Loading...
HomeMy WebLinkAbout1516 EIONITA COcivil structural • surveying Le CIVIL, A $ , pLAN $, architecture planning FluiLT i.e.Engineering, inc. 809 SE Pine St tSUr1Ild Our t Hpdr rrilerll59 Roseburg,OR ieengineering.com Creekside Commons � r.„ ��ED 7PROi Apartments LEGEND � 0 3F . „, 9 g (ELEV.) EXISTING CONTOUR ELEV. 0 MANHOLE (MH) ELEV. NEW CONTOUR ELEV. I[O] CURB INLET (CI) 41Q , tS4, °e EXISTING EDGE OF AC OR GRAVEL CATCH BASIN (CB) '• -- r 13, 2 .\, SAW CUT M. Timbercrest RAW EXISTING RIGHT—OF—WAY ° CLEANOUT SW Bonita R R/W NEW RIGHT—OF—WAY FIRE HYDRANT EXPIRES: 12/31/2026 onita Rd , • '• • ominiums SS EXISTING SANITARY SEWER (SS) ® VALVE 9 1 PROJECT �OCAT 0 \ , SS NEW SANITARY SEWER (SS) WATER METER ► PS EXISTING PRESSURE SEWER (PS) e BLOWOFF Ps NEW PRESSURE SEWER (PS) r 4 STS EXISTING STORM SEWER (STS) 0 POWER POLE Portland Com res STS NEW STORM SEWER (STS) 0 LIGHT POLE P w EXISTING WATER W NEW WATER GUY WIRE elan Remodeling III 7 Bonita Villa Apartments PUG EXISTING POWER (UNDERGROUND) If POWER PEDESTAL POH EXISTING POWER (OVERHEAD) III TELEPHONE PEDESTAL iii 4 UGU UGU NEW UNDERGROUND (TV, POWER, PHONE) ® GAS METER c NEW ELECTRICAL CONDUIT (/) GAS EXISTING GAS In CABLE TV PEDESTAL s e r L n w w EXISTING CABLE TV NAIL) MAIL BOX -...1X EXISTING FENCE > FLOW DIRECTION ARROW CO X NEW FENCE TREE (EVERGREEN) S-F SILT FENCE (S—F) TFC TOP FACE OF CURB TREE (DECIDUOUS) < BFC BOTTOM FACE OF CURB DETAIL # M AC ASPHALT 0 SHEET # DETAIL REFERENCE Pacific Wii CONC CONCRETE FF FINISH FLOOR A SF(, PrnnPrtiPcs FG FINISH GRADE OG ORIGINAL GROUND a= o VICINITY MAP NTS v a) 0 DEVELOPER: RICHARD LUNDSTROM H- t EMAIL: RICHARD©HOMEMASTERS.COMon FOREAL DEVELOPMENT, LLC Q 695 E VILAS RD., SUITE 102 CENTRAL POINT, OR 97502 c a) o mi ZONING AUTHORITY: `CS d CITY OF TIGARD TRACT: 0.33 ACRES > U� GEOTECHNICAL NOTES: N TAX ACCOUNT NO.: 2S112BD00900 a) T SHEET INDEX 0 1 . THE GEOTECHNICAL INVESTIGATION PREPARED BY TAX ID: R512092 RAPID SOIL SOLUTIONS FOR "BLUE PALOUSE" (JAN. 17TH ZONE: RES—D RESIDENTIAL C1 .0 COVER SHEET o 2020) SHALL BE CONSIDERED PART OF THESE PLANS COMP. PLAN: RESIDENTIAL C1 .1 GENERAL NOTES SHEET Q AND REFERENCED FOR ALL SITE CONSTRUCTION. WATER: CITY OF TIGARD C1 .2 CONDITIONS OF APPROVAL SHEET Z SEWER: CLEAN WATER SERVICES C2.0 EXISTING CONDITIONS, DEMO, AND EROSION CONTROL PLAN SHEET 7 2. EXCAVATION, GRADING, TESTING AND EMBANKMENT FIRE: TUALATIN VALLEY FIRE & RESCUE C2.1 CONSTRUCTION PARKING PLAN SHEET Lu PLACEMENT SHALL BE COMPLETED AS PER C3.0 PUBLIC RIGHT—OF—WAY IMPROVEMENT PLAN SHEET .. RECOMMENDATIONS OF THE REPORT. C3.1 SITE IMPROVEMENT PLAN SHEET .. CV C0 C4.0 PUBLIC GRADING PLAN SHEET 3. THE CONTRACTOR SHALL COORDINATE WITH THE C4.1 SITE GRADING PLAN SHEET M GEOTECHNICAL ENGINEER AND TESTING FIRM DURING ALL C5.0 STORM DRAINAGE PLAN SHEET a_ STAGES OF GRADING TO ALLOW FOR SCHEDULING ON IMPERVIOUS AREA: CIVIL ENGINEER: SURVEYOR: C5.1 SEWER AND WATER PLAN SHEET a Q Q on SITE VISITS, TESTING, AND SPECIAL INSPECTION. TOTAL SITE AREA: 0.33 ACf ALEX PALM PE ANDY PARIS & ASSOCIATES, INC. C6.0 LANDSCAPING PLAN SHEET CC o Y 0 o 4. ALL SITE CLEARING AND GRUBBING OF TOPSOIL ORGANIC CC CC S N TOTAL PROPOSED IMPERVIOUS AREA: 0.22 ACf i.e. ENGINEERING, INC. 16057 BOONES FERRY ROAD SD.1 STANDARD PAVING DETAILS SHEET CI) TOTAL DISTURBED AREA: 0.32 AC± 809 SE PINE STREET LAKE OSWEGO, OR 97035 = o MATERIAL SHALL BE PER THE RECOMMENDATIONS OF THE ROSEBURG, OR 97470 PHONE 503-636-3341 SD.2 STANDARD FENCE AND UTILITY DETAILS SHEET —IGEOTECHNICAL EVALUATION REPORT. PHONE 541 —673-0166 SD.3 STANDARD UTILITY DETAILS SHEET C� U EMAIL: PALM©ieengineering.com SD.4 STANDARD EROSION CONTROL DETAILS SHEET a IH I I— QUANTITIES J 1 . ALL QUANTITIES SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL H o W z o F. ° INDEPENDENTLY VERIFY ALL QUANTITIES PRIOR TO BIDDING THIS PROJECT. m o = o N Z y z 0 RI Q L <C 1--1 t:ii M W N- I- C),E O UV) C/J= SA N O 0 N ATTENTION EXCAVATORS: DISCLAIMER: HORIZONTAL & VERTICAL DATUM: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON LOCATIONS FOR THE GAS, POWER, PHONE, AND THE HORIZONTAL CONTROL FOR THIS PROJECT IS BASED ON THE OREGON STATE CABLE TV UTILITIES WERE DESIGNED AND PROVIDED PLANE NORTH ZONE COORDINATE SYSTEM USING THE OREGON REAL—TIME GNSS UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR o 952-001 -0010 THROUGH OAR 952-001 -0090. YOU MAY OBTAIN COPIES OF BY OTHERS. i.e. ENGINEERING DID NOT DESIGN OR NETWORK PER GPS OBSERVATION. N THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE OBSERVE THE INSTALLATION OF THESE UTILITIES CALL BEFORE YOU DIG ! N ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU AND DOES NOT WARRANT THE "AS—BUILT" ELEVATIONS ARE BASED ON VERTICAL DATUM NGVD29, CITY OF TIGARD BENCHMARK ONE CALL (800) 332-2344 C 1 ■ 0 MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE CONDITION, LOCATION, OR MAPPING ACCURACY 295, HAVING AN ELEVATION OF 173.21 FEET. COMMENCING AN EXCAVATION. CALL 800-332-2344. REGARDING SUCH UTILITIES. OAR 952-001 -0010 THROUGH OAR 952-001 -0090 L" CITY OF TIGARD GENERAL CONDITIONS: 25. ONE AS BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, WATER CONSTRUCTION NOTES STORM SEWER: INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG 1. ALL JOINTS TO BE RESTRAINED. 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM 2. OPERATION OF VALVES BY TIGARD PERSONNEL ONLY. 1. PRIVATE STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF TIGARD, THE AND STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT ATTACHED). IN ADDITION,THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA BY ANYONE OTHER THAN TIGARD WATER PERSONNEL IS INTERNATIONAL BUILDING CODE (IBC) AND THE OREGON PLUMBING SPECIALTY CODE. Civil WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. THE GPS NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN PROHIBITED. ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, 4. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED, APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 2. PRIVATE STORM DRAINAGE PIPE MATERIAL TO BE ADS N-12 DUAL WALL(SMOOTH INTERIOR) OR structural 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM WATER VALVES, HYDRANTS, AND OTHER WATER SYSTEM FEATURES) IN THE surveying TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES, 5. ALL WORK SHALL BE IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. ENGINEER APPROVED EQUAL. architecture TRANSPORTATION, FHWA, CURRENT EDITION. REFERENCED TO NAD 83 (91). INCLUDE ACROBAT (***.PDF) FILE AND ONE 11-INCH BY 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. Le 17 INCH COPY OF AS BUILTS. 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE, AND MADE IN THE UNITED STATES OF 3. THE CONTRACTOR SHALL TEST ALL PVC AND HDPE STORM PIPE FOR DEFLECTION AS PER CITY OF planning 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE AMERICA (USA). PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 5. ALL FITTINGS SHALL BE MECHANICAL JOINT (MJ) UNLESS PORTLAND STANDARDS. A COPY OF THE TEST RESULTS SHALL BE SUBMITTED FOR REVIEW AND WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY 26. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE "AS- OTHERWISE SPECIFIED. APPROVAL. (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE 8. COVER FOR ALL WATER MAINS IN THE STREETS AND RIGHTS-OF-WAY SHALL BE 36 INCHES. BACKFILL SHALL BE 3/4-INCH - 0 TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY GRAVEL. 4. THE CONTRACTOR SHALL FLUSH THE ENTIRE STORM SYSTEM AND VIDEO INSPECT ALL STORM SEWER BUILDINGS TO THE SEWER SYSTEM. 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36 INCHES OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS CONVEYANCE PIPES. A COPY OF THE REPORT AND VIDEO TAPE SHALL BE SUBMITTED FOR REVIEW AND i.e. Engineering, inc. 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING SHALL BE REQUIRED. APPROVAL. 809 SE Pine St FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER 27. ON A WEEKLY BASIS, THE PERMIT HOLDER'S ENGINEER/INSPECTOR SHALL SUBMIT 10. THRUST BLOCKS MAY BE REQUIRED AT TEES, CROSSES, OR BENDS AND WILL BE SPECIFIED BY THE CITY PROJECT INSPECTOR OR Roseburg,OR 5. CATCH BASINS SHALL BE INSTALLED TO FINISH GRADE OR AS NOTED ON PLANS. IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW AGREEMENT NOTE #5).DAILY INSPECTION REPORTS TO THE CITY INSPECTOR (SEE DEVELOPER- ENGINEER ENGINEER. POURED CONCRETE THRUST BLOCKS WILL HAVE AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE AT EACH TEE, ieengineering.com DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). VALLEY FIRE & RESCUE),TRIMET,TIGARD SCHOOL DISTRICT, AND OTHER SERVICE 28. THE CITY INSPECTOR MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS OR 11. EVERY 2-INCH WATER SERVICE LOCATION TO BE MARKED, AND MARKER TO REMAIN IN PLACE UNTIL THE WATER METER IS 6. ADJUST MANHOLES, CLEAN OUT AND AREA DRAIN RIMS TO FINISH GRADE. PROVIDERS. REPORTS FROM THE PERMIT HOLDER, OR THE PERMIT HOLDER'S ENGINEER OR INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF MJ X 2INCH IPT TEE AND 2-INCH IPTX 110 COMPRESSION FITTING AS 7. HORIZONTAL LINES CONNECTING WITH OTHER HORIZONTAL LINES SHALL ENTER THROUGH 45 DEGREE ,p PROF 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION MANUFACTURED BY MUELLER COMPANY. WYE BRANCH. TEE BRANCH IS NOT ALLOWED. \<jc WYE ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT 12. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJ X 6-INCH FLANGE (FLG.) TEE, 6-INCH FLG. X MJ GATE VALVE, 6-INCH MJ X MJ 5 o i N /. GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT c, F �:4. EACH END OF THE CONSTRUCTION AREA AT A MINIMUM OF 72 HOURS BEFORE HOLDER'S EXPENSE. HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A 443, 6-INCH MJ, 5 1/4 INCH MVO, 3 PORT (2-2 1/2 INCH 8. ALL RAIN DRAIN PIPING INSTALLED WITHIN 5.0 FEET OF A BUILDING TO BE SCHEDULE 40 PVC-D.W.V. 5807 �•,- INITIATION OF CONSTRUCTION WORK. NST HOSE CONNECTION, 1 4 1/2 INCH NST PUMPER,) 1 1/2 INCH PENTAGON OPERATING NUT OPENING LEFT, COLOR BEING PIPING OR APPROVED EQUAL. COORDINATE LOCATION OF RAIN DRAINS WITH PLUMBING PLANS. p 29. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND YELLOW OR APPROVED EQUAL: WATERIOUS PACER 6790, CLOW MEDALLION. 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 1/2 CUBIC YARDS OF CRUSHED 2-INCH - �No° NORMAL DELIVERY SERVICE AND MAIL SERVICE, AND IF NOT SHALL BE CAUSE FOR CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER 3/4-INCH DRAIN ROCK. GEOTEXTILE FABRIC WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH 9 FOUNDATION DRAIN PIPE AND WALL DRAINAGE PIPING SHALL BE COORDINATED WITH STRUCTURAL AND y 13 Zo , \ WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. SATISFACTION. COVER. ARCHITECTURAL PLANS AND DETAILS. AT FOUNDATION DRAIN CONNECTION INSTALL CLEANOUT AND ,i, M Q P ACCESSIBLE FLAPPER TYPE BACKWATER VALVE. SET RIM TO FINISH GRADE. COORDINATE FOUNDATION 30. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WAYER MAIN SHALL BE INCASED IN A DRAIN CONNECTION POINTS WITH ARCHITECTURAL AND STRUCTURAL PLANS. 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TOPROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDER'S EXPENSE. REINFORCED CONCRETE JACKET 6 INCHES THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE EXPIRES: 12/31/2026 INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. CROSSINGS ARE NECESSARY,THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18INCHES OF SEPARATION 10. TRACER WIRE - 12-GAUGE STRANDED OR SOLID COPPER INSULATED HIGH MOLECULAR WEIGHT 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE BELOW THE WATER LINE. POLYETHYLENE (HMW-PE) TRACER WIRE. THE HMW-PE INSULATED COVER SHALL BE GREEN AND A 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS 15. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK SPECIFIED HEREIN TO MAINTAIN CONTINUOUS WATER SERVICE TO MINIMUM 45 MIL THICK. THE WIRE SHALL BE RATED FOR 140 DEGREES FAHRENHEIT. INSTALL TRACER BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED WHO HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION AND, EXISTING WATER USERS. WHERE IT IS NECESSARY TO SHUT DOWN SERVICE TO MAKE REQUIRED INTERTIES,THE CONTRACTOR BY THE CITY MANAGER. SHALL NOTIFY THE CITY PROJECT INSPECTOR AT LEAST FIVE WORKING DAYS PRIOR TO A PLANNED WATER SERVICE SHUT DOWN WIRE IN ALL TRENCHES FOR STORM SEWERS. PLACE THE TRACER WIRE DIRECTLY OVER THE PIPE IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT CENTERLINE AND ON TOP OF THE PIPE ZONE MATERIAL, PARALLEL TO, AND ALONG THE ENTIRE LENGTH 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL TO ALLOW THE OWNER TO NOTIFY USERS OF THE UPCOMING TEMPORARY SUSPENSION OF WATER SERVICE. OF ALL NONMETALLIC PIPE. LIMITED TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK ASSIGNMENT CHANGES. 16. PRIOR TO ANY CUT-IN OR CONNECTION,THE CONTRACTOR SHALL HOLD AN ONSITE PRE-CONSTRUCTION MEETING WHERE THE WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:00 P.M. AND 9:00 CUT IN SCHEDULE AND COORDINATION WILL BE DISCUSSED. THOSE TO ATTEND SHALL INCLUDE THE ONSITE FOREMAN, CITY SANITARY SEWER: A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY PROJECT INSPECTOR, AND TIGARD WATER PERSONNEL. THIS MEETING SHALL TAKE PLACE PRIOR TO EACH CONNECTION AND BE INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE HELD NO LONGER THAN ONE WEEK PRIOR TO THE CONNECTION. THE CONTRACTOR SHALL HAVE ALL FITTINGS, PIPE, CHLORINE 10. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR THE SWABBING EQUIPMENT, PUMPS AND HOSES, AND ALL EQUIPMENT NEEDED TO MAKE THE CUT-IN CONNECTION AT THE MEETING 1. ALL SANITARY SEWER CONSTRUCTION TO WITHIN THREE (3) FEET OF THE BUILDING SHALL BE PVC ASTM WITH AT LEAST 2" OF HOT MIX ASPHALT. CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, AND AVAILABLE FOR CITY INSPECTION. D3034 SDR 35 AND IN ACCORDANCE WITH CITY OF TIGARD,THE INTERNATIONAL BUILDING CODE (IBC) SUB-DIVISION P-EXCAVATIONS.THE CONTRACTOR SHALL NOTIFY THE CITY 17. THE NEW PIPELINE SHALL BE FLUSHED, PRESSURE TESTED, AND DISINFECTED BEFORE ANY CONNECTION TO THE EXISTING WATER AND OREGON PLUMBING SPECIALTY CODE. 11. MINIMUM TRAVEL LANE WIDTH SHALL BE 12 FEET; PEDESTRIAN TRAVEL SHALL ALSO BE INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. SYSTEM IS MADE. TEMPORARY BLOW-OFFS SHALL BE PROVIDED BY THE CONTRACTOR AT ALL DEAD-ENDS. PROVIDED FOR. 18. ALL PIPES, VALVES, AND FITTINGS SHALL BE THOROUGHLY FLUSHED PRIOR TO PRESSURE TESTING AND CHLORINATION. FLUSHING 2. PRIVATE SANITARY SEWER PIPE WITHIN THREE (3) FEET OF THE BUILDING SHALL BE DRAIN WASTE VENT 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER SHALL BE DONE THROUGH BLOW-OFF UNITS, HYDRANTS, INDIVIDUAL SERVICES, AND MAIN AT A VELOCITY OF AT LEAST 2.5 FEET (DWV), IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE (IBC) AND UNIFORM PLUMBING CODE 12. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL ENTRY OR PROPERLY EXECUTED EASEMENTS SHALL BE PROVIDED TO THE CITY. THE PER SECOND (FPS). (UPC). REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDER'S 19. PRIOR TO ANY FLUSHING PROCEDURES, THE CONTRACTOR SHALL ISSUE A FLUSHING PLAN PROVIDING DIRECTION OF FLOW, ASSURE PUBLIC SAFETY. FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. SURFACE WATER MANAGEMENT BEST MANAGEMENT PRACTICES (BMPs), AND A WRITTEN SCHEDULE TO THE CITY PROJECT INSPECTOR FOR APPROVAL. A 48-HOUR NOTICE SHALL BE GIVEN TO THE CITY PROJECT INSPECTOR PRIOR TO ANY SYSTEM 3. PRIVATE SANITARY DRAINAGE PIPE MATERIAL TO BE ADS SANITITE HP (SMOOTH INTERIOR), PVC 3034-D 13. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLDER SHALL SHUT DOWN OR FLUSHING PROCEDURES. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR OPERATE ANY CITY VALVES. OR ENGINEER APPROVED EQUAL. CONTACT THE CITY INSPECTOR (503-639-4171) TO ESTABLISH A PLACE, TIME, AND DATE 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A 20. PRESSURE TESTING SHALL COMMENCE ONLY AFTER BACKFILL HAS PASSED THE REQUIRED COMPACTION TESTS PER AASHTO T-180 FOR A PRE-CONSTRUCTION MEETING. PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER 4. HORIZONTAL LINES CONNECTING WITH OTHER HORIZONTAL LINES SHALL ENTER THROUGH 45 DEGREE SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY AND THE ROADWAY BASE ROCK HAS BEEN PLACED, COMPACTED, PROOF ROLLED, AND APPROVED BY THE CITY PROJECT WYE BRANCH. TEE BRANCH IS NOT ALLOWED. 14. THE PERMIT HOLDER OR DESIGNATED CONTRACTOR SHALL NOTIFY THE CITY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. INSPECTOR. INSPECTOR (503-639-4171) 24 HOURS PRIOR TO COMMENCING WORK, 24 HOURS PRIOR 21. ALL MAINS WITH A STATIC PRESSURE UP TO 100 POUNDS PER SQUARE INCH (PSI) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH 5. WHERE SANITARY LINES CROSS WATER LINES,THE SYSTEMS NEED TO BE CONSTRUCTED SUCH THAT THE TO ANY STAGED INSPECTION, AND AFTER COMPLETING WORK COVERED BY THE 35. (PRIVATE SYSTEMS)THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY A MAXIMUM ALLOWABLE LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE CROSSING WILL OCCUR AT THE CENTER OF A PIPE SEGMENT FOR BOTH LINES. PERMIT. AND CORRECT ANY DEFECTIVE WORK AND SHALL PERFORM ALL SCHEDULED TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. ALL PRESSURE TESTING SHALL BE MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. COMPLETED IN THE PRESENCE OF THE CITY PROJECT INSPECTOR. 6. PRIOR TO TESTING AND INSPECTION OF THE SANITARY PIPELINE, ALL PARTS OF THE SYSTEM SHALL BE = 15. A COPY OF THE PERMIT AND ALL ATTACHMENTS AND A COPY OF THE APPROVED 22. UPON SATISFACTORY COMPLETION OF PRESSURE TESTING, THE NEW MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE O CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. 36. (PUBLIC SYSTEMS)THE DEVELOPER SHALL CREATE AND PROVIDE THE CITY A WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FPS. THE PIPELINE SHALL BE THOROUGHLY CLEANED OF ALL DEBRIS. +� ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS, AND PROVISIONS; SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FLUSHED, CHLORINATED, AND TESTED IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY THE CITY APPROVED PERMIT PLANS AND APPROVED PLAN AMENDMENTS; AND THE FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A 7. TESTING OF PRIVATE SANITARY PIPELINE SHALL BE IN ACCORDANCE WITH INTERNATIONAL BUILDING c� CITY'S STANDARDS, SPECIFICATIONS, AND THESE GENERAL CONDITIONS. CHANGES TO YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40 TO 50 MILLIGRAMS PER LITER (MG/L), AND IT SHALL BE CODE AND OREGON PLUMBING CODE. cD ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE-YEAR PERIOD, INTRODUCED INTO THE MAIN THROUGH A TAP NO MORE THAN 18 INCHES FROM THE CONNECTION POINT TO THE EXISTING PERFORMANCE. THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE SYSTEM. THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM OR SODIUM HYPOCHLORITE AND A WATER 8. ALL SANITARY PIPELINE SHALL PASS THE REQUIRED AIR TEST, MANDREL TEST, AND COMPACTION TEST. ALL DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND SANITARY PIPELINE SHALL BE VIDEO INSPECTED, AND BE FREE OF VISIBLE LEAKS. SANITARY MANHOLES U) DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH, POTABLE WATER IS ALLOWED TO FLOW THROUGH THE SHALL BE TESTED USING THE HYDROSTATIC TEST OR THE VACUUM TEST. 16. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF PIPELINE SO THAT THE CHLORINE WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE m THE PERMIT HOLDER.THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NON-SPORE-FORMING BACTERIA. DURING THE CHLORINATION Q IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED 9. TRACER WIRE - 12-GAUGE STRANDED OR SOLID COPPER INSULATED HIGH MOLECULAR WEIGHT PERMIT HOLDER'S CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK IN THE EVALUATION. PROCESS, ALL VALVES AND ACCESSORIES SHALL BE OPERATED. ALL PARTS OF THE LINES AND SERVICES SHALL BE DISINFECTED. POLYETHYLENE (HMW-PE) TRACER WIRE. THE HMW-PE INSULATED COVER SHALL BE GREEN AND A TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE AREA. MINIMUM 45 MIL THICK. THE WIRE SHALL BE RATED FOR 140 DEGREES FAHRENHEIT. INSTALL TRACER cci RESIDUAL OF AT LEAST 10 MG/L. AFTER SATISFACTORY DISINFECTION, FLUSH THE CHLORINATION WATER FROM THE LINE UNTIL WIRE IN ALL TRENCHES FOR SANITARY SEWERS. PLACE THE TRACER WIRE DIRECTLY OVER THE PIPE 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF GRADING NOTES: THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF CENTERLINE AND ON TOP OF THE PIPE ZONE MATERIAL, PARALLEL TO, AND ALONG THE ENTIRE LENGTH ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL SUPPLY. THE DISINFECTION WATER MUST BE DISPOSED OF IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO OF ALL NONMETALLIC PIPE. °' BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHOD OF REDUCING CHLORINE o ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN- 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, RESIDUALS TO A SAFE LEVEL OF AS MANDATED BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ). AFTER FLUSHING AND MISC. UTILITIES:Up EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF DISPOSAL OF THE DISINFECTION SOLUTION THERE WILL BE ANOTHER 24 HOUR PERIOD PRIOR TO BACTERIOLOGICAL TESTING. W WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE BACTERIOLOGICAL TEST SAMPLES WILL BE COLLECTED BY A TRAINED TIGARD WATER PERSONNEL WORKER. 0' 18. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE CONSTRUCTION DEVELOPMENT PLAN SET. 23. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING T INSTALLED AND MAINTAINED IN COMPLIANCE WITH THE CLEAN WATER SERVICES AND 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY STATION SHALL BE 2-INCH - 0-INCH BURY, WITH A 3/4-INCH FEMALE IRON PIPE THREAD (FIPT) INLET, AND A 3/3-INCH 1. ELECTRICAL, TELEPHONE, GAS, AND TV INSTALLATION SHALL BE COORDINATED BY THE CONTRACTOR CC 1 DEQ REQUIREMENTS.THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST WITH THE APPROPRIATE UTILITY COMPANY INCLUDING REQUIREMENTS FOR UTILITY CROSSING M STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN SLEEVES. S AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. 0 19. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A ACTION, AT ANY TIME. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT 2. ALL PROPOSED POWER, TELEPHONE, GAS, AND TV SERVICES ON SITE SHALL BE PLACEDz STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST. EXISTING SIGNS, PAVEMENT 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE FREEZING AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A 1/4-INCH BALL VALVE SHALL BE UNDERGROUND. 0 MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED, OR REPLACED o CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED WITH LIKE KIND AND MATERIAL. MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN PROVIDED IN PLACE OF THE 1/4-INCH PET COCK ON THE VENT PIPE. 3. TRENCH BACKFILL WITHIN THE PUBLIC RIGHT-OF-WAY TO BE PER CITY OF TIGARD STANDARDS. THIS 24. ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW ° LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 APPLIES TO ALL UTILITY INSTALLATION: STORM, SANITARY, WATER, IRRIGATION CROSSINGS, PRIVATE 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T 180 COMPACTION TEST. PREVENTION DEVICE, MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY (DCVA) INSTALLED ON THE PROPERTY SIDE OF THE WATER UTILITIES. oco WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS M o 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE 4. PLACE DETECTABLE MARKING TAPE AND TRACER WIRE IN THE TRENCH DIRECTLY ABOVE, PARALLEL o m IMPACTED.THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, z m 3 ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THETO, AND ALONG THE ENTIRE LENGTH OF ALL NONMETALLIC PIPE AND CONDUIT, 1 ¢ ¢ A WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF WITH THE RESULTS FORWARED TO THE TIGARD PUBLIC WORKS WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. LJJ o Y 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY REQUIRED, WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, y _ o = N NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952 001 0010THROUGH OAR EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN STREET CONSRUCTION NOTES: TRAFFIC CONTROL: 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING PLACING A SIX INCH LAYER OF PA" -3/4" DRAIN ROCK, AND FINALLY COVERING THE J 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE LI n NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN 1. THE TIGARD COMPREHENSIVE PLAN TRANSPORTATION MAP ESTABLISHES THE CLASSIFICATION OF ARTERIALS AND COLLECTORS; 1. TRAFFIC CONTROL TO BE PERFORMED IN ACCORDANCE WITH THE MANUAL FOR UNIFORM LJJ EXPENSE. LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A INDUSTRIAL AND COMMERCIAL STREETS ARE ESTABLISHED BY THE SURROUNDING LAND USE DESIGNATION. TRAFFIC CONTROL DEVICES AND OREGON AMENDMENTS AS REQUIRED. THE CITY OR COUNTY CAN CD I c MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED REQUIRE ADDITIONAL TRAFFIC CONTROL MEASURES AS NEEDED TO PROVIDE FOR PUBLIC SAFETY. Q 2. FIGURE D-1 SUMMARIZES THE IMPROVEMENT STANDARDS FOR EACH ROAD CLASSIFICATION. I- E 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER .- o AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF 3. THE VOLUME OF TRAFFIC SHALL DETERMINE THE NUMBER OF TRAVEL LANES FOR ARTERIAL AND MAJOR COLLECTOR ROADS.THE 2. ON RESIDENTIAL LOCAL STREETS, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL 0 o W SHALL BE ALLOWED IN THE STRUCTURAL FILL. CITY MAY REQUIRE ADDITIONAL TURNING LANES OR A TRAFFIC ENGINEER'S REPORT EVALUATING THE NEED FOR ADDITIONAL NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN REQUIRED TRAFFIC CONTROL WHEN WORK IS BEING DONE IN THE RIGHT OF WAY. C) = o TURNING LANES. Q N c4 TD BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDER'S EXPENSE. CHANGES MUST ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED 4. ADDITIONAL PAVEMENT AND RIGHT-OF-WAY WIDTH MAY BE REQUIRED TO ACCOMMODATE TURNING LANES, PARKING, AND Q z o w N = o BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. 3. A TRAFFIC CONTROL PLAN SHALL BE PREPARED AND SUBMITTED FOR REVIEW BY CITY AND I- o m z z o m COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. BIKE LANES. °' o o N r, 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S COUNTY, FOR BOTH CONSTRUCTION OPERATIONS AND AFTER HOUR SITUATIONS. Z a z a; Q 5. THE PRIVATE ENGINEER MAY SUBMIT AN ALTERNATE PAVEMENT DESIGN IN LIEU OF THE STANDARD SECTION AND A w N 23. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL REPORT/RECOMMENDATION CHANGES. O JUSTIFICATION BY PROVIDING A SOILS REPORT. o W I '' 4. ALL TRAFFIC CONTROL MEASURES NEED TO BE SUBMITTED TO THE CITY AND COUNTY FOR REVIEW m BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAY'S WORK. NO 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE 6. PROJECTED TRAFFIC LOADINGS OR POOR SOIL CONDITIONS MAY REQUIRE A SPECIAL PAVEMENT DESIGN SECTION. " "' 0 CONTRACTOR SHALL NOTIFY HE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND APPROVAL. TRENCH, ON SITE OR OFF SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. 7. PORTLAND CEMENT CONCRETE PAVEMENTS MAY BE SUBSTITUTED FOR THE TYPICAL ASPHALTIC CONCRETE PAVEMENT SECTION. N THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME THE APPLICANT SHALL PROVIDE THE DESIGN OF THE PCC SECTION. RESULTING FROM THE PROSECUTION OF THE WORK. TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. N 24. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A EROSION CONTROL NOTES 0 FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL, OR MINIMUM 2 Ni OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN PER DAY. CALL BEFORE YOU DIG I CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY 1. EROSION CONTROL PLANS SHALL CONFORM TO "EROSION PREVENTION AND SEDIMENT CONTROL PLANS ONE CALL' (800) 332-2344 SHALL BE DONE AT THE PERMIT HOLDER'S EXPENSE. PRE-NOTIFICATION, ETC.). -TECHNICAL GUIDANCE HANDBOOK, FEBRUARY 1994." UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY. OAR 952-001 -0010 THROUGH OAR 952-001 -0090 C Q civil structural • surveying Le architecture planning i.e.Engineering, inc. 809 SE Pine St CONDITIONS OF APPROVAL 6. Improvements associated with public infrastructure are subject to the City Engineer's review, 11. Prior to commencing site improvements,the applicant must provide a photometric analysis for the review THE FOLLOWING CONDITIONS MUST BE SATISFIED PRIOR TO FINAL BUILDING Roseburg,OR modification,and approval prior to the applicant receiving a Public Facility Improvement(PFI)Permit and approval. The applicant must submit plans showing the location of streetlights and the type and color INSPECTION: THE FOLLOWING CONDITIONS MUST BE SATISFIED PRIOR TO BUILDING PERMIT and commencing any site work. of pole and light fixture for review and approval. Photometric analysis will follow the recommended values ieengineering.com SUBMITTAL: anddescribed requirements in ANSI/IESNA. All public streetlights must be PGE Option B. The applicant must prepare a cover letter and submit it, along with any supporting documents and/or 7. Prior to commencing any site work,the applicant must submit a PH Permit to cover all improvements plans that address the following requirements to the PLANNING DIVISION,ATTN:Jenny McGinnis The applicant must prepare a cover letter and submit it, along with any supporting documents and/or (503)718-2427 or Jenny.McGinnis(�a tigard-or.gov. The cover letter must clearly identify where in the associated with public infrastructure.Four(4) sets of detailed public improvement plans must be 12. Prior to commencing any site work,the applicant must submit site plans and a final storm drainage report P R plans that address the following requirements to the PLANNING DIVISION,ATTN:Jenny McGinnissubmittal the required information is found: t�� �FFs submitted for review to the Engineering Department.An engineering cost estimate of improvements as part of the PFI Permit indicating how run-off generated by the development will be collected, '` i! (503)718-2427 or Jenny.McGinnisa,tigard-or.gov. The cover letter must clearly identify where in theS GIN 4, associated with public infrastructure(including but not limited to: streets.grading.public utilities, conveyed,treated and detained for review and approval. The storm drainage report must be prepared c� r' .� submittal the required information is found: 22. Prior to final building inspection, the project arborist must perform a site inspection, document �v 58073 stormwater facilities,streetlights,and franchise utilities)is required at the time of PFI Permit submittal. and include a maintenance plan in accordance with CWS Design and Construction Standards and the City A compliance/non-compliance with the approved urban forestry plan, and send written verification with a v _ 1. Prior to building permit submittal,the applicant must record a deed restriction on the subject lot (7720 SW When the water system is under the City of Tigard jurisdiction,an engineering cost estimate of water of Tigard Standards. signature of approval directly to the project planner(Urban Forestry Manual,Section 11,Part 1). Bonita Road;WCTM 2S112BD,Tax Lot 0900)with Washington County,and submit a copy of the recorded improvements must be listed as a separate line item from the total engineering cost estimate.NOTE: ,�.f.+Ga ON deed restriction to the City,to be incorporated into the record.This deed restriction will prohibit any type of these plans are in addition to any drawings required by the Building Division and should only include 13. Prior to commencing any site work,the applicant must obtain a CWS Stormwater Connection The applicant must prepare a cover letter and submit it,along with any supporting documents and/or plans y 13 Zoo development other than cottage cluster development on the subject lot. sheets relevant to improvement associated with public infrastructure.The PFI Permit plans must Authorization prior to issuance of the City of Tigard PFI Permit.Plans must be submitted to the City of that address the following requirements to the ENGINEERING DIVISION ATTN: Jeremy Tamargo •�f' Q P conform to City of Tigard Public Improvement Design Standards,which are available at City Hall and the Tigard for review. The City will forward plans to CWS after preliminary review. Assistant CityEngineer at 971 713-0281 or erem T or. v. The cover letter must clearlyidentifyM. Ci s webwww. d or. v gin ( ) J y @ttgard go 2. Prior to building permit submittal,the applicant must submit an application for approval of addresses and page( - gn ). where in the submittal the required information is found: EXPIRES. 12/31/2026 must pay the addressing fee.The address fee must be assessed in accordance with the current Master Fee 14. Prior to commencing any site work,the applicant must submit site plans as part of the PFI Permit Schedule.Contact Oscar Contreras with Engineering Division at 503-718-2678 or OscarC Ti or. v 8. Prior to commencing site improvements,the applicant must submit plans showing the following required showing the proposed sanitary sewer system and associated facilities to be designed and constructed in � g @ - � 23. Prior to final building inspection,all improvements associated with public infrastructure under the City of street improvements to Engineering for City review and approval: accordance with the City of Tigard and CWS Design and Construction Standards. Tigard jurisdiction must be constructed,completed,and/or satisfied. The applicant must obtain THE FOLLOWING CONDITIONS MUST BE SATISFIED PRIOR TO COMMENCING ANY SITE conditional acceptance from the City and provide a two-year maintenance assurance for said WORK: SW Bonita Road(3-Lane Arterial,half-street improvements): 15. Prior to commencing any site work,the applicant must submit site plans as part of the PFI Permit improvements. o 38'minimum right-of-way dedication from centerline showing all proposed and/or extensions of public water lines,hydrants,and water services to be designed The applicant must prepare a cover letter and submit it, along with any supporting documents and/or o 24'minimum paved width in accordance with the City of Tigard Standards for review and approval. 24. Prior to building inspection,all public utility facilities including but not limited to storm drainage,water plans that address the following requirements to the PLANNING DIVISION,ATTN:Jenny McGinnis; • (1) 6'half median/turn lane quality and quantity,sanitary sewer,water,gas,electrical,communication,and wireless must be (503)718-2427 or Jenny.McGinnis(u,tigard-or.gov. The cover letter must clearly identify where in the ■ (1) 12'travel lane 16. Prior to commencing any site work,the applicant must provide written approval from TVF&R for fire completed. Private storm water quality and quantity facilities must be provided with two years of submittal the required information is found: • (1) 6'bike lane flow,hydrant placement,and emergency vehicular access and turn around. maintenance and entered into a stormwater maintenance agreement with the City. • Pavement section must meet current public improvement design standards and details at 3. Prior to commencing any site work,the applicant must pay a fee to cover the City's cost of collecting and time of application for PFI Permit. 17. Prior to commencing any site work,the applicant must submit all public utility easements,joint access 25. Prior to final building inspection,the applicant must record all public utility easements,joint access processing the inventory data for the entire urban forestry plan (Urban Forestry Manual,Section 11,Part o 5.5'planter strip(with curb) easements,public access easements,and maintenance agreements for review and approval. 3).This fee amount will be for preserved and newly planted trees. o 8'sidewalk easements,public access easements,and maintenance agreements with Washington County and provide a o 0.5'public access strip 18. Prior to commencing any site work,the applicant must submit an erosion control plan as part of the PFI recorded copy to the City. 4. Prior to commencing an site work,the applicant must submit a revised site plan showing trees along the o Street trees Permit. The plan must conform to the"CWS Erosion Prevention and Sediment Control Design and 26. Prior to final building inspection,the applicant must submit a Final Sight Distance Certification for Y k, PP P p gn western border of the site in order to meet the S-3 screening standard for the parking lot. o Street lighting Planning Manual" (current edition). o 8'public utility easement across road frontage,outside of right-of-way review and approval. The applicant must prepare a cover letter and submit it, along with any supporting documents and/or 19. Prior to commencing any site work,the applicant must submit a final grading plan showing the existing 27. Prior to final building inspection,the applicant must place all new proposed utilities underground. plans that address the following requirements to the ENGINEERING DIVISION, ATTN: Jeremy 9. Prior to commending any site work,the applicant must submit the exact legal name,address and telephone and proposed contours. The plan must detail the provisions for surface drainage of all lots and show that Tamargo; Assistant City Engineer at (971)713-0281 or JeremyT ttigard-or.gov. The cover letter must number of the individual or corporate entity who will be designated as the "Permittee", and who will they will be graded to ensure that surface drainage is directed to the street or a public storm drainage clearly identify where in the submittal the required information is found: provide the financial assurance for the public improvements.Specify if the entity is a corporation,limited system approved by the Engineering Division. The design engineer must indicate,on the grading plan, SECTION III. BACKGROUND INFORMATION partnership,LLC,etc. and the state within which the entity is incorporated and provide the name of the which lots will have natural slopes between 10 percent and 20 percent,as well as lots that will have natural 5. Improvements associated with public infrastructure must be designed in accordance with the following corporate contact person. Failure to provide accurate information will delay processing of project slopes in excess of 20 percent. This information will be necessary in determining if special grading Site Information and Proposal Description: codes and standards: documents. inspections and/or permits will be necessary. The 0.33-acre site is located at 7720 SW Bonita Road, west of 76th Avenue and south of SW Bonita Road. The property is currently occupied by a single detached house with an attached garage and paved driveway.The property • City of Tigard Public Improvement Design Standards 10. Prior to commencing any site work,the applicant must provide a construction vehicle access and parking 20. Prior to commencing any site work,the applicant must provide a performance bond for all public is zoned Medium-Density Residential(R-12),as are surrounding properties. • Clean Water Services (CWS)Design and Construction Standards plan for approval by the City Engineer. The purpose of this plan is for parking and traffic control during improvements and private stormwater treatment facilities associated with the development. • Tigard Community Development Codes,Municipal Codes the public improvement construction phase. All construction vehicle parking must be provided onsite. The applicant proposes a seven-unit cottage cluster on the subject property. =O • Tualatin Valley Fire and Rescue (1"VF&R) Fire Codes No construction vehicles or equipment will be permitted to park on the adjoining residential public 21. Prior to commencing any site work,the applicant must submit a Preliminary Sight Distance Certification --, streets. Construction vehicles include the vehicles of any contractor or subcontractor involved in the for review and approval. SECTION IV. SUMMARY OF APPLICABLE REVIEW CRITERIA CL • Other applicable County,State,and Federal Codes and Standard Guidelines construction of site improvements or buildingsproposed bythis application and must include the L_ pP p pP c.) vehicles of all suppliers and employees associated with the project. The following summarizes the review criteria applicable to this decision,in the order in which they are addressed: � CI 1- J NOTICE OF DECISION PAGE 2 OF 37 NOTICE OF DECISION PAGE 3 OF 37 NOTICE OF DECISION PAGE 4 OF 37 NOTICE OF DECISION PAGE 5 OF 37 5 SDR2022-00001 BONITA COTTAGE CLUSTER SDR2022-00001 BONITA COTTAGE CLUSTER SDR2022-00001 BONITA COTTAGE CLUSTER SDR2022-00001 BONITA COTTAGE CLUSTER co cn Q C7 - < M m CD o _0 _,., N m C O N 1 U T O CC I N N ND 0 0 Q 0 z CD uJ 0 0 CV C O O C- N 0 co C O Cr m MM 3 1� U < < W w o I- J N 'w o_ ci U CI) N O J N N V to W W J Q N 0 J N I- . E a c, o C..7 0 m , a _ Q N 6L I- O 1- z - z Cr Cr Cr 2 Zon0 O CD (NI N Q P z Q N CD W 0 2 z Q CrC % co N- ,E O Cr vJ N- C) cn _ O N N O N N CALL BEFORE YOU DIG I Cl . 2 , ONE CALL' (800) 332-2344 OAR 952-001 -0010 THROUGH OAR 952-001 -0090 Q 1 STS STS _ GENERAL DEMOLITION NOTES: \ 1 . CONTRACTOR SHALL USE EXISTING DRIVEWAYS FOR ( d CONSTRUCTION ENTRANCES UNTIL NEW DRIVEWAYS HAVE BEEN civil SS \ \ \ \ \ SS ss SS SS �S CONSTRUCTED. structural SS \ \ SS SS SS SS \ \ surveying SS ;j ss \ \ / \ \ N 2. REMOVE AND DISPOSE OF EXISTING ORGANIC MATERIAL. Le \ — _ N architecture planning \ \ 3. REMOVE AND DISPOSE OF WOOD DEBRIS BELOW STRUCTURES. \ \ \ \ GAS GAS GAS \ , GAS GAS \ \ 4. REMOVE AND DISPOSE OF WOOD DEBRIS IN TEST PITS. ® GAS GAS GAS \ GAS GAS GAS > — — — ) — — / — 5. DEMOLISH AND REMOVE OLD FOOTINGS AND UTILITIES. i.e. Engineering,inc. / / 809 SE Pine St g� k� � Roseburg,OR v� SW 0 \ ITA )^ 6. STRIP SITE OF ROOTBALLS AND DENSE ROOTS. T T T / T 7 F / 0W VARIES / 7. PROTECT OR REPLACE SURVEY MONUMENTS. leenglneering.com / 161 // (c0 PR Ores e N � / ��� �GINF •`.. Illi/ / w w w 4-44 44/ 580,0 / w / J O w w / w / / w- w w / w w GON - - - - w — w — - - - � '�'�� cP 4 - - - o �v / 4 4 \ v 4 ��l Q / �v Y 13. 2 4 ° Q 4 / iQ ° 4 Q\ � 4 O � N � � \� ° / c X M QP 4 4 ' \ 4 4 4 j� 4 T � ,` JT 4 14 <4 q — �� 4 --__71\° EXPIRES: 12/31/2026 RZW 1 I / KEYED EROSION CONTROL NOTES\ l\L : / � \— — — _ / �� 1 . INSTALL AND USE CONSTRUCTION ENTRANCE PER DETAIL AFTER 0 11 - / \ EXISTING DRIVEWAY HAS BEEN DEMOLISHED. SD.4 // I 9 H� - - - - - �/ 1 ;I� // J \ \ I I J � I _ — — 2 2. PROTECT CATCH BASIN WITH TYPE 11 INLET PROTECTION PER DETAIL. Ark R/W \' � �� — � \�1 i — . . . 1 ) I © SD.4 x x x — I © \ \ \ \ 3. INSTALL SILT FENCE PER DETAIL. sD.4 \ \ \ \ �—�. \ \ 4. USE CONCRETE WASHOUT PER DETAIL. CONTRACTOR TO LOCATE AS 0 x \ \ _ - - - � �� \ \ I NECESSARY. SD.4 / I \\ \\ _ , � / \ --(a-5D a, 41$ I x — —(,-s_,)— _ /- �i ,i,-Tf` II KEYED DEMOLITION NOTES: \ /j tea/ // / I \ _ _ _ //..-- 1 . PROTECT EXISTING POWER POLE AND UTILITY. • / / I \\ \ / 0 2. RELOCATE EXISTING POWER STRUCTURE, COORDINATE WITH PGE. = / / \ / I x o / I / I \ 3. RELOCATE EXISTING MAILBOXES, COORDINATE WITH USPS. Q / I �y„ 0 t „.,_\.. » / \_ — ������`' /r v / I I 9 4. PROTECT EXISTING STREET LIGHT, SEE LIGHTING PLAN. v) I / / \ l I 5. REMOVE EXISTING BLOCK WALL AND FENCE. r �— x / \ / / Q \\ I J x op 6. REMOVE EXISTING DRIVEWAY. Y � I on7. REMOVE EXISTING STONE WALL. Q / 1 1 / / I / � I I 8. REMOVE EXISTING TREES. Q %/ 9. REMOVE EXISTING HOUSE AND OUTBUILDINGS. co / / / 10. SAWCUT AND REMOVE EXISTING SIDEWALK, PROTECT EXISTING CURB AND / GUTTER EXCEPT WHERE NEW DRIVEWAY IS LOCATED. / o x x x / / 0 > ' / T O CC 1 / N M x , / i. GENERAL NOTES: / r I 1� � (-- // ; 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL \ 0 9 \ I PERMITS AS NEEDED TO REMOVE AND DISPOSE OF 1 \ EXISTING BUILDING, INCLUDING THE REMOVAL OF ANY \ HAZARDOUS MATERIALS FROM THE BUILDING. o iiig I 11 / N � / . o m � o \/ \\ I / / / CC w xt Q05 \ LLI N C4 N V� Z O CZr % et N Q I ` v © Ci X \ \ x LLI J o ic W p Q N Z 1— o \ '4 Q � N ¢ o � d ,mF I \ m 6) o II N m 0 A x ,z, I O ~ m k / I g 12) m cz o O cvi� o / \ - N / / / I / 1 / N \ I © / N • x \ \ 0 / N N / CALL BEFORE YOU DIG ! s C 2 ONE CALL. (800) 332-2344N U / __1� o I /v), OAR 952-001 -0010 THROUGH 0' 5' 10' 20' ( x ;I.�_ I x x x _ OAR 952-001 —0090 x \ / k/ SCALE. 1" = 10 Q 1 \ STS STS — ss ' s GENERAL NOTES: civil \ SS ss ss ss \ �s structural ss ;( ss \ ss ss SS •ss \ CONDITION 10 FROM PAGE C1 .2: PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST surveying \ — N N PROVIDE A CONSTRUCTION VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY architecture planning \ L' e \ N ENGINEER. THE PURPOSE OF THIS PLAN IS FOR PARKING AND TRAFFIC CONTROL DURING THE \ \ \ PUBLIC IMPROVEMENT CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING MUST BE GAS GAS GAS \ , GAS GAS 0 GAS GAS GAS \\ GAS GAS GAS \� PROVIDED ONSITE. NO CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON ) — — — — — / THE ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF i.e. Engineering,inc. / �C ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS 809 SE Pine St �<, \//�\/ Roseburg,OR T T T / /T T V V 30 \ ITA ITA D . �� / )` OR BUILDINGS PROPOSED BY THIS APPLICATION AND MUST INCLUDE THE VEHICLES OF ALL N / / ieengineering.com SOW VAI ES — '� / SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. / / / / N �/ / / / / FUTURE / \<c��p PR Ores e / / CONSTRUCTION / / EXISTING / / ��� \,G t N F '•. / / ENTRANCE / DRIVEWAY / sao� � v / w / w Q�`))v r i w w w w � � w w , O i _ — w_ w w w w w GON - - - Q - - - - - -I w �w — 4- - - 4 - - - \ 4 1. � � 4� \ / `�") y 13, Z2S? \. 4 J 4 / 4 � � � > J g � � 4 / QP� 1.(4/ 4 / i 4 /4 4 4 4 N __\ M. dZ 4 \ 41 4 j� 4 4T JT 4 — �— — �-- — ' — (0-- 4 ° EXPIRES: 12/31/2026 i/„,�_ — _ — , — mow, — — n/w '. 1.-__� n/v i R/wojo 1� \I \\ 4 } — _ _ / / \cl. III. : . —f 1-7 / 4 // 1 \ / \ I I+ // �\ \ _1I� 5-9-) - - - I \� . . . . . . / — J \ I x x x - - I. . . . . . . - - , I I I i, I •\\ \\ _ - - - - - --� \� R25 . J: . .•T• . . . . . . • — � \ / 0*. / \ // sAt 1 x � I \ / / '''' —\ x \ \ / / - - o- - / / I I \ — _ / + I ,, / I— �161� — � � / \\ / - '/ / \� — / \I \ ��� — — \ \ // _ ____ it 25'• .\ N\ � // / / / \ \ • / 1 x o i / I / II . . . ./ . . I . . sip` / I I t _ // /I / ---- � l \ / — � / // \ Ir — — — — — — � R20' op \x/ / \ I 5 I Q — — — / iI i ONSTRUCTION / / I , PARKING AREA / L_ Q / / 0 / / - + N Q O 03 x x x / / > NI T 0 aL I / C / N M 0 iX 0 x Q / r / `' / \ � I 1 \ I C \ ON O m ti I 11 / N E x \/ m LL \ I N CC . S r C/� N \ V� I ''�++ W M V = 0 x \ I \ W en JC L z 01�_. I �'O��l,: V J z o II \ IM I \ - 0 m a N 0 +4 Q ~ x I W m J w U O = vJ E2 C� U VJ O / I\ N / / I I / I I / N \ I / N x \ N N\ \ ( / / CALL BEFORE YOU DIG ! rc N I -fi , C2 . 1 , e_ ONE CALL. (800) 332-2344 OAR 952-001 —0010 THROUGH 0' 5' 10' 20' ( x �1.�_ ► x x x V x _ OAR 952-001 —0090 x \ / / SCALE: 1" 10 Q STS STS Ss ss civil Ss ss SS structural ss SS ss Ss surveying ss ss ss �� KEYED PUBLIC CONSTRUCTION NOTES: ® Le architecture planning N 1 . MATCH EXISTING SIDEWALK AT NEAREST SIDEWALK JOINT. SEE PUBLIC GAS GRADING PLAN ON PAGE C4.0 FOR ELEVATIONS. GAS GAS GAS ® GAS GAS GASAlk GAS GAS GAS i.e. Engineering, inc. N _I —i 2. CONSTRUCT PUBLIC SIDEWALK PER DETAIL. SD.1 809SEPineSt 3. CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL. S© SO Roseburg,OR T T T T SW 30 \ ITA 9 • 4. CONSTRUCT STANDARD CURB AND GUTTER PER DETAIL. © ieengineering.com OW VANES SD.1 EX. 22' 5. MATCH EXISTING CURB, SEE PAGE C4.0 FOR ELEVATIONS. PAVED WIDTH 30' EX. ��p PROFF , ROW WIDTH 6. CONSTRUCT CONCRETE RETAINING CURB PER DETAIL. 10 ��,"`<c' i N E S 3 SD.1 C © O 44' PROPOSED O 5807-44 xi ` �% ROW WIDTH w w w p v w w w w w OO GON w w w w w w z. i` 4 J w- w �� X r 13, - ,\. < --1 < / I 22 < X E4ISTING SpEWALK EXISTJNG SID ALK / M. 4 4 13' 4 j 4 ar 4 Q TQ EXPIRES 12/31/2026 i „nvw 4 I I DSCAPE npe �o o < / a STRIP R/ LEGEND: Q ° _.114' ROW DEDICATION 5'--1 V )I / 4 4 a 2i d _ a , Q/ J 4 4 a 4 PROPERTY LINE NI6 e / 4ff ° 4 R/w EXISTING RIGHT OF WAY`- �� 0.5' PUBLIC R/W NEW RIGHT OF WAY 8' PUE ACCESS STRIP PROPERTY LINE (TYP) �� 159 , ` 15$ PUBLIC UTILITY EASEMENT (PUE) — r 159 �„ 1-61 4 �, 4 X X FENCE LINE I COTTAGE 2 d / COTTAGE 1 543 SF/ FLOOR x 382 SF/ FLOOR __1‹ 1086 SF TOTAL 764 SF TOTAL FFE = 161 .00 FFE = 159.50 is • . 4 4 X O / 1<r +— Q 4 U COTTAGE 3 L 4 , 4 574 SF/ FLOOR 4 1148 SF TOTAL 0 FFE = 161 .00 Q J_ 1 up 5 A\ - CO ••.• • • •.• • •7. II I 4 C 160 - x COTTAGE 4 \I4 _ 574 SF/ FLOOR x 4 /4 1148 SF TOTAL co a FFE = 161 .00 f ROPERTY LINE (TYP) m I 1 / j Qu T U O CC 1 4 . • • Ij• • •:•; • • • r • • • •z• • •i;• • • • • • • • .• : RI ii# In Q - _ •�• • •• 1 • • • •i• •.•. O \JI / U Q ` w 4 J 4 COTTAGE 5 574 SF/ FLOOR 1148 SF TOTAL / o FFE = 161 .00 TS Q N 00 x id Q Q v) O Y N rV cn //\ Z NIL = a O QC J / 4 r CD a c~ G J x COTTAGE 6 1 4 a W 574 SF/ FLOOR C.1 o 1148 SF TOTAL a iJ 4 FFE = 161 .00 J 3 0 4 N o \ NJ X ) ___1‹ . , . • r J L.LJ 4 < M U` 0 CD m 4 7 W d c/J 0 Q. J a ICI 7 543 SF/ FLOOR 1086 SF TOTAL FFE = 161 .00 i, , N N i 6 t CALL BEFORE YOU DIG ! N X II ONE CALL' (800) 332-2344 IL_ • OAR 952-001 -0010 THROUGH 0' 5' 10' 20' C 3 . 0 . ,_ ._._ • • .. OAR 952-001 -0090 ,a) 7, •_ _ SCALE: 1" 10 Q SS SS SS SS ``` IS 7,___-_,,,,,, SS SS SS SS _ SS SS SS ss KEYED SITE PLAN NOTES: ® civil ,_ structural 6 • surveying 1 . CONSTRUCT ASPHALT PAVEMENT SECTION PER DETAIL. SD.1 GAS GASLe GAS GAS ® GAS GAS GAS architecture GAS GAS GAS 2. CONSTRUCT CONCRETE PATH PER DETAIL. SO planning w 3 - 3. CONSTRUCT STANDARD CURB PER DETAIL. 0 SD.1 T T T T SW 3 0 \ ITA 9 . 4. PAVEMENT STRIPING - 4" WIDE PER ODOT/APWA 00860 STANDARDS. SD.1 i.e.Engineering, inc. OW VA I E S 5. CONSTRUCT 6.0' CEDAR FENCE PER DETAIL. Ark SD 809 SE Pine St Roseburg,OR Alk 6. CONSTRUCT 6.0' CEDAR FENCE W/GATE PER DETAIL. SD. ieengineering.com 7. INSTALL 8"X8"X16" LANDSCAPE CMU BLOCK WALL, ELEVATIONS PER 0 SEE PAGE C.3 FOR IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY w w w w SHEET C4.1 TiEr w w w w w w w w -\' OI CF w w w I r J J w 8. CONSTRUCT 3.0' CEDAR FENCE PER DETAIL. SD. ��S���O I N F 5; �,� 5807 y 4 � �a'aaaa`a a 4 J a ���z�� J - a / 9. NOT USED. ��/ r 7' en % 4 a4 4 MNs� 4 °T 4 a�TQ 10. 6' PUBLIC ACCESS EASEMENT. Oo GON a \ Rw tv' Y13, ZOO 0 a / c c c �i� / 1 1 . CONSTRUCT 6' CHAIN LINK FENCE ON SOUTH SIDE. \ X M Q 0 a P / c I1 ,--:` _1_.1/// A � iii_ / v1 N�1 fib41 _' c c G • s SS ` EXPIRES: 12/31/2026 4 1. 4 Q / 4 GENERAL STRIPING NOTES: . 4 4 Raw /-4 A a 1 . STRIPING PAINT TO CONFORM TO LATEST ODOT/APWA AND OTC •6'.•P. B�I�.AC��SS. �� 5 ' �� STANDARDS, OR AS SPECIFIED ON PLANS. • ••• ASEMENT PUE MEI 158 / - Og \ I 'T' -TO" SET ACK-Elk .'i+i 1-59- 2. ALL STRIPING TO BE 4 WIDE UNLESS OTHERWISE NOTED. 1-69 - ©5 LF 3. ALL PAINT LINES TO BE STRAIGHT AND UNIFORM WITH ZERO OVER .•. Ill . .• 4:4 _.� 1•f�1 SPRAY. © ' ' 4 • \ COTTAGE 2 4. PAINT TO BE APPLIED WITH A HIGH PRESSURE AIRLESS SYSTEM. x COTTAGE 1 543 SF/ FLOOR •••••0 • ' ' ' 382 SF/ FLOOR -i 1086 SF TOTAL 5. PAINT TO BE 30mils THICK. (TWO COATS) O 764 SF TOTAL FFE = 161 .00 FFE = 159.50 % 4) 6. ALL CURB LESS THAN 6" HIGH SHALL BE PAINTED YELLOW lip / IACI 7. CONTRACTOR SHALL PAINT CURBING RED AROUND ALL FIRE DEPARTMENT • ��,� 4• .3' 5 5 LF APPURTENANCES AT NO ADDITIONAL COST TO THE OWNER. x 4' i •• . t 'C3. . 4' • 0 4IQ / a , COTTAGE 3 • 4 , 4 / 41 574 SF/ FLOOR ., / c)c) • R2 4 - i 1 148 SF TOTAL "%=. _LEGEND: . . _ • /Ir_ 1 4 I. FFE = 161 .00 �' x • • • 5$ S•fS S •- Ai :3 \: t) N . .WW1; IACI 1 s_s ©5 LF PROPERTY LINE . • -:- =' r 4' R/v, v, . • = - EXISTING RIGHT OF WAY . `S S � L ©123 LF J g' 4co x COTTAGE 4 ��4 R/W NEW RIGHT OF WAY 574 SF/ FLOOR x c Q I 18' ► 4 4 /4 -4'� 1 148 SF TOTAL PUBLIC UTILITY EASEMENT PUE ' I4' _ W < FFE = 161 .00 (RUE). .tn . •• N �TYP) �4 o . I i �� . - - _ 4 ._ AC # � SETBACK LINE c� - - - - _- 4.3 0 o N x s 71 ©5 LF X X I • • • © FENCE LINE j T a� cji 4 I%) 4) COTTAGE 5 4 • 574 SF/ FLOOR ASPHALT CONCRETE (AC) Q • • . . . • 0.• •. R2 ' / IN 1148 SF TOTAL FFE = 161 .00 w x • • .. ... . . . . ... . SETBACK _ •ACI CONCRETE_ Qan S 4 Q Q '4 J N COTTAGE 6 4 4 H 0_ CIO W o Y N x 574 SF/ FLOOR > y ' 6 1148 SF TOTAL co 1 W FFE = 161 .00 C j 1 / V J T { ,44 0 W 1 t8 -4. i $ CD • • • • • • ® IACI KEYED POWER NOTES: cr J W W x (TYP) - �_ ® • + ©5 LF 1 . PROPOSED POWER CONDUIT* > J Z 00 W _ CZ 4 4` / Q a I- c1 W o J C2 4) - v o o m L` D5 \ S$ US • STS * COTTAGE 7 4 2. PROPOSED POWER METERS* ~ m o - N �, 0 � 543 SF/ FLOOR � � � w w • • © 1086 SF TOTAL // 3. PROPOSED POWER VAULTS* a m o y <' n FFE = 161 .00 0 brt * PROPOSED POWER LAYOUT. SEE PGE PLANS FOR N x 21 ' AC W x EXACT LOCATIONS AND DETAILS RELATED TO THE POWER EASE NT 1 DESIGN AS NEEDED TO SERVICE THIS PROJECT. Lc 7it � 5' SETBACK • • • % AC • •• N N %� CALL BEFORE YOU DIG ! C3 . 1 5' SETBACK ONE CALL. (800) 332-2344 0' 5' 10' 20' OAR 952-001 -0010 THROUGH OAR 952-001 -0090 SCALE: 1" = 10 i STS STS CIVIi SS `'ASS structural SS SS SS SS SS surveying SS SS SS SS - 3 EROSION CONTROL NOTES: Le architecture - _ v planning \ 1 . MAINTAIN CONSTRUCTION ENTRANCE PER DETAIL AFTER EXISTING 0 \ \ \ - \ \ DRIVEWAY HAS BEEN DEMOLISHED. SD.4 \ \ \ - GAS GAS \ GAS GAS 0 GAS GAS GAS \\ 2. PROTECT CATCH BASIN WITH TYPE 11 INLET PROTECTION PER DETAIL. ak GAS GAS GAS I SD.4 i.e.Engineering, inc. N 3 / / 3. MAINTAIN SILT FENCE PER DETAIL.© 809Ro SE Pine R � t / � � SD.4 Roseburg,OR �� SW �O \ ITA � � . �1 4. USE CONCRETE WASHOUT PER DETAIL. CONTRACTOR TO LOCATE AS 0 ieengineering.com T T T OW VA I E S - '- NECESSARY. SD.4 7 ' / ED PROF O / � / -5 GIN - °�., / / © 3 156.02 TFC 154.84 BFC 5807 .� y i 156.44 TFC 156.14 TFC 156.49 TFC' �`\J 157.00 TFC -156.38 BFC 156.04 BFC 155.99 BFC i 155.52 BFC w MATCH EX. / 156.50 MATCH BFCX. MATCH EX. MATCH EX. ,MATCH EX. w w wMATCH EX. , w w 1P, OO GONt. o w --w w _ w w GENERAL GRADING NOTE: �iC�' Y 13, Z°° ° ld" o Uv -Q-7QQQ Q \ i X Q� M. 157.02 Q P. \ 155.66 i 1 . CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION IF 14' a CONC 156.94 0 156.64 CONC % q � ANY MATCHING GRADES AS SHOWN DO NOT MATCH THE ACTUAL EXPIRES: 12/31/2026 q� CONC ,O (GONG - - - \ Q q aT \ Jr - � _ g► _ - - GRADE FOUND IN THE FIELD. �� -- - arm 155.65 R/w I 4 �� c _- c f1�fi} _ CONC 155.50 0 111- SaliC,175 I°= 156.29 156.22 c MATCH EX. CONC. 157.01� � rwW CONC �CONC \r. 155.78 I> I CONC trONC CONC _ •- ��r��� ' 1 '' .. .� 155.86 S 157 05 1.7�� ,. � 4e v � q 4 l�{ � \ � '" Q h_ _ � � CONC \ -l4 / I CONC 1p-fik%?&436j4 ,3 '�;4'156.50 0 Ip a 156.04 4 - \ \� \q �, -( 59-)- - CONC CONC i \� CONC Q L J \ 1 . R-a`._ �' _ 155.95 R/w 157.18 _.- ��... . ; z �i 11:..,,.� w� - _ CONC CONC i 157.1,` . 157.31 TFCErffa 1 7 I LLiit1vu: CONC4•156.81 BFC iFili / lugg�r'�t _ - - �111 �� I � � I i PROPERTY LINE b��_►e • I _ - v :„ . _. Gov- _ C /i , . v5 �) --G-1 (1UO)- __ ��,�� ) 7r77, 4 R/W EXISTING RIGHT OF WAY Oa 1 x \ 1,:�,• �I O COTTAGE 2 `, R W ���.. COTTAGE 1 543 SF/ FLOOR /I / NEW RIGHT OF WAY \ Peotr ��Lik) ��� 2 SF/ FLOOR �° �� 1086 SF TOTAL / I I 7 \ �� / 764 SF TOTAL ! - - FFE = 161 .00 / \ \ 11�,1,�0 FFE = 159.50 �/ /W 1 I ' I / \ PUBLIC UTILITY EASEMENT (PUE) IO 4'!���' /�� / a \ (, 4r�� i '.---, //_/ / ....., -I AC I SETBACK LINE x - \ Imo. \ �� /• / iv o - -`: . .* 1 . _. 11 1 . .... . N 4 �� 4 X X FENCE LINE - / I / I 4 / Q /• / 5 , COTTAGE 3 �` I U I / \ a574 SF/ FLOOR d / q \ 1 148 SF TOTAL I I • © CONCRETE p = /• - / / yy FFE161 .00 l I a • .^ a • 771 L„..., //ID \,-,/I ss / \ \ w 4...7 .z_::". ,.......- ...., ,) \ 4, 4, * * NY NY 4, 4, 4, * < }._ / 1\IF - ...-...- AC LANDSCAPING -I--,v v w w w w v v v w CO / / \ / 4 / 168 I _ / COTTAGE 4 4 o/ D / / 574 SF/ FLOOR c� I / q , 1148 SF TOTAL 0 0 cii / N 4 •W FFE = 161 .00 •;'. / (4) aD - o q . . .- . . . IACI _. / . . • 1-1 • 1 4- . .z1 1_A N M Cc o / Ia W 4 / I N 4 COTTAGE 5 , J * / 574 SF/ FLOOR ° \\ o El I \ 1148 SF TOTAL N O 03 FFE = 161 .00 0 'kt N O XtH'''''') N z. 0 •,\ 11 '''': \ I I AC I . . - LIJCIC i O Y I\ \ p . ."1.. • 1 .�1 1 • .�• ...7Z • . 1 ._ \ CC = r CI) O r- SS Sc / - 4 J i 661 \ J x 515� 1 J ` COTTAGE 6 4- W \ I \_ 574 SF/ FLOOR \ >' Q W DDD y I 1148 SF TOTAL \ J Z o co\ I FFE = 161 .00 _ \01 1i. i I i q \ • • ¢ N z 0 e� chi I \ r• Q 0 ,- I 1. I AC I i ` V CO Ii I d H = VJ m 4 4 8 r - i p o SS i Ss N / ' I * 1 , COTTAGE 7 ? 41;/: / STS \ STS 543 SF/ FLOOR / a / \ N. 1086 SF TOTAL / // N \ FFE = 161 .00 / o 161 1 / CN II \ ' x \ \ W / X CALL BEFORE YOU DIG ! P C4 . O K ONE CALL. (800) 332-2344 '�/t‘ __L \ I 0...•.. \ I AC I OAR 952-001 -0010 THROUGH 5 10 20 i "•' / OAR 952-001 -0090 X I X I. X X X / X SCALE: 1" = 10 SS SS SS SS SS SS SS SS 3 SS ss SS KEYED GRADING NOTES: ® civil 1 . MAINTAIN CONSTRUCTION ENTRANCE PER DETAIL AFTER EXISTING 0 • structural DRIVEWAY HAS BEEN DEMOLISHED. SD.4 surveying GAS GAS GAS GAS GAS GAS ® GAS GAS GAS GAS 2. PROTECT CATCH BASIN WITH TYPE 11 INLET PROTECTION PER DETAIL. © Le planning SD.4 3 agh 3. MAINTAIN SILT FENCE PER DETAIL. SD.4 T T T T SW 3 0 \ ITA 9 . F 4. USE CONCRETE WASHOUT PER DETAIL. CONTRACTOR TO LOCATE AS 0 i.e. Engineering,inc. OW VA I ES N NECESSARY. SD.4 809 SE Pine St Roseburg,OR © N 5. INSTALL 8"X8"X16" LANDSCAPE CMU BLOCK WALL, ELEVATIONS PER 0 agh DETAIL. Wr TOD ieengineering.com N 0 W w w w W w W W W W w W W F,��D R OFFS W < _V_ �� ° �v a/ ' a s ¢aa a q / ��\� ��80NF ``J% C�CT\/° q � � �� Q 14' �,1i \ N/ 4 �, 4 ' °\IS4(\ 4 < t� 4 qr `J �OOGON N 4 �D I` 4 L < � y 13, 2 oo:\\\„ 0 \ E ° lit, 1 OO RI C o �� N M. 4 , s\ ow \ EXPIRES: 12/31/2026 .;,� �. _ 157.18 157.19 SS I c_'�4�� ° 4 J 4 p q CONC I( CONC < • ktS)oJi' 4 J 4 q / < x I11157.19 �� <, =156.50 0 156.47 ©fANDSCAP, WA� L . - -\ 157.42 TFC ,. , . < < 1. R/W \ -coNc �CONc SEE DETAIL 4 < • CONC ,, fr,, \',• 156.82 BFC �' RAW '� ! __ - �`_ �. _ RINIWOMil ���� -� �/� 19.63 TOP 1159.63 TOP 11 I157 ►1'• °\ �I �58 x N // \,,,,,_______:, \,%- ;IIi III Fla 1 II ��I 1-59 . 156.50 156.47 11�, +4 4111111 III.=� glut-! jCONC CONC i1eAIL 1[coNc : 160.43`Mj► 160.34 }gg_ /.�`i� = CONC 160.95 Q F I `:_:.J . 1 Cl ` CONC • 161.05 TOPE ;' 161.06 4 I. ,411/C l:: : : 0. CONC CONCO�ji `I ° Ni EMME L I O 161.05 �,i. �,� 1. \ CONC COTTAGE 2 - X l/ • 160.391 BOP x ��•�.c COTTAGE 1 543 SF/ FLOOR 161.00 (n 0 0 ��l \\ 382 SF/ FLOOR L'' 1086 SF TOTAL CONCFP° �160.95 cn \ LANDSCAPE WAL ° SEE DETAIL 11 °\ 764 SF TOTAL FFE = 161 .00 CONCI . I \41\ \ FFE = 159.50 r ° 6 160.43 -160.34 CONC `J r) gi � ��°\\ - < .-.: . . . . _ . IACII � r� (1 CONC161.06 rOP 158 CONC CONC 'v160.56 BOT \ 1 s0.95 X y r X \ \ O.56 �Q 4 • 161.10 1 61.00 CONC I • 1.,9 (A J 161.03 TOPI CONC �, CONC CONC �j 161.01 /-160.53 BOT \ 1 1Q N CONC C / ID �; a X 1 so.29 TFC 160.90 4 / < / 161.08 COTTAGE 3 b CONC 1 s0.90 TOP /A CONC 574 SF/ FLOOR 1 61.00 1 60.95 159.82 BFC ��160.46 BOT 4 CONC �CONC O �160.50 161.07 TOP 1148 SF TOTAL I IE •- 160.00 TFC_ O � CONC 160.62 BOT FFE = 161 .00 \ �1,1�r1 s 159.50 BFC 160.68 TFC / - - - -� U 160.34 TFC i I X 159.92 BFC STS 160.18 BFC ' 1 4 (n (ten '• I AC I N (60 r 160.85 TFC } - -y' 160.99 TOP •`•. 160.95 X • 9 LANDSCAPE WALL 2 c, 160.35 BFC - 160.46 BOT-0 ( 1"---,„_161.04 CONC N.T.S. J 161.00 I, 161.56 TOPi 4 CONC CONC7 TFC °' 160 160.96 BOT [159.63 TOP j 59.17 BFC 160.90 TFC Gr�161.00 a x X 160.37 BFC �6 CONC COTTAGE 4 4 I A-, 160.22 160.43 574 SF FLOOR 161.00 j160.95 161.00 TFC AC �� CONC �, / CONC CONC CO 160.50 BFC 160.36 TFC-BFC in - /4 1148 SF TOTAL -• I i N0 N FFE = 161 .00 c, I w 1160.36 TFC=BFC :! CD i i N i;• o 160.80 TFC 160.42_ •.e I m o 3 © ill 160.34 BFC coNC T • • ••! T 4 .:•t • • . • • . .• IACI 161.04 TOP • • •`•-� X 160.95 0 LANDSCAPE WALL 1 > T N' \ / ir:.ii:i:i:i:oz-ik;C..ez oz. , _ _ _ ...i e_z_1!.z.•_;.•_z.itz. 1,-. v) 160.57 BOT �' 161.03 CONC �4 U CONCCC n 161.07 TFC 160.83 TFCN.T.S. N. 160.57 BFC 160.41 BFC < CONC CONC I4 q N 161.04 TOPS m fr COTTAGE 5 o TC1) 160.57 BOT 161.03 160.90 TFC CONC 574 SF/ FLOOR 161.00� CONC 160.95 160.02 c 160.40�JBFc 1148 SF TOTAL CONC AC FFE = 161 .00 160.97 TFC��-� W .\ip ZS 160.47 BFC \ z .� o .. 160.90 TFC c 160.40 BFC N o 2 o m • • • . . • . IACI 160.96 TFC 160.84 TFC < • o I • 160.46 BFC 160.43 BFC J �������• • • • • `' 161.00 TOP _,_e.,_:., \ 160.95 0 (q 160.50 BOT 'TCONC o m I ' SS SS \ II / a 161.04 CONC 161.00 < CC z Q Q CONC w o W �161.00 TOP 161. X I SIS 160.50 BOT �% �� 161.04 COTTAGE 6 ` �/� 4 V/ O CONC 574 SF/ FLOOR 161.00 CONC �1s0.95 160.84 TFC 1148 SF TOTAL CONC J N 1 so.4o BFC FFE = 161 .00 V 1160.34 TFC=BFC / U W J 161.15 TFC___--ID /1 4 4 (Z C 160.65 BFC I 160.44 1160.37 TFC=BFCH q Q W 1 W AC 160.84 TFC ® ) __I Q1 IACI J o y 0 [0 J 161.00 TOP • ONCQ ¢ o J , TD I 160.42 BFC El ® 160.57 BOTH �,� 160.95 Lc, " 161.05 1 61.00 I •- SS SS coNc COTTAGE 7 CONC �4 ~ CO o a =1i o co N S"�S STS * \ p /� Z 5 w c' • I 1 so.51 / 161.05 543 SF/ FLOOR \� O o Q W Q z i I coNc J CONC 1086 SF TOTAL 161.00 2>\_160.95 m161.00 TOP_ FFE = 161 .00 coNcCONC nl /160.56 BOT V✓ N 161.41 TFC_ % W 160.97 BFCII 161 Ik -i 11.20 TFC X IL _ i _± \ 0.79 BFC N ri NI . . . .-. CALL BEFORE YOU DIG I ■ 1 ONE CALL' (800) 332-2344 01 51 10 20 OAR 952-001 -0010 THROUGH (i) 3 OAR 952-001 -0090 SCALE: 1" = 10 Q i SiTS KEYED STORM NOTES: civil ss ���� structural ss ss ss SS SS 1 . CONNECT TO EXISTING CATCH BASIN. CONTRACTOR TO CORE DRILL EXISTING • ss ss ss ss ss CONCRETE CATCH BASIN. surveying ss Le architecture 2. INSTALL 6" PVC STS LINE, LENGTH AND SLOPE PER PLAN, TRENCH PER DETAIL. f S© planning N 3. INSTALL STS CLEANOUT PER DETAIL, INVERT PER PLAN. s© AS GAS GAS GAS GAS ® GAS GAS GAS GAS 4. INSTALL CONTECH SINGLE-CARTRIDGE STORM FILTER CATCH BASIN PER DETAIL. 0 GAS GAS _ RIM= 159.84 SD. N -- - - - SUMP= 155.29 i.e. Engineering,inc. 809 SE Pine St T T T T SW 30 \ ITA D . 5. INSTALL 12" STS AREA DRAIN PER DETAIL. 0 SD.3 Roseburg,OR r ieengineering.com OW VARIES N ��o,p P R OFFS 0 EX. STS CB RIM= 155.54 c.,��' �; 1 A14, NEW 6" INV IN(S)= 152.51 4/ 58 -!§NOV: 0�\ FX,ti 14" INV �r•� 152.50 w w w w w w Q w w GON w w .. w �® w w .C►1,• OD` Q 4 w 4 r I�I� I Q / Q / \ Y 1 M. ZO' s • N . 4 / 4 4 4 a 1111!74 a `� QT 4 a EXPIRES: 12/31/2026 N \ 4 4 ,.,., \ R/W LEGEND: o f o / 4 c c GNg J25LF 2.44% C > if Il SS ,, - 4 1 4 4 4 J 4 °/ c PROPERTY LINE 4 4 • 4 - 4 4 / 35 LF 4 6 L 6" I\IV OUT(N1=41 3.1 4_JD 11 a Rv" EXISTING RIGHT OF WAY 4 S=1 % S=1 .0 0 „ R/W y + L = 3 LF • III iiii 157 / \ R/W NEW RIGHT OF WAY S=1 N% 158 MI II<4 1 t e T PUBLIC UTILITY EASEMENT (PUE) 1a 1-6.1 �- • 4 SETBACK LINE ` � COTTAGE 2 N` x COTTAGE 1 `� 543 SF FLOOR X X FENCE LINE (0 382 SF/ FLOOR 1' _1 1086 SF TOTAL 764 SF TOTAL FFE = 161 .00 (( STS NEW SANITARY STORM LINE FFE = 159.50 �� �� 0 35 LF 0 6" INV OUT(SW)= 157.26 S=8.0% • . .=. . I AC I • • *=�-+ EXISTING SANITARY STORM LINE 6" INV OUT(S)= 03 o . . . .-. . ,,- • x µ 157.04 ,, . cn 10 LF © 4 �i 4 f x d a •• • o S=2.9% i a Ia • d CONCRETE / •� 5 , COTTAGE 3 / .a• .• . a . • • t] U 4 5' LF 0 - / © . 1 LF 574 SF/ FLOOR / cr) S=2.0% r =2.0' 1 148 SF TOTAL au SS S , W ° FFE = 161 .00 141 I © 6" INV OUT(W)= 157.09 i_ to AC co INV. 156. } "7" Q 17 L " . . . . .... . . . . . . . . . `;' Q • . •` INV.= 156.81 - SS�2J% J 4 �4 co 16o- x 2 27 LF 17 LF 0 •" COTTAGE 4 N 5=1 .6% S=2.0% ! 574 SF/ FLOOR x a� 1148 SF TOTAL 3 4 /4 •W FFE = 161 .00 _' 0 cd cn1 J a . Y. U © 6" INV OUT(NW)= 157.14 T o 41 s= LF x Q • • •.• • • • 1 • • 1...• • •-..• • • .:• �.t ., N M 0 U 0 8 L 17 S= 4.00% o 4 COTTAGE 5 (/) A / i.) ,n 574 SF/ FLOOR INV. 156.94 -A 0- 1148 SF TOTAL o RIM= 159.88 FFE = 161 .00 tiCO INV.= 158.92 iiiv/ Z 02 1 m x SUMP= 152.44 © 6" INV OUT(SW)= 157.56 0 z 1 LF Q . . . .. co IACI Q Q © 14 LF Q . . . ._. • • ... . L w S= 5% S=1 .0% \ HNI SS SS / 1i. / a J M x COTTAGE 6 W 4' J INV.L 157.11 -/VN9' 574 SF/ FLOOR x C� W `� 1148 SF TOTAL = Q N 29 LF L FFE = 161 .00 J a T. S=1 .0% �_ J a o 4 © 1 1 IMF © 6" INV OUT(W)= 157.54 :4 z N z o Q i N o J 21 .5n M INV.= 157.43 iE S 0% N = IACI H o a ii o `° - x I i rI ii i L,.Jii c� 4/ YM�M i�+ 7 QW i9_ SS SS V 4 /r� ° COTTAGE 7 WICI INV. 157.42 O STS 543 SF/ FLOOR -� 1086 SF TOTAL / 0FFE = 161 .00 N 0 X I 161 W 0 6" INV OUT(W)= 157.86NI �; 0 S=1L0% 11 x CALL BEFORE YOU DIG ! N c ONE CALL. (800) 332-2344 C5U 0 , IAC © 6" INV OUT(N)= 157.48 • • •: • • . J 1 • •:• • • •:• • • . • .=. . . . OAR 952-001 -0010 THROUGH 0' 5' 10' 20' X X -X X X -.•=• • • • • . . • • • .:• • • . • .. OAR 952-001 -0090 °' SCALE: 1" = 10 0 i KEYED WATER NOTES: STS STS 1 . HOT TAP EXISTING 8" WATER MAIN. FIELD VERIFY EXISTING 16" & 8" WATER 0 Agh MAIN LOCATIONS. DEFLECT 2" SERVICE AS NECESSARY TO AVOID POTENTIAL SD.3 SD.3 civil CONFLICTS. COORDINATE WITH CITY OF TIGARD WATER DEPARTMENT PRIOR TO • SS ss ss SS CONSTRUCTION. structural SS ss ss ss © 0 surveying ;_„_'1 ss ss SS 3 2. INSTALL 2" COPPER WATER SERVICE PER DETAIIL. LENGTH PER PLAN. SD.3 SD.3 Le architecture 3. INSTALL SEVEN 5/8" WATER METERS ON 2" SERVICE PER DETAIL. CONTRACTOR 0 0 planning TO COORDINATE WITH CITY OF TIGARD FOR APPROVED VENDORS PRIOR TO ® SD.3 GAS GAS CONSTRUCTION. GAS GAS ® GAS GAS GAS GAS GAS GAS 4. INSTALL 1 " PVC WATER SERVICE LINES, INCLUDING ALL BENDS AND FITTINGS, i.e.Engineering, inc. N 3 - - FROM EACH METER TO EACH COTTAGE, LENGTH PER PLAN. (LOCATE IN COMMON TRENCH) 8Ro Pine St Roseburg,OR T T T T SW 3 0 \ I TA D . ieen ineerin . 5. INSTALL 2" WATER METER PER DETAIL. s0 g g com SOW VA� I ES N 6. IRRIGATION CONTROL BOXES. P R OFF EX. 16" WATER LINE KEYED SEWER NOTES: n r.--,() �G i N F S 1 . CONNECT TO EXISTING SS MANHOLE. 5807 `� EX. 8 WATER LINE W O` `� w w w w w w w v W W W W W H 2. INSTALL 8" PVC SANITARY SEWER LATERAL, LENGTH AND SLOPE PER PLAN, s© L,'VGON ° w- W w ®'� 1 JJ_ TRENCH PER DETAIL. 4v, y 13 Zoo '161 \ ° ° t ?�77 7 ° /7 3. INSTALL SS CLEANOUT PER DETAIL. s© s0 ,� M Os 4 / 4 ei4 4 © 10 LF 4 ° �� NQ °T N 4 °4 4 © 4 4. INSTALL 6" PVC SANITARY SEWER MAIN, LENGTH AND SLOPE PER PLAN, © © EXPIRES: 12/31/2026 IPI TRENCH PER DETAIL. sD. SD.3 W I- c 5. INSTALL 4" PVC SANITARY SEWER MAIN, LENGTH AND SLOPE PER PLAN, VJ44 4 ' v��i as ` c TRENCH PER DETAIL. s�. s�.3 SS J ! 4 4 J 4 °/ ° \ 4 4 ` 3 6"°INV IN(S)= 154.9t 0 PC7-c/c 4 /� 2 44 LF / � ° J � ° 4 ° - S=0.6% 4 L ,, • Raw l �l =..: / \ , ' • 157 / 1 EX. SSMH RIM= 158.57 cm) 1 158 EX. 8" INV IN(W)= 154.76 �1II I 159 , NEW 8" INV IN(E)= 154.63 ' °J 1 ' .- ©4 METERS 03 METERS EX. 8" INV OUT(N)= 154.43 I �^ 1-6.1 O 62 LF COTTAGE 2 x -r/3- , '-- . , : 1 COTTAGE 1 1543 SF/ FLOOR N 382 SF/ FLOOR 1' -IQ 1086 SF TOTAL 764 SF TOTAL FFE = 161 .00 FFE = 159.50 W 0 W W W( . TAT i W W iAi 50 LF 4 3 4 INV OUT(SW)= 156.03 S=1 .0% - N 52 LF 0 / . . . . . : I AC I . . . 4" INV OUT(S)= 3 . . . :_:, xcm 155.96 / lG . . .. 4 0/ 4 /'' >: o 5 16 LF 4I4 /� c� �� S=1 .0% COTTAGE 3 U 4 9 LF� 5 574 SF/ FLOOR / S=1 .0% 4 O 80 LF 1148 SF TOTAL S S - FFE = 161 .00 I STS 16: 3 4 INV OUT(W)= 155.98 INV.=155.39 CO N � - 5 38 LF 5 14 L' AC I } - - S=1 �� 13 L 15 s`� --A 3 4" INV OUT(NW)= 155.98 f Q x 160 S=1 .0•. •� \/' COTTAGE 4 \4; ® WATER METER DETAIL a, o _ 574 SF/ FLOOR x N.T.S. - 1148 SF TOTAL * PRIOR TO CONSTRUCTION, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR o 403 i ° 1N_ FFE = 161 .00 THEIR MANIFOLD ASSEMBLY TO ENGINEER AND CITY OF TIGARD FOR APPROVAL. g 100 LFNI '- LEGEND: cc i ac 47 LF a . ::•...... . . . :. . . .= . 2 M U 5=1 .0% 7 Z PROPERTY LINE I ` \I g)) 4 COTTAGE 5 \ UJ J 574 SF/ FLOOR • 9 0 117 LF 1148 SF TOTAL R/W EXISTING RIGHT OF WAY N ° o FFE = 161 .00 r . o M O x\ / R/W o NEW RIGHT OF WAY 3 4„ INV OUT(SW)= 156.46 0co n � AC � w Q ¢ N %* \F PUBLIC UTILITY EASEMENT (PUE) LLI El Vr W NI 6" INV IN(S)= 155.90 6" INV OUT(N)= 155.85 S S� ' ' / 5 5 LF / 4 SETBACK LINE J ILI ti N 1 J S=1 .0% v J -� COTTAGE 6 �\ 4 W 0 J S-4 LF 4 I I5I41 LF 574 SF/ FLOOR �` X X FENCE LINE S=1 .O% 1148 SF TOTAL O Ct ~ to - FFE = 161 .00 J o 2 SS NEW SANITARY SEWER LINE - a °' o 4 q 0 139 LF Q N 3 0 21 LF � _ ° z 0) u, N = o S=1 .0% 0 411 J AC ss ss H I om EXISTING SANITARY SEWER LINE a Z - C6O ¢ z Q z t '' 3 LF 4 ss SS - V 4 4� 3 4" INV OUT(W)= 156.66 Q 4 W W NEW WATER LINE 02) CCy , - N S=1 .0% STS STS * COTTAGE 7 I I • 543 SF/ FLOOR w w 5 48 LF 1086 SF TOTAL / EXISTING WATER LINE /:%' 6" INV OUT(N)= 156. 5 3 S=1 .0% FFE = 161 .00 0 x I I 6 I VV- . \IC:1162 LF y • CALL BEFORE YOU DIG ! N . 4 ° • 4 . . a CONCRETE ONE CALL' (800) 332-2344 C5 . 1 AC A • Ll OAR 952-001 -0010 THROUGH / 1 - ' -V�,Pr, , , , , , • OAR 952-001 -0090 =. . •_. :. . . _. . .'__ SCALE: 1" = 10 c Q I r GENERAL LANDSCAPING NOTES: II H STS STS • TREES SHALL BE PLANTED IN ACCORDANCE WITH THIS PLAN IN TERMS OF SPECIES, SIZE, QUANTITIES, AND LOCATIONS. SS ", ` 'S civil SS ss ss ss Ss `__ • STREET TREES SHALL BE LOCATED WITHIN 6 FEET OF THE PUBLIC RIGHT OF WAY. structural ___ SS SS SS SS 3 55uH-; ss SS • ALL TREES SHALL BE SPACED IN ACCORDANCE WITH THE PLANTING STANDARDS IN surveying SECTION 2 OF THE TIGARD URBAN FORESTRY MANUAL. Le architecture planning • COORDINATE WITH THE PROJECT ARBORIST IF SPECIES SUBSTITUTIONS ARE NECESSARY IN ORDER TO AVOID AN URBAN FORESTRY PLAN MODIFICATION. GAS CAS CAS GAS ® GAS GAS GAS GAS GAS GAS • INSTALL 3" OF BARK MULCH IN ALL LANDSCAPE BEDS. 3 — i.e.Engineering, inc. • LANDSCAPE CURRENT AS OF JUNE 19, 2025. 809 SE Pine St T T T T SW 3 0 \ I TA D . Roseburg,OR r KEYED LANDSCAPING NOTES: ® ieengineering.com SOW VARIES 1 . INSTALL 4" OF COMPACT GRAVEL. � 3 •K2. CONSTRUCT 6' CEDAR FENCE W/GATE PER DETAIL. s0 W w w 3. CONSTRUCT 6' CEDAR FENCE PER DETAIL. SO �0 w w w w w W �® w I w W W W W 4. LANDSCAPE WALL, SEE PAGE C4.1 FOR GRADING. (/[%\O w J J 47L a a J Q ��� ��7 Qc� N 5. CONSTRUCT 6' CHAIN LINK FENCE ON SOUTH SIDE. v q / 4 �. 4 ,, 4 , 4 Q j I A QT 1 4 43) _,..... 0 , C I _ ;n� mu ,.,W . C ° LEGEND JII iim SS 04 4 4 Q a :�:; • DECIDUOUS TREE 4F 4 Oj 4 4 4 4 I , i , 741 ° ° a • CEDAR TREE 4 I7111111 vw l� ;, ► I illi41 : 'sup, IE -41. I II0 ■�11 1191115 _ _ 1 f--- ARBORIST: MORGAN HOLEN 41 COTTAGE 2 ISA BOARD CERTIFIED MASTER ARBORIST PN-6145B COTTAGE 1 `� 543 SF/ FLOOR '. ISA TREE RICK ASSESSOR QUALIFIED N 382 SF/ FLOOR 1� 1086 SF TOTAL 11 764 SF TOTAL FFE = 161 .00 O FFE = 159.50 LEGEND: 111 1 te PROPERTY LINE r' 4` N 1 4102_, R/W NEW RIGHT OF WAY oCOTTAGE 3 :4 4I 574 SF/ FLOOR PUBLIC UTILITY EASEMENT (PUE) cci) of 1148 SF TOTAL FFE = 161 .00 0 , \ SS STS S`' _AIAM I , e SETBACK LINE OJ .=. . . .=:':_ _ ..,P.:1,.;..; Zit;IP.: AC X X - FENCE LINE ••. . . ..: di to u +� Cd COTTAGE 4- 604 ° CONCRETE : ,,,, • 574 SF/ FLOOR ° ° 1148 SF TOTAL CO d, 3 kIll (J) _1 . FFE = 161 .00 - - - - - - o c6 Q 4" COMPACT GRAVEL 3 CD o . . . .' - 1 AC I r. :. . .- . . . ., °C N r0 „,____ 0 4 M U 0 iict 1 4 �411 COTTAGE 5 4 w 574 SF/ FLOOR 1148 SF TOTAL FFE = 161 .00 • •i o o O N O M O � a r 1AC1 w ¢ N O U LLI /�//�� N p I— CI) O SS SS ` a / J N S.LS -� COTTAGE 6 4 v 574 SF/ FLOOR W 01 ° 1 148 SF TOTAL Cl) - i� FFE = 161 .00 J W a © J lJJ O eZ > Ful 4 > . o eZ m Z _ ��'�� I AC Q Q N a o Lc, J Ijit i) II " S 4zi7 a Zr O ¢ 2 Q • SS ;S WMM ti FC J U) = (V U I • STS STS COTTAGE 7 J O O% 1 N 543 SF/ FLOOR , I • • 1086 SF TOTAL FFE = 161 .00Lo I161 I W N Ni IL CALL BEFORE YOU DIG ! N C -41F - - 110- , L AC ONE CALL (800) 332-2344 C6 . 0,,. . .fe '. OAR 952-001 -0010 THROUGH 0 5' 10' 20' X ,,, , , , ;, , ...:„,_ ` OAR 952-001 -0090CV SCALE 1" = 10 Q CURB JOINT DRAINAGE BLOCKOUT CONSTRUCT 1/2" TO DETASEE SL NO. 146 ,» 6' DWV (ASCHEDULE HE UPVC)0 3/4" RADIUS LIP civil L"I EXISTING DRIVEWAY - CONSTRUCT DRIVEWAY APRON 5' MIN. SEE NOTE 5 ROW PIPE W/COUPLING MATCH WIDTH & GRADE MIN. 3" SAWCUT AND structural 1" BATTER n n-u-u-u u- = A VERTICAL BREAK t • . •• °d • • 2% i - IIIL111 i1 11�111=11 IIII11.117 • •' ,.° • .. • surveying ROADII R/W LINE : , • •� • • 4 • • •: dt<. Le architecture 1" 6" 1" R I ° ° u n EXISTING a 1 n SEE NOTE 3 ROAD .: . .' .. -' . ;'-,' --,L "ill 6', p4 ..: p-l��=f��=III-III-k' 12� PAVEMENT ' E : � ° tannin11T T�I f 1= iTf Imo r SECTION ' • •- • • i Lp g • - 6„ _d 1/2SEE NOTE 4 %���I�������i� % / 2" OF 3/4"-0" BASEROCK ° ° ° a ° °d d� MAX. „11= 5 MIN 2%' SIDEWALK 2" OF 3/4"-O" COMPACTED AGGREGATE / ° %° ° e°eO°° °°°° e ° ° ° ° d=�I= CURB AND GUTTER COMPACTED SUBGRADE BASE COURSE olio SEE i.e. Engineering,inc. 24 LANDSCAPE ....„0„---- NOTE 3 LANDSCAPE SEE NOTE 4 809 SE Pine St SIDEWALK ADJACENT TO CURB COMPACTED SUBGRADE STRIP SEE NOTE 2 STRIP Roseburg,OR CONSTRUCT 1/2" TO I _ SAWCUT MIN 2' 3/4" RADIUS LIP ieengineering.com PLANTER .► 5' MIN. ROW A J FROM FACE OF CURB STRIP CONSTRUCT DRIVEWAY APRON -a-2� 6 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 3, ---me MAX 3, ��ED PROPFS,. ROAD I ti �:fit,,.;.: ,:.,�.,;:Y"•. .,P;ar` i 2. EXPANSION JOINTS: 10' MIN 4. C. �; 1 N E. A • : •: 58073 -s r EIII-IIEI 11 1, -�IIII IIII A. TO BE PROVIDED: PLAN / r " E11 i- III - R/W .(/ EXISTING �j /�����_ / �, 1) AT EACH POINT OF TANGENCY OF THE CURB. �P • 2" OF 3/4"-0" 2) AT EACH COLD JOINT. 8 R��� PAVEMENT �o,� :w p • i �' t' ��a ,.. Gd ON BASEROCK AT EACH SIDE OF INLET STRUCTURES. 3 4" PROJECTED TOP SECTION �o , 1•� .����I�-L N �• - Lamy,/- 13 Zoo° COMPACTED SUBGRADE 3) / 2% MAX 4) AT EACH END OF DRIVEWAYS. OF CURB '�•�'���. , :. ►: 1.� Q P •gd . ,� I. 2 OF 3/4"-O" COMPACTED AGGREGATE M. SIDEWALK AWAY FROM CURB 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. • • • �I�4��• . •,I' • B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET „ ` �`•- _III-III-II �R/VF �.wE�`L� STANDARD CURB EXPIRES: 12/31/2026 WITH A THICKNESS OF 1 2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. ��' /;/� % • •• • d ••: : • • • • -�1 + �I I III w�q y 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. / • _ 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3. CONTRACTION JOINTS: 0 0„:, 00 0 ••• .•.. , • : 4.- - I- -III-11 A. SPACING TO BE NOT MORE THAN 15 FEET. 0 0 0 0 0o eRfizosooao ovoo oo�o.e�... •> ,1 = SEE NOTE NO. 4 0 0 0 00 . �oeie NOTES: 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT o00 0 0 0 ,�, III=I111111111111�11111iIIIII��II1���11'I IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND B• THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 1 . SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND A I 4. BASE ROCK 2"-0" OR 3/4"-0 95% COMPACTION. BASE ROCK SHALL BE TO 2" OF AGGREGATE TO CURB FACE AS POSSIBLE. SPACING NOT TO EXCEED 45 FEET. SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. SECTION A-A (3/4"-0") COMPACTED 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, DIRECTED BY THE ENGINEER. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: NOTES: 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET A. 3" I.D. PIPE WITH COUPLING. OF PAVEMENT FROM THE FACE OF CURB SHALL BE REMOVED 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS of 6 INCHES IF MOUNTABLE CURB Is USED B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1- CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS" AND REPLACED. OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3'' DAME IL PAVEMENT SHALL BE CUT BACK AND A NEW 6" MONOLITHIC CONCRETE 3.R AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED GUTTER CONSTRUCTED. SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACEDMATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH OVER PIPE. 6. FOR SUBDIVISIONS AN "S" GRADE.FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 5. AFTER CONCRETE HAS CURED, REPLACE REMOVED ASPHALT AND SEAL JOINT. 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. (FOR COMMERCIAL DIRVEWAYS ONLY) CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD � �BY: © NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON LORI PAHA, P.E. OREGON MICHAEL A. STONE. P.E. MI ENGINEERING DIVISION 0 CONCRETE DWG, NQ, ENGINEERING DIVISION SD.1 DWG. NO. r'1l ENGINEERING DIVISION © COMMERCIAL DWG. NO. ENGINEERING DIVISION 0 URB KNOCKOUT DWG. NO. PUBLIC WORKS DEPARTMENT CITY ENGINEER CITY ENGINEER CITY ENGINEER CITY ENGINEER 111 III PUBLIC WORKS DEPARTMENT GUTTER �,:' PUBLIC WORKS DEPARTMENT _ SD.1 . - PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. SD.1 13125 S.W.HALL BLVD. CURB & 13125 S.W.HALL BLVD.•](•IGARD13125 S.W.HALL BLVD. S D.1 TIGARD,OREGON 97223 JANUARY 2013 SIDEWALK 120 TIGARD,OREGON 97223 JANUARY 2013 126 TIGARD,OREGON 97223 FEBRUARY 2016 DRIVEWAY 14 3 TIGARD,OREGON 97223 JANUARY 2013 FOR DRIVEWAYS 1 45 VOICE:(503)639-4171 .1 1 VOICE:(503)639.4171 VOICE:(503)639-4171If�1R� VOICE:(503)639.4171 FAX: (503)684-7297 APPROVAL DATE ti FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7247 APPROVAL DATE CD R=fin" R=%a" CD- 6" a" RADIUS U TOP OF CURB 6" CURB up 6" f au 3" OF LEVEL 2,1/2" DENSE HMAC m.6 EXPOSURE 4" RADIUS 1 - -EL- 2 LIFTS < in 1D >- 2" OF%4"-0" CRUSHED AGGREGATE 1 ~ BASE ON 8" OF 1%"-0" CRUSHED " " " ASPHALT I • m I��o�e����������3 BOTTOM OF CURB _ AGGREGATE BASE �•�•�•�•�•�•�•�� ". EXISTING LANDSCAPE AREA GEOTEXTILE SUBGRADE Pf dro���dra��orsiti���� -I I ICI I I III III-III-I I SEPARATION FABRIC �•�•�•�•�•-•-•-� #4 BARS COCONT. . III-1 1 II A ;..-Ritimmay z, < EA.WAY @ 18" O.C. A. Q HEIGHT PER PLAN 2 1/2" CL N FULLY COMPACTED SUBGRADE A < MAX 30" o (95% COMPACTION RELATIVE FRONT FACE DENSITY ASTM D1553) POUR AGAINST UNDISTURBED o 1 9" FINISH GRADE AT • MATERIAL OR COMPACT TO 95% MAX. o BOTTOM OF WALL DENSITY j U '- N o Sp PRIVATE ASPHALT PAVEMENT SECTION PRIVATE 6" CURB d POUR AGAINST °C N 18" UNDISTURBED MATERIAL NTS NTS MIN. + •• .• . Q o STANDARD CURB 0 w o J �12"� I _- o M N E I. 0 0 0] 9.0' ° ° °° 4" 3000 PSI MINIMUM PORTLAND 1. ALL REINFORCING STEEL SHALL CONFORM TO AASHTO M31, GRADE 60,ASTM m o �WpW ��WNWAOW.1��� CEMENT CONCRETE . o 0 .P•"P•�•.P•�•"•. •1 SPECIFICATION A706 OR A615, GRADE 60.ALL#4 BAR SPLICES SHALL BEI-4 z jI�I�I�I�I�I�I�I�a 2" MIN. DEPTH 3/4" MINUS CRUSHED 2. ALL CONCRETE SHALL BE "COMMERCIAL GRADE CONCRETE" 4,000 PSI. < < ���i��'���'��a��a��fiik -M��' 3. PLACE EXPANSION JOINTS AT APPROX. 15'-0" CTRS. UNLESS OTHERWISE SHOWN. o Y ROCK BASE o COMPACTED SUBGRADE C4 CI- CI U N (95%COMPACTION-RELATIVE J N DENSITY) 10 LI i 4" WHITE STRIPE SD.1 RETAINING CURB WALL DETAIL w y 18.0' (TYP.) N.T.S. CO Q 03 1- cE H 0 TD o PRIVATE CONCRETE LI m , 2 Q N �! 1- N SD ' COURTYARD PATH SECTION �_ o c, o z o 03 CO c, o N NTS Z C1 � G w . N 0 Z -J 1-1Lu M W N- I- c73 VJ = % O N 1 in O N o PARKING STALL STRIPING CALL BEFORE YOU DIG ! N © NOT USED SD.1NTS ONE CALL. (800) 332-2344 0 . 1 SD.1 OAR 952-001 -0010 THROUGH OAR 952-001 -0090 °' 2" X 6" RAILS (FIR, NO.2 OR BETTER) 12" BEHIND SIDEWALK • PROPERTY OR BEHIND CURB LINE OR 1. ALL STORM AND SANITARY SERVICE LATERALSPIPE SHALL BEEMARKED ON THE �' ~ WHEN NO SIDEWALK SIZE AS EASEMENT TOP FACE OF CURB AS FOLLOWS: 8' MAX. SPACING BETWEEN POSTS UTILITY •STORM DRAIN LATERALS 'D' o 4" X 4" POST(P.T. W SPECIFIED FIR NO. 2 OR BETTER) - 1" x 6" CEDAR FENCING - 1" x 6" CEDAR FENCING •SANITARY SEWER LATERALS "S" civil MAX. SPACING = 8' INSTALL AS DIRECTED IN THE INSTALL AS DIRECTED IN THE 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX / / - 2. LETTERS SHALL HAVE )¢" MAX. WIDTH structural PROPERTY AGREEMENTS PROPERTY AGREEMENTS METER W/17 X30 ROTOCAST LID W/TOUCHREAD HOLE II_ AND A MAX HEIGHT OF 4" • surveying 3. LETTER SHALL BE CENTERED ON TOP "MI ' Le\ I + FACE OF CURB. architecture - . . . M *'� "� ,." SECURE 2X4 IN PLACE anr)Ing / ' `,� ,. . �.:.%*,1.: �_�_ VA AGAINST PLUG W/ CURB STAMP DETAIL- •^. • •.:- --. • .� % .� , ,.....4,,,,,,.,„f r • BACKFI L TO PREVENT PLUG B 0 OFF 6' MAX. rrii. NI� HEIGHT PER PLAN) 3 '�� 2" FLG X COMPRESSION ANGLE _/1M PROPERTY LINE OR ( STOP (FITS 1 1/2 " APPLICATIONS) HEIG� i.e. Engineering, Inc. OF HEIGHT: TOTAL UTILITY EASEMENT 809 SE Pine St STORM P 12" 2X4 LENGTH OF 2X4 �' Roseburg,OR OR LOT# AS SHOWN ON -� �� _t MJ X TAPPED SANIT RY MIN LOT# PLANS MARK NGS TO 2X4 een ineerin .com 6" 2' TEE ----L- - 2" TYPE "K" MAIN PLAN 36 FACE STREET g g COLOR CODE SURFACE \�� /���/� �����` ������ \���� ��������������� ������ COPPER PIPE GROUND (WHITE-STORM) 1 " P 'V-- ��� R OFF 24" MIN. \\ ✓ � \� / \/ 7\ /< le MIN w �v 58073 y \\ �/ \\ %� /� / `. MAIN LINE NOTES: c �O I N - / / / \/ / / 3FJ J A \\\\ 1. FOR NEW CONSTRUCTION ALL SIDE SEWER m �� �� /� �� �� � /\ COPPER BENDS AND SIDE STORM PIPELINE CONNECTIONS GROUND O > i / 12 DIA. CONC. FOOTING ' � AS NEEDED TO 8" AND 10" MAINS SHALL BE WITHSURFACE- MAETI ON ENCASE POST IN CONCRETE \�j\/\ \ij\/ \��\ � UFACTORY NLESS FABRICATED ABRICA EAPPROVEFIITTINGS TAPE cn r 13 ZOOS \\\A '\ (TYP.) '\� '\ \� '\ '\ GATE OPENING '� '\ 2" MIPT X COMPRESSION CORP X j•. Q (AS SHOWN ON PLANS) 2. PIPE MATERIAL SHALL BE ONE OF THE =1I)= a � Q FOLLOWING -III-I I L=I I r r_ M• FENCE NOTES. A. PVC DUCTILE IRO ASTM-D3034, ASTM-C900 1 ��� 1I- B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING -iJ= (STORM ONLY) THE FOLLOWING: 1 I IA EXPIRES: 12/31/2026 1. USE 2-NO. 16 (TOP & BOTTOM) GALVANIZED NAILS TO FASTEN FENCING TO RAIL. c. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." 117 z • - 2. OVERLAP FENCE BOARD EDGE (1/4 ) CEDAR GATE D. PVC RIB MEETING ASTM D 1784 E. CPP MEETING AASHTO M252 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." II 11• a PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. < 3. USE GALVANIZED RAIL CLIP TO FASTEN RAIL TO POST. NTS II IIII_l 4. FIELD LOCATE AND INSTALL GATE OPENINGS AS INDICATED ON THE PLANS. COORDINATE WITH THE INSPECTOR AND NOTES: Il=li PROPERTY AGREEMENTS PRIOR TO CONSTRUCTION. EWE 5. PRIOR TO INSTALLING FENCES, THE CONTRACTOR SHALL REVIEW THE PROPERTY AGREEMENTS AND COORDINATE 1. METERCOTRACTOR TO INSTALL MOJ X TAPPED 2' TEES AT 90° ANGLES TO I-II LOCATIONS. HORIZONTAL & LEVEL. III= WITH PROPERTY OWNERS. 1= CAP/ 2. BANKED 2 METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN - PLUG 6. WHERE NOTED ON PLANS OR PROPERTY AGREEMENTS, ALTERNATE FENCE TYPES SHALL BE INSTALLED PER SERVICE TAP INSTALLATIONS �; '= 1�, 1' -I-I1 MANUFACTURER'S RECOMMENDATIONS. 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO 1t �� 1, --'"" ,�! III- BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS =6• •' • - •!=�y'~ -• !• L LY Y• • LriYL L � . NEED TO BE AT A MINIMUM OF 30" APART. �•I• •�•�•�•� v vl rtTw �!4r MINIMUM SLOPE FOR 3 4"-0 PIPE ZONE r'I•'� I•I•--- MATERIAL ASPI SPECIFIED Alk EDAR FEN IN = SD. cif . iI • = NTS -:�:�•-. . r-_=-��-- 6 PIPE 0.010 �.:�.Y�.�.z!.r�.:�•-' 4" PIPE 0.020 © : :'•: ® SD. ELEVATION CITY OF TIGARD APPROVED BY: NO SCALE SIDE SEWER / SIDE STORM �eanWaterServices OREGON THEODORE S. KYLE, P.E. C1 � ill CITYDIVISION CITY ENGINEER 2� - /�" DWG' ND. PIPELINE 1nr PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. •�•r VOICE: 97223 JANUARY 2011 WATER SERVICE L DRAWING NO. 520 REVISED 10-31-19 yyGARD VOICE:003)639-4171 FAX: (503)684-7297 APPROVAL DATE STORMFILTER STEEL CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27"CARTRIDGE,AND IS ALSO AVAILABLE WITH AN 18"CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. O PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS CD_REQUIRED. L_ CARTRIDGE SELECTION U Cf) CARTRIDGE HEIGHT 27" 18 18•'DEEP CD ACCESS COVER CONCRETE COLLAR RECOMMENDED HYDRAULIC DROP(H) 3.05' 2.3' 3.3' AND REBAR TO MEET SPECIFIC FLOW RATE(gpm/sf) 2 gpm/sf 1.67•gpm/sf 1 gpm/sf 2 gpm/sf 1.67•gpm/sf 1 gpm/sf 2 gpm/sf 1.67•gpm/sf 1 gpm/sf a HS20 IF APPLICABLE BY (gpm)) CONCRETE COLLAR _ _ _. •�_.._ _ CARTRIDGE FLOW RATE m 22.5 18.79 11.25 15 12.53 7.5 15 12.53 7.5 • -Ta=� `'_-- CONTRACTOR VD r T r ,' '. PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 STANDARD CAST IRON 1- I �° -• 4. N\, I. FRAME AND COVER ,a :_i. ._�_ •1_ •. ' ,�t-:1- INLET PERMANENT POOL LEVEL(A) 1•-0" 1'-0" 2'-0" DRAWING 510 STANDARD MANHOLE 1 -���-� 1 I OVERALL STRUCTUREHEIGHT(B) 4•-9" 3'-9" 4'-9" co a� ►• �-<•- ==nra ••�\,.•. GRADE RING L •Y'G b •-----------• i_i i �I 9 dl j ►------------�• I ■I . I .. 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB (PSORB)MEDIA ONLY (NON-TRAFFIC APPLICATIONS) I ♦-----i, I' v w GENERAL NOTES I. ►---��-------�• II II II II__ al 1'' N - 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. r • •. 6' ►�----�-�-� ,■� ; z 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR :_ _ 4 MIN. I. t --- --� I: •i Y - CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com _ I. 1 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN FINISH GRADE - _ I- jo-' �. ai ,� : ! . ./ -t. THIS DRAWING. -III- .� 111-I II �. • (ASPHALT, CONCRETE, OR OTHER) _=III-III III 111- 1 a. '• y 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY 7'•• WATERTIGHT PIPE PLUG C) o -0. _ _J_ =r�:_ •:-T^ ----,4' __�,J. VANED INLET GRATE 1-111� 1-111 - 111 I +� N m -� .. _ • (SOLID COVER OPTIONAL) CONTRACTOR. -III-III-III .•4" WITH STOPS ORC'Ci a, 5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER"0"ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE TI _ WATERTIGHT THREADED OF THE STEEL SFCB. " ` CAP AS APPROVED BY ,2).- 1 11I-I11 I- III-' LOCAL JURISDICTION. o 2'-4" -1 _ 2'-4" y 6. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD 1-�Tf I:Ill, • INSIDE RIM~ INSIDE RIM OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE --�� I--F `` IT' �l 1'-t' 4'-834" USING FLEXIBLE COUPLING BY CONTRACTOR. -- I� iT T1TI; T o COLLAd OUTSIDE RIM 7. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD 2" MIN. CLEARANCE III--, .; PROVIDE 3/4"-0 FOR RATING ON STRUCTURE,A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED,CONCRETE COLLAR WITH#4 REINFORCING BARS TO BE PROVIDED 4 �._.�� ` I I Iml I I c' �J IiTTI I h AROUND MINIMUM EANOUT = N BY CONTRACTOR. 1" MIN. � - I- _II I PLAN VIEW 8. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE OVERLAP mg y,,l 6" 1_._ to 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. N MIN. 0 9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). _ a PROVIDE 1/2"GAP (MAX.)- .'t".-VP. ;2/� - - / INSTALLATION NOTES BETWEEN CLEANOUT PIPE 1 f:� ._' 1 c' _. ... 05 A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY AND GROUT COLLAR. ,I 11i i•44 If w ENGINEER OF RECORD. +I f I. 1 1 1- B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN(LIFTING CLUTCHES +- TT_T •':''SEE NOTE #1 -III L_I 6 /� 11- PROVIDED). 111 1-I t=;•-''' '-''` -'III= SEE NOTE 2 ° ,I�1,=� =fz1�_ # C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. -7 ,� •-_ •- �}�I I I}}�11 N o s OPTIONAL I+ I I-I ICI I I f 1•/ .r .•.III III o 0 III ( _' •-.•s • • .-1 fT = 1l1•I� 1•L1�1 III-III. 4'-4 4" FLOATABLES 1-CARTRIDGE CATCHBASIN I +,,_II0I11 111- _il 411 i .Vi -:,•_,_•i.M_ DTI=I �„ .� SLOPED LID BAFFLE =1 I 1-1 I 111-111-1 I I-111=111- -1�,�,� '�,,.1=111-1 1E- 2'-0' 2'-4 STORMFILTER DATA =11 11 11 -11 1Tf 111 1►. •= .1":I1=T=P o m B PERMANENT LIFTING EYE STRUCTURE ID XXX �•�•�•�•�•��'���•���•�•�•�•��,� •�•"• -III-I11 z POOL ELEVATION (TYP.OF 4) I I I I I ICI 1~I" • I�`I `.I`I 111=1I1 CC _ WATER QUALITY FLOW RATE(cfs) y_�I ♦_I I_�_I I_�:_ • I•I -III-I. 0.017 s s--s--s �--s -r s s s' •'• • _ FINISHED GRADE - PEAK FLOW RATE(<1 cfs) <p•2 Y / 11-11 E-. o = J1P ��,� a RETURN PERIOD OF PEAK FLOW(yrs) 25 yrs _ _ _ w •°. 6��'� ., III-III- N 1 ER I1-IIEIIF • CARTRIDGE HEIGHT(27", 18",18"DEEP) 18" -IIE-�E = y �j _III-III �_ CARTRIDGE FLOW RATE(gpm) 12.53 -III-E N .I _ N MEDIA TYPE(PERLITE,ZPG,PSORB) PERLITE11111 :-•'. • . cn ... ...-�� ' 1 STORMFILTER 1 WEIR WALL SEE PLANS LI.LLLI. A r ." •. I�1•I'i 111,I 1 I- ro Is RIM ELEVATION •r �..a •4 . •' 4 • �C _I w c� 4 CARTRIDGE FILTRATION 5^ '044.4 I I': •.• •' 1• • a••• _ . -- ,,ItInIy �111,;,1 W c J E BAY INLET FILTRATION BAY 5„ PIPE DATA: I.E. DIAMETER J CD > 3 ley, INLET FLOW INLET STUB XXX.)OC XX" Cr 71_ c 6 7a I_ OUTLET STUB XXX.XX' XX" I� ~ E a ' - I CONCRETE ENCASED ��=11 I 3/4"-0 BOTTOM OF WYE 3/4"-0 o PERMANENT CONFIGURATION LL POOL ELEVATION INLET STUB INLET STUB J w o OUTLET OUTLET FOR PLASTIC PIPE Ocr i (OPTIONAL) OUTLET STUB V m , 0 (OPTIONAL) INLET:: 0 INLET ¢ N z I- N CARTRIDGE NOTES: Q - N. ,,,.r J D- SUPPORT f OUTLET PIPE INLET INLET 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 DEGREE BEND IF CONCRETE OR � zo p z o = +° FLOW KIT FROM FLOWKIT DUCTILE IRON PIPE. o a o c' ¢ SLOPED LID YES1NO Z CLEANOUT 2. STANDPIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. co c� o im w ,- N CATCHBASIN FOOT B ACCESS PLUG _ 2'�'r CATCHBASIN FOOT SOLID COVER YES WO MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. 0 0 ¢ .1 Q z L i 1 (TYP.OF4) ON WEIR WALL (TYP.OF NOTES/SPECIAL REQUIREMENTS: m INSIDE' N- H2 y n m o OUTSIDE SECTION A-A SECTION B-B STANDARD CLEANOUT © CALL BEFORE YOU DIG ! er Services ONE CALL (800) 332-2344 SD. C1eanWat 1 C `I/ REVISED 10-31-19 OAR 952-001 -0010 THROUGH o %i►�NTECH 0 1 CARTRIDGE CATCHBASIN DRAWING NO. 500 OAR 952-001 -0090 N g The Stormwater Managemen, a-- �•Olgj Storm Filter' ENGINEERED SOLUTIONS LLC SD. STORMFILTER 1.7 N "u,�.�"",.,IST",,,,-,,,,"„ www.contechES.com c S I) . 2 , 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 STANDARD DETAIL 800-526-3999 513-645-7000 513-645-7993 FAX 3 a: a c OUTSIDE OF WITHIN -- 7'-0" ---- 8'-0" PUE - civil PAVEMENT PAVEMENT 5 -g structural CLASS "B" CLASS "A" ~ SIDEWALK Le surveying SURFACE RESTORATION ;•..: .. v. - / j\\j\\j\\j\\%�\��\\\\��\/�\\��\./<//' architecture / _-- /AFT li��,\�,\�,\\r planning 3 4" SQUARE _ a s A A B B AS SPECIFIED :' 18" CAST IRON 910 BOX �`'��'��'� �� ' -' �" SEE STD I MOUND EXCESS NATIVE MATERIAL 30" MIN SERVICE LINE DEPTH \1 12"X20" ROTOCAST METER BOX, a �� DRAWING 600 OVER TRENCH A ALLOW FOR PROVIDE 24" BY . . W 12"x20" COVER W 5-1 2"x11" ❑ ❑ II ❑ T-CUT ASPHALT SETTLEMENT 4" THICK CONCRETE . Lt' jY '�"'�'��� '' j//// CAST IRON INSERT WITH NO DETAIL -III-I I- ❑ ❑ v v j = PAD (SEE NOTE 4) TOUCH READ HOLE IN HE TOP 1=1 - =III-11 ,,,, i.e. Engineering, inc. S -II- _ - HAND TAMP BACKFILL OR INSERT. NO HINGED INSERTS • . a ' - -° _ _ _ - 'I- 809 SE Pine St ❑ ❑ , , ❑ o ; ° 1=1 I 1=1 I I-I I 1=1 11= -�- -III- "-III-1 I I-1I ° IIIIII-I1III-III -III: AROUND TOP SECTION 6" MIN. Roseburg,OR ❑ He ❑ ❑ ❑ 111`'illI1111-Ill-1T : -J�-�I1= ITI=1 IlJ �12" MAX. SIDEWALK ADJACENT TO CURB Do❑ '-I I-I I-_III-I I-I I- a /� ��� I-I I-I -1 r' NATIVE TOP SOIL -I I=1'' I I-I I-I I / III=1 I' IF TOP SOIL EXISTED ieengineering.com 11-' =111-111� ' 95% COMPACTION �0% COMPACTION 1=_'' PRIOR TO EXCAVATION. „ III=11 . . wITHIN 36" of . ///// / / III5'-6" 5'-0" 8 -0 PUE -Ill-111� SURFACE I_ - - 7/8" ► I17111 l . °: a / 11 �L UNDISTURBED 6" ASTM 3034 PVC 1'-6" �p PROF III- ° MATERIAL 1-111 EARTH �__� / \/ / \ �� A-- Fs•�, 10"� Z -II ?90% COMPACTION NATIVE / III= 5-) G 1 N /! UNDISTURBED j- EARTH L i BELOW 36'OF I--1 �/ / / / + i f I ' I I SURFACE / II I� // * 5807° I _ OPERATING NUT EXTENSION •;?::F:T:.• \/ Ir.__y l ►�� V► . -=--_ �v, 6" SECTION B-B ° °: I//' / III (SEE DETAIL N0. 505) ...:.:.: :.:.:._•,.,.: ,/ ik. / 1111 ' 30" MIN SERVICE LINE DEPTH 12"x20" ROTOCAST METER BOX, ON DEPTH d 3/4" - 0 CRUSHED / / -I' S W/12"X20" COVER W/5-1/2"x11" �O° VARIES ROC °. / / Imo. CAST IRON INSERT WITH NO r Gd 13, 2 \, I- 9. v / 0 TOUCH READ HOLE IN THE TOP ,' M. Q P 18" . • a I . / /' / ,• �, OR INSERT. NO HINGED INSERTS SECTION A-A • Q° • Q'� y SIDEWALK WITH PLANTER STRIP AT CURB EXPIRES: 12/31/2026 3/4"-0 CRUSHED , c- d . - 1/2 PIPE ? . . '-' ROCK PIPE ZONE , _ d O.D. PLUS 6" \�• ` I=11,` -' • ' = `a Lr J NOTES: CUSTOMER SIDE ` p\\\ - '".-f"e�'"?`-f '�'•'s's: _ _ V\ \ \ \ \ 1. SURVEYOR TO INSTALL TEMPORARY HUB o, II II••-- - •- ,•= =-~ III=III= ✓ \/\ AND GUARD STAKE AT LOT LINE FOR NOTES Pep -`•-•-• f.-44.• . .?..:N• • eWA _ // // // // // //\/ ' PIPE/BEDDING =III it r r rir r - -::-._.-. :ram :-.1-111-III NOTES. \ \ \ \ \ \ \ / I III=111=11�- \\/\\//\ \� N/\ METER INSTALLATION. 1 � _ ' r41 r• • • • i ' S r• r r• r' r•-N _ _ _ 2. BOXES SET IN CONCRETE SHALL BE °° 1. Y4" ALLEN HEAD BOLTS =III •.��•.��•:•�•.�y`•.n.��•.�y�y•.•��.�y� I III=III=III-�, 1) VALVE BOX NOT TO REST _ 9-10 SEE PLUMBING CODE "' ' ' ' ' ' ' ' -" - ' "' III=III=III=1'' NEXT SIZE LARGER.1" LONG RECESSED. II=III • ���_•=. r •_• n_� • �������� ,. -II, ON OPERATING ASSEMBLY. i FOR DEPTH OF 2. ALL PERMANENT CLEANOUTS III-1 - - - - - - -IIHII 3. CENTER OF METER BOX TO BE OFFSET TO HAVE BOLT DOWN COVERS. 6 ;111-111=1111=11 E111=111=1 1=111=1I1=111=1I1=1 II I r' [!I:::�� •: COVER -III=III-III=III=III=III III=III-III=III=III-III- 2) OPERATOR EXTENSION 1' FROM PROPERTY LINE. I _lli��i�:; 3. MATERIAL SHALL BE GRAY I I- I• --o I I- III-' --'i 1=�- TRENCH STABILIZATION: e v; ovio.,c.c c c• :.=:f.: / I -1 .1- II REQUIRED WHEN VALVE NUT 4. BANKED METERS WITH SHARED SERVICE -._.._.-. CAST-IRON, ASTM A-48, .: • ;_ ;L_. IF REQUIRED, TRENCH STABILIZATION `"" ' •=CLASS 30. 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" SHALL BE SPECIFIED SEPARATELY IS DEEPER THAN 3 FEET iEW II ) 24" LINE TRENCH SHALL HAVE 18" MINIMUM 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18' AND LARGER AND PLACED PRIOR TO PLACEMENT FROM FINISHED GRADE. DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN j "I�� OF BEDDING MATERIAL. 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER 3) CENTER VALVE BOX ON SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE IV NOTE: AXIS OF OPER. NUT. ARMORCAST 17 X30 X12 RPM 20K MUELLER 1 B24258N (THIS IS I ...,,, 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. , COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO 4) PROVIDE 24' SQUARE BY 4" THICK ARE BANKED EQUIVALENT. SIDEWALK AREA THEN INSTALL THE PIPE IN A SAFE MANNER. CONCRETE PAD AROUND VALVE 24" - DISTANCE BETWEEN ANGLE STOPS WILL VALVE NO LEAD ANGLE STOP) 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX OR EQUAL DETAIL INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. BE 24". 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING BOX OUTSIDE OF PAVED AREAS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD 1" TYPE "K" SOFT COPPER TUBING OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. - SEAMLESS APPROVED BY: APPROVED BY: CITY OFTIGARD NO SCALE CITY OF TIGARD ak NO SCALE e TRENCH A C "\ ILL ENGINEERING THEODORE S. KYLE, P.E. oREGON LORI FAHA, P.E. SD.3 C L E A\ 0 U T F A M E © �� ,1 ENGINEERING DIVISION CITY ENGINEER © TYPICAL GATE DWG. NO. ENGINEERING DIVISION CITY AHA,ENGINEER DWG. NO. ■ PUBLIC WORKS DEPARTMENT eri PUBLIC WORKS DEPARTMENT SD.3 A\ COVER s° 3 TIGAS.W. REGONVD. SD.3 13125 S.W.HALL BLVD. WATER SERVICE CleanWater Services DETAILS CleanWater Services TI25 S.W HALL BLVD. 97223 JANUARY 201 1 VALVE 5 0 TIGARD,OREGON 97223 MARCH 2O17 520 TI VOICE:(503)639.4171 1 VOICE:(503)639-4171 DRAWING NO. 510 REVISED 10-31-19 DRAWING NO. 590 REVISED 10-31-19 FAX (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE O Q U HINGED DEFLECTOR TO r GRATE � FACILITATE CLEAN-OUT RIM ELEV.[ EXISTING PIPE PROPOSED PVC PIPE JCM 432 TAPPING SLEEVE 45° BEND z( I (SEE PLAN) OR APPROVED EQUAL ROTATE AS 12" REQUIRED MAX �, cn 0 m I NOTE: CONTRACTOR SHALL .�� DETERMINE THE REQUIRED 1 <`rr) czs •■i FITTINGS NEEDED FOR EACH z IP: ' ,- Y, /��////��, CATCH BASIN. `O / ',`1 / � e 5 o t Lm Ms mi nii i III / I�' I :11 JP�\� / ¢� CUT HOLE INTO PIPE AND lwww � '� �1MMP o INSTALL "FOWLER INSERTATEE" ��►��.. /. 1�% %�' �12" X12" X25%" AREA DRAIN > I I "i SEWER TAP OR APPROVED EQUAL lalliallallASSINIalli �1� ����� • T USE PIPE MANUFACTURES ADAPTER CONNECTOR CC I I ',i1IIIIuIuu1 �I� / TEE AT MAIN OR FLEXIBLE COUPLING WITH STAINLESS STEEL i �j�/�// CLAMPS OR APPROVED EQUAL E © PIPE CONNECTION / AREA DRAIN z SD.3 NTS NTS o SECTION END VIEW N E O O 0] r - N O co .E I ! ! !ONOTES: 1. WATER MAIN SHALL BE CLEANED BEFORE ATTACHING SLEEVE. y CI_cc o = 2. SLEEVE AND VALVE SHALL BE PRESSURE TESTED BEFORE MAKING TAP. = 2 3. PRESSURE TEST AND TAP SHALL BE MADE IN THE PRESENCE OF AN J h AUTHORIZED REPRESENTATIVE. V i 4. PROPER TAPPING MACHINE SHALL BE USED TO MAKE TAP. W W 5. % INCH CRUSHED AGGREGATE SHALL BE PLACED AND COMPACTED TO 0 y 95% OF MAX. DENSITY AS DETERMINED BY AASHTO T-180. < a 6. THRUST BLOCKING REQUIREMENTS SHALL BE DETERMINED BY THE (- ENGINEER. 0 > c ' C) m 1 7. TAP SHALL BE MADE NO CLOSER THAN 18 INCHES FROM THE NEAREST - JOINT. � ¢ c-IN J z Q-' = W `, O L2 o � m o m Z m 0 < Oz 0- < - C Q N D3 STANDARD WET TAP DETAIL m y NTS CALL BEFORE YOU DIG ! ^' ONE CALL. (800) 332-2344 OAR 952-001 -0010 THROUGH g N OAR 952-001 -0090 a 3 , N S D ■ L _. - Q FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION O\�� SFF N R civil AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. •( P OTstructural G 9 �1x �c'S F s R M/ ANGLE ALTER FABRIC FENCE TO • surveying P�F, PGG : F i"°°1° ' O ASSURE SOIL IS TRAPPED v v P .0'.a• ��C'F i � planningarchitecture • RADIUS = 25' MIN.001111.1.11. P'd.;.a.• 1 4 '! ,. p; i.e. Engineering,inc. o•D. . p:'p F\)\ F S INTERLOCKED 2"x 2" 8Ro e Pine R SEE NOTE 5 FOR APPROVED ROCK '1 W 0�\o OF ��S POSTS AND ATTACH PLAN VIEW Roseburg,OR P\\°G�OS ieengineering.com SUBGRADE REINFORCEMENT �•4 �* GEOTEXTILE, AS REQUIRED PR 8" MIN. 3, USE STITCHED LOOPS NOTES: DEPTH MIN. I OVER 2"x 2" POSTS 1. SEDIMENT FENCE TO HAVE STITCHED _\(S'\' Ore FROM TOE SLOPE. LOOPS AROUND 2" x 2" POSTS. � �G N 4, �� 2. BURY BOTTOM OF FILTER FABRIC 6" `v 58073 +V• GRAVEL CONSTRUCTION VERTICALLY BELOW FINISHED GRADE. C` \\v ENTRANCE CURB RAMP 2'-6" 3. 2"x 2" FIR, PINE OR STEEL FENCE Q 4'-0" POSTS. 4. POSTS TO BE INSTALLED ON UPHILL ". A ONIx Q PAVEMENT SIDE OF SLOPE. �.` ��'Y 13, 20G \ 5. COMPACT BOTH SIDES OF FILTER v'•�, Q Q :• : , .� .a . 6" FABRIC TRENCH.tit.;'t:.=:.: °4�:-s'^ ° ' 6. PANELS MUST BE PLACEDM. / / /r.4::::::.111::11'.'1711.;.:::-7. • vJ_N-:L :.,- ' .;&'t,s;:7 -'Ti`1 . i. 1'-6n\ \ \ \ \ . ---Pi r„ 4r^ :^.r h;xk1 :K '`a- , FILTER FABRIC\ \ \/ /\/ / MATERIAL 36" ACCORDING TO SPACING ON WIDE ROLLS. DRAWING No. 940. EXPIRES: 12/31/2026 PROFILE NOTES: ;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;. .;.;. iv.;. .:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖W.%S ia: W ... •......................................... ... 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING p:❖: :❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:• ❖: �;.44 .:❖:❖:❖*:•:*:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖: :❖ OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR 2'-6" ❖.• 4444❖.•.•.4 444❖.•.❖.❖.❖.•44•:.❖.4444❖.•.444 FILTER FABRIC MATERIAL CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. :• 36" WIDE ROLLS 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. ••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••"•••••••• '••' ... ••••....•..•••••••.•••••...••.••••••••••• V. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE ••• ••••••••••..•••••••••••••••••••.••••••••• •• :•:;:�: :❖:❖:❖:❖:❖:❖:❖S:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖ ❖:; THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. .4 `�•/.•-• %'` �••::t `� •••.•� ' 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION 6" ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. 1'-6' 5. DIMENSIONS SINGLE FAMILY - - FOR FURTHER INFORMATION 20' LONG BY 20' WIDE 8" DEEP OF 3/4" MINUS CLEAN ROCK. 6' MAXIMUM SPACING ON DESIGN CRITERIA SEE COMMERCIAL/SITE DEVELOPMENT CHAPTER 4 OF CLEAN WATER 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FRONT VIEW SERVICES SEDIMENTEROSION CONTRPREVENTION AND FABRIC TO PREVENT SUB-SOIL PUMPING. PLANNING AND DESIGN MANUAL. O SD.4 © SEDIMENT FENCE CONSTRUCTION ENTRANCE C1eanWater Services C1eanWate\ Services DRAWING NO. 855 REVISED 10-31-19 DRAWING NO. 875 REVISED 10-31-19 O CD- - U NOTES: Cl..) 1. WASHOUT FACILITIES SHALL BE EXISTING GRADE 1" REBAR FOR BAG REMOVAL MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 3' BY 3' MIN AT cn FREEBOARD OF 12 INCHES. BOTTOM OF 1- CATCH BASIN GRATE 2. WASHOUT FACILITIES MUST BE CWONTOUT TOTAIN m CLEANED, OR NEW FACILITIES MUST CONCRETE BE CONSTRUCTED AND READY FOR IMIIIIII_IIIIII_IIIIIMIIIIMIIIIII—Ill ;C FULL.USE ONCE THE WASHOUT IS 75% A IIIII' —"'III- A CO 3. IF THE WASHOUT IS NEARING _.�# w w.' ''." , . 1111111111111111111111111111111 Q CAPACITY, VACUUM AND DISPOSE IIIII III=-4-4.�.�-.4• 04 CATCH BASI `� ' `� ' `� ' `� OF THE WASTE MATERIAL IN AN II= =III=I PI=e�� ����� � Y4.+4,4;4 4.+Iv4 �I�� ' • . • APPROVED MANNER. n u n.n •�`��%�����•� v N IIIII =nnn= III =z.X.iX izi7t,.xikz. VI I OI ai'=n!!n4" = rslite i�i�i�i■ ° ��,�I� �,,�,�I�� • EXPANSION RESTRAINT cooN m 4. TEMPORARY CONCRETE WASHOUT I ���.���r�„�������. Q' a IIIII III=,; - • - • • • �� OIOIOI FACILITIES SHALL BE LOCATED A ���I�I�I40:d ,,�,�,',�,�' o MINIMUM OF 50 FT FROM SENSITIVE •�����������'�' r AREAS INCLUDING OPEN DRAINAGE I_ _"' �������_������ �� ���� va FACILITIES AND WATER BOURSES. IIIII III= -4=� � • �� �� UI III--_ ---_ =III a • ��;���I���O C CD T 5. CONCRETE WASHOUT FACILITIES El=IIIIII=IIIIII=IIIIII=IIIIII=IIIIIII= 4 �,�,�� d N SHALL BE CONSTRUCTED AND • y�OI MAINTAINED IN SUFFICIENT STORM PIPE 4*# o 0 U a QUANTITY AND SIZE TO CONTAIN 9' BY 9' MIN TO � •ALL LIQUID AND CONCRETE WASTE U . a c GENERATED BY WASHOUT CONTAIN CONCRETE RADIUS = 25' MIN. v . OPERATIONS. • a w p 6. INSTALL CONCRETE WASHOUT SIGN PLAN • WITHIN 30 FEET OF TEMPORARY • 4 v o CONCRETE WASHOUT FACILITY. cam, °o m 7. TEMPORARY CONCRETE WASHOUTS • 0 MAY BE A PREFABRICATED 4 • M rE CONTAINER THAT IS PORTABLE AND •• • v • ° REUSABLE. • v a' n A ••a • • z m v a • c, U Q Q EXCAVATED MATERIAL 3"-6" ROCK WITH A W a Y o MAY BE USED FOR MINIMUM 8" DEPTH WOVEN cc o c_D= N FILTER SACK y w PERIMETER BERM u, N 1' MIN = ti 01 I v, N to -1% SLOPE C� a 1' MIN L _ _ _ _ _ ii1II,,,„ _.. CATCH BASIN INSERT uu .- III=11_I I_I'�' 11111=111 III=1 3' —111 11111 1 11 III I I — iL 1—,,,—,,,,—„ . CZ o 1 I1�1-111—II—I I I—I 1=1�1-1�1—I 1-1 1 2' MIN -I 1= —III +, hI—III= 1=1 �I I i 1=1 -f ur�=r� 11= Q 1�i 1-1 T 11 -1Ti=1T1=1 1=1 1=111=1 I?' =I r-1 1=1 1= -1 —IT1=111—I 11—I 11=111=111=111=1 1=III -- 11=III-111 111 111 111 Iil l i l l l l l l l l l l l l l l l III-III-I 1-IiI=III-III-III-III-III=I =" - O o j z O o m N o EXISTING GRADE NOTE: i f 3' BY 3' MIN TO FOR FURTHER INF❑RMATI❑N z a' LU LU c" = o CONTAIN CONCRETE 1. RECESSED CURB INLET CATCH BASINS om m p z ' m MUST BE BLOCKED WHEN USING FILTER ON DESIGN CRITERIA SEE o Q D " Q FABRIC INLET SACKS. SIZE OF FILTER CHAPTER 4 ❑F CLEAN WATER Z v, z L - w M FABRIC INLET SACKS TO BE DETERMINED SERVICES ER❑SI❑N PREVENTI❑N 0 0 H v SECTION A—A AND SEDIMENT CONTROL m 1E IG = ci m BY MANUFACTURER. PLANNING AND DESIGN MANUAL, 0 N © CONCRETE WASHOUT o INLET PROTECTION SD.4 0 C1eanWater Services SD.4 C1eanWater Services N DRAWING NO. 900 REVISED 10-31-19 TYPE 5 „. DRAWING NO. 920 REVISED 10-31-19 CALL BEFORE YOU DIG I " C ONE CALL. (800) 332-2344 SDA OAR 952-001 -0010 THROUGH OAR 952-001 -0090 ID C Q