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Ashwood
ASHWOOD SUBDIVISION ,.�. s� yr H 5285 Meadows Road,Suite#171 Lake Oswego,OR 97035 TL 600, TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 02 W.M. on:53.657.32 Phone:503.657.3402 CITY OF TIGARD, OREGON DATE: 07!22/2015 REVISIONS NO. DATE DESCRIPTION 8 Z GROSS ACREAGE. 3.1 AC v`, PROJECT SITE SD SHEET#8 'v UTILITIES & SERVICES: SD SHEET#11 /��Q1 WATER: CITY OF TIGARD UTILITIES 503-718-2460 AV-BUILT i\ 7/22�N STORM: CITY OF TIGARD UTILITIES A ® �3b SEWER: CITY OF TIGARD UTILITIES POWER: PORTLAND GENERAL ELECTRIC 503-228-6322 12 (AFTER HOURS: 503-464-7777) GAS: NORTHWEST NATURAL 503-226-4211 .'� \ = SHEET INDEX: VICINITY MAP (AFTER HOURS: 800-882-3377) �i� ��' \\ FIRE: TUALATIN VALLEY FIRE&RESCUE 503-259-110010 ' \ `ray 1 COVER SHEET N.T.S. 83230 (AFTER HOURS/EMERGENCY 911) 2.1 CONSTRUCTION NOTES POLICE: CITY OF TIGARD POLICE 503-629-0111 ��� \\ \ P 2.2 CITY OF TIGARD GENERAL CONDITIONS --- ry0 i \ \ 3 EXISTING CONDITIONS �� - (AFTER HOURS/EMERGENCY 911) O \ Ss/ i p \ � � 4 SITE PLAN&STREET SECTION DETAILS E � PARKS:SCHOOL. CITY OF TIGARD TIGARD-TUALATIN SCHOOL DISTRICT 5003-639-41713-431-4000 ' \\\ \\ z \\\\ 2� 6 ORT GRADING SECTIONS PLAN EXPIRES: 06-30-17 PHONE: FRONTIER COMMUNICATIONS 877-462-8188 \ \ / \ >` 7 COMPOSITE UTILITY PLAN WASTE DISPOSAL: WASTE MANAGEMENT 503-249-8078 8 \\ \\ \\ 8 WATER QUALITY&DETENTION FACILITY PLAN&PROFILE \ 3 9 SW BARNUM DRIVE&STORM PLAN&PROFILE CABLE: COMCAST CABLE COMMUNICATIONS 888-824-8264 / y \ \ \ i 10 SW ASHWOOD ST STREET&STORM PLAN&PROFILE 9 \ f� \\ 11 SW FREWING ST STREET&STORM PLAN&PROFILE 12 SW ASH AVE STREET&STORM PLAN&PROFILE SD SHEET#9 \\ �f \ µ f 13 PEDESTRIAN PATH STREET PLAN&PROFILE AShWOOd S5 SHEET#1414 SW BARNUM DRIVE SANITARY&WATER PLAN&PROFILE \ y 15 SW ASHWOOD SANITARY&WATER PLAN&PROFILE \ 7 \ Q 16 SW ASH AVE SANITARY&WATER PLAN&PROFILE �+ E BENCHMARK: \\ �Q �•�` "A A�� 17 TREE PROTECTION AND REMOVAL PLAN JUbdIV[SIOI7 CITY OF TIGARD BENCHMARK NO.223, A BRASS DISK SET IN SD SHEET#10 6 \ CR1 CURB RETURN DETAILS R THE NORTHERLY WHEELCHAIR RAMP OF THE ISLAND AT j�� SS SHEET#15 vvv �' ,' D1 DETAILS STREET PARK STREET AND HIGHWAY 99 WEST. \ \ D2 DETAILS STREET(2) D3 DETAILS SEWER 75 4 \ D4 DETAILS SEWER(2) w ELEVATION DATUM: NGVD 29, ELEVATION =214.00 / D5 DETAILS WATER Q D6 DETAILS WATER QUALITY COVER LEGEND 5 SSI SIGNAGE&STRIPING PLAN SD SHEET#12 SS2 SIGNAGE&STRIPING DETAILS I SHEET APPLICANT: SD SHEET = STREET a STORM SHEET SS SHEET#17 L1.01 TREE CANOPY/SITE PLAN 3 J.T. SMITH COMPANIES SS SHEET = SANITARY Et WATER SHEET L1.02 VEGETATED SWALE/PLANTING PLAN\ \ 5285 MEADOWS ROAD, SUITE#171 L1.03 PLANTING DETAILS ° LAKE OSWEGO, OR 97035 L1.04 SOIL VOLUME SPECIFICATIONS&DETAILS EMERGENCY CONTACT:JESSE NEMEC �� i� EC1 EROSION&SEDIMENT CONTROL COVER SHEET „y% \8 EC2 EXISTING CONDITIONS&DEMOLITION PLAN[P]503-657-3402 �, EC3 EROSION&SEDIMENT CONTROL PLAN i = � EC4 EROSION&SEDIMENT CONTROL DETAILS • cific OWNERS: CIVIL ENGINEER: LANDSCAPE ARCHITECT: Community EL1 STREET LIGHTING PLAN Design y PATRICIA E. KEERINS&H.OLIVER KEERINS,TRUSTEE PACIFIC COMMUNITY DESIGN, INC PACIFIC COMMUNITY DESIGN, INC 15677 SW OREGON STREET,#209 12564 SW MAIN ST. 12564 SW MAIN ST. SHERWOOD,OREGON 97140 TIGARD,OR 97223 TIGARD, OR 97223 ATTENTION: 12564 sw Main Street OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE Tigard,OR 97223 142 [P]503-720-2601 EMERGENCY CONTACT:JESSIE KING, PE [P]503-941-9484 IT]503-941-9484 7 [P]503-941-9484 CONTACT: KERRY LANKFORD, RLA OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090.YOU MAY PROJECT NO.: 117-001 m PLANNER: SURVEYOR: GEOTECHNICAL ENGINEER: OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. TYPE: AS-BUILT REVIEWED BY: JJK BBB PACIFIC COMMUNITY DESIGN, INC PACIFIC COMMUNITY DESIGN, INC GEOPACIFIC ENGINEERING, INC THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION $ 12564 SW MAIN ST. 12564 SW MAIN ST. 14835 SW 72 AVE. CENTER IS(503)232-1987 $ TIGARD,OR 97223 PORTLAND,OR 97224 SCALE TIGARD,OR 97223 o so 120 [P] 503-941-9484 [P]503-941-9484 EMERGENCY CONTACT:JIM IMBRIE, PE CONTACT: STACY CONNERY,AICP CONTACT:TRAVIS JANSEN, PLS, PE [P]503-598-8445 1 IN=60 FT Z GENERAL STANDARD EROSION AND SEDIMENT CONTROL CLEAN WATER SERVICES-SPECIFIC EROSION WATER CONSTRUCTION NOTES ).T. si\,ir 'H 1.ALL PUBLIC STREETS SHALL BE CONSTRUCTED AS PER THE APPLICABLE SECTIONS OF THE CITY OF PLAN DRAWING NOTES CONTROL NOTES 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION ON WATER LINES,AND TO RECEIVE A TPW(CRY OF TIGARD PUBLIC WORKS,WATER CONSTRUCTION,2008. 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESOP.FAILURE TO IMPLEMENT ANY OF THE CONTROL 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND DIVISION)STAMPED APPROVAL ON CONSTRUCTION PLANS. 5285 Meadows Road,51dte X171 MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT.(SCHEDULE A 8.A) MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH Lake Oswego,OR 97035 2.THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK LOCAL,STATE,AND FEDERAL REGULATIONS. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TRV STAMPED APPROVED PLANS ON THE Fax:503 684 0102 CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. 2, THE ESOP MEASURES SHOWN ON THIS PLAN ARE AMNMUM REQUIREMENTS FOR ANTICIPATED SITE CONSTRICTION SITE AT ALL TOMES. P17one:503.657.3402 CONDITIONS.DURING THE CONSTRUCTION PERIOD,UPGRADE THESE MEASURES AS NEEDED TO 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING OMITS, 3. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA(AMERK M WATER WORKS ASSOCIATION) SH 3.THE CONTRACTOR AND/OR SUBCONTRACTOR ALL HAVE A MINIMUM OF ONE(1)SET OF APPROVED COMPLY WITH ALL APPLICABLE LOCAL,STATE,AND FEDERAL EROSION AND SEDIMENT CONTROL VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY STANDARDS CONSTRUCTION PLANS ON THE JOB SITE AT ALLTIMES DURING THE CONSTRUCTION PHASES. REGULATIONS.(SCHEDULE A.B.C.H.(1)(C)) DELINEATED IN THE FIELD.DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE 15 PERMUTED BEYOND THE CLEARING LOUTS.THE ON ER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR 4. ALL RPE AND FTTTNGS SHALL BE DUCTILE IRON,CEMENT-UNED,OF NEW MANUFACTURE AND MADE 4.ALL MATERIAL SUPPLIER(S)SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S)TESTED IN 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQURED•SUBMITTAL OF THE ESCP REVISIONS IS ONLY THE DURATION OF THE PROJECT.NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH IN THE USA.PIPE SHALL BE-MOI JOINT DUCTILE IRON,CLASS 52.ALL FITTINGS SHALL BE MO ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED UNDER SPECIFIC CONDITIONS.SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT.(SCHEDULE ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. (MECHANICAL JONNT)UNLESS OTHERWISE SPECIFIED. DATE: 07/22/2015 TO THE JOB SITE MEET OR EXCEED WASHINGTON COUNTY SPECIFICATIONS PRIOR TO DELIVERY OF A.T2.C.I10 5. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36'.BACKFILL$HALL BE MATERIAL TO THE SITE.ANY MATERIAL NOT CERTIFIED BY THE SUPPUER SHALL BE REMOVED FROM 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BWS THAT MUST BE INSTALLED ARE A GRAVEL _ THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER. 4. PHASE CLEARING AND GRADING 70 THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE 'A-O GRAVEL REVISIONS AREAS FROM BECOMING A SOURCE OF EROSION.(SCHEDULE A B.C.11.(1)ID)) BMP.MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 6. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36'OF FINISHED GRADE,OTHERWISE VALVE 5.A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCING WORK,WITH YOUR CWS OPERATING NUT E%TENsgNS WILL BE REQUIRED. NO. DATE DESCRIPTION INSPECTOR.(INSPECTION HOT LINE X(573)681-4444)&CITY OF TIGARD ENGINEERING& 5. IDENTIFY,MARK,AND PROTECT(BY FENCING OFT OR OTHER MEANS)CRITICAL RIPARIAN AREAS AND 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PACE NO LATER THAT CONSTRUCTION SERVICES INSPECTOR. VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES,AND VEGETATION SEPTEMBER 1;THE TYPE AND PERCENTAGES OF SEED IN THE MIT(MUST BE IDENTIFIED ON THE 7. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE PLANS. REQUIRED AT EACH TEE,CROSS,AND BEND LOCATIONS(SEE DETAILS FOR MINYAUM BEARING 6.ABANDON WELLS AND DRAIN FIELDS ONSITE MUST COMPLY WITH OREGON DEPT.OF WATER AREAS(E.G.,WETLANDS),AND OTHER AREAS TO BE PRESERVED,ESPECIALLY IN PERIMETER AREAS. AREAS).RESOURCESREQUIREMENTS. (SCHEDULE A.B.C.L(1)&(2)1 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, B. A 4•X 4•X 8'47',PANTED BLUE,SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SERVICE PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT CONTROL BMP Le.(FILTER BAG). LOCATION,AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED.ALL 2-INCH WATER 7.CONSTRUCTION RELATED TO CWS PERMITTING TO BE IN ACCORDANCE WITH R&O 07-20(CWS). 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS.RE-VEGETATE SERVICES SHALL CONSIST OF A MJ X 2'IPT TEE AND 2'IPT X 110 COMPRESSION FITTING AS OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION.IDENTIFY THE 6. THE ESC PLAN MUST BE KEPT ON SITE.ALL MEASURES SHOWN ON THE RAN MUST BE INSTALLED MANUFACTURED BY MUELLER COMPANY. TYPE OF VEGETATIVE SEED MIX USED.(SCHEDULE A.7.8.111(1)AND A.7.8.111(3)) PROPERLY TO ENSURE THAT SEDMENT OR SEDMENT LADEN WATER DOES HOT ENTER A SURFACE STREETS 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. 9. AU HYDRANT SPOOL,AND A MODERNUELLER CENTURION PIE 6HYDRANT, 6 MI,5-14• BRUSH AND DEBRIS WITHIN LIMITS OF THE PoGNT-OF-WAY AND ON THE LOTS TO BE PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED,REPAIRED, 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE MVO,3-PMT(2-2W NST HOSE CONNECTION,1-4W NST PUMPER),I%-PENTAGON OPERATING NUT, 1.ALL TREES,BR FILLED SHALL US REMOVED AND DISPOSED OF BY THE CONTRACTOR. AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONDITIONS.DURING THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS OPENING LEFT,COLOR:YELLOW;APPROVED EQUAL•MUELLER CENTURION A-423,WATERIOUS CONSTRUCTION,INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL,STATE,AND FEDERAL EROSION CONTROL PACER 6790,CLOW MEDALLION 2.ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED.STRIPPING SHALL CONSIST OF REMOVING APPROPRIATE NON-STORMWATER POLLUTION CONTROLS.(SCHEDULE A.7.D.1 AND A.B.C) REGULATIONS.CHANGES TO THE APPROVED ESC RAN MUST BE SUBMITTED IN THE FORM OF AN 10. FACE FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1H4 CUBIC THE TOPSOIL HUMUS.STRIPPING MATERIALS SHALL BE DISPOSED OF ON THE SITE IN AREAS ESC REVISION 70 CWS PER THE 1200 C PERMIT. YARDS OF CRUSHED 2'-PA'DRAIN ROCK,TARPAPER WILL BE LAD ON TOP OF THE DRAIN ROCK 70 DESIGNATED BY THE ENGINEER.PER GEOTECMS RECOMMENDATIONS. 6. CONCRETE CONCRETE TRUCK AND O CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING SEPARATE THE ROCK FROM EARTH COVER. CONCRETE WORK.(SCHEDULE A6.C.I.(61.(6)) B. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE IMPS MUST BE USED WHICH(AAV INCLUDE 3.IF SPRINGS OR GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION,THE CONTRACTOR THE APPLICATION OF FINE WATER SPRAYING,PLASTIC SHEETING,MULCHING,OR OTHER 11. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL ADVISE THE SOILS AND CIVIL ENGINEER ED THE CONDITIONS FOUND AND COORDINATE HIS 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL APPROVED MEASURES. SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET a THICK FOR A DISTANCE OF 10 FEET ON ACTIVITIES IN A E SOILSNNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. BOTH SIDE OF THE CROSSING.WHERE CROSSINGS ARE NECESSARY,THEY MUST BE MADE AT AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER TIME TO ENCOUNTERED. (SCHEDULE A.&C.II.(2O 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD,OCTOBER 01-MAY 31. APPROXIMATELY 90 DEGREES WITH AT LEAST I'OF SEPARATION BELOW THE WATER UNE. w 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS,AND OTHER NON-STORMWATER CONTRAS. 12. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI(POUNDS PER SQUARE INCH)SHALL BE TESTED -BUILT 4.MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED (SCHEDULE A.&C.147)) AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI.WATER MAINS WITH A STATIC PRESSURE TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1 1/2'-0'CRUSHED ROCK.THE GREATER THAN 100 PSI SMALL BE PRESSURE TESTED AT 1.5 TYRES THE STATIC PRESSURE FOR 1 AS -BUILT SUBGRADE SHALL BE THOROUGHLY COMPARED PER G WTECHNICAL HOUR WITH A MAXIMUM LOSS OF 5 PSI. 7 :Y& RECOMMENDATIONS. 11. PREVENT a:SEDIMENT lklTD PUBLIC OR PRIVATE ROADS USING IMPS SUCH A5:GRAVELED STORM SEWERS �'� (OR PAVED)EXITS AND PARKING AREAS,GRAVEL ALL UNPAVED ROADS LOCATED ONSITE,OR USE AN 13. UPON SATISFACTORY COMPLETION OF TESTING,THE NEW MAINS AND CONNECTIONS TO EXISTING APPi OVM 5.CONTRACTOR SMALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURSEXIT TIRE WASH,THESE BMPS MUST BE IN RACE PRIOR TO LAND-DISTURBING ACTIVITIES.(SCHEDULE 1.ALL PUBLIC STORM SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM CWS DESIGN MANS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION.FLUSHING PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAYING FOR AN A 7.D.11.(t)AND A.B.C.IN)) AND CONSTRUCTION STANDARDS-R&O 07-Z0. VELOCITIES SHALL BEAT LEAST 2.5 FEET PER SECOND.DISINFECTION SHALL BE IN ACCORDANCE INSPECTION OF THE WORK.FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE,EITHER USE WATER-TIG14T TRUCKS OR DRAIN 2.PUBLIC STORM SEWER PIPE SMALL BE THE SIZE AND MATERIALS SHOWN ON THE PANS. WITH AWWA STANDARD C651-92,THE STATE HEALTH DIVISION AND CITY REQUIREMENTS.THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED.DISINFECTING MD(TURE SHALL BE A PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. LOADS ON SITE,(SCHEDULE A7.D.11.(3)1 OF 3.INSTALLATION OF THE STORM SEWER SYSTEM SHALL BE IN ACCORDANCE WITH STANDARD UTER),I THE RFECTION HAYING WILL CHLORINE RESIDUALTINGA0UCIU SOOIUMMIS PER 13. USE BAPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS;VEHICLE PRACTICES.ALL TRENCH BACKFILL IN PUBLIC RIGHT-OF-WAY SHALL BE 3/4'-0 COMPACTED LITFR).THE DISINFECTION SOLUTION WILL O THE PREPARED BY INJECTING A MEASURED RATE NILE FR GRADING NOTES HYPOCHLORREAN ISALLO ED TO LOW THROUGH HE PIPTINESOTTHECHL R]NE-WH `IW- I AND EQUIPMENT FUELING,MAINTENANCE,AND STORAGE;OTHER CLEANING AND MAINTENANCE CRUSHED ROCK,(CLASS�']. (p0TA81.Ej WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE 50 THAT THE CHLORINE-PANUS \5 4.ALG I 1. THE GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, ACTIVITIES;AND WASTE HANDLING ACTIVITIES.THESE POLLUTANTS INCLUDE FUEL,HYDRAULIC FLUID, SOLUTION IS OF THE SPECIFIED STRENGTH.TREATED(CHLORINATED)WATER SMALL BE RETAINED IN 83236 EMBANKMENT OR STRUCTURAL FILL WORK;IT MERELY PROVIDES FOR INITIATION OF WORK AND AND OTHER OILS FROM VEHICLES AND MACHINERY,AS WELL AS DEBRIS,LEFTOVER PAINTS,SOLVENTS, 4.ALL SERVICE LATERALS TO BE CONSTRUCTED AT A MINYM MSLOPE OF 1/4-(Z%)PER LINEAR THE PIPELINE LONG ENOUGH TO DESTROY ALL NOHSPORE-FORMING BACTERIA.TYPICAL RETENTION IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE AND GLUES FROM CONSTRUCTION OPERATIONS.(SCHEDULE A.7.E,L12)) FOOT UNLESS OTHERWISE SHOWN ON THE PUNS.LATERALS SHALL BE 4'DIAMETER SIDE STORM PERIOD IS 24 HOURS,AT THE END OF THE 24-HOUR PERIOD,THE PIPELINE IS TO HAVE A FREE CONSTRUCTIGN-DEVELOPMENT PLAN SET. SEWER PPE TO BE WHITE IN COLOR AND CONFORM TO CVIS STANDARD DWG NO.170. CHLORINE RESIDUAL OF A LEAST 10 MG/L.AFTER SATISFACTORY CHLORINATION,FLUSH THE p ORE 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE:WRITTEN SPILL PREVENTION AND RESPONSE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE 15 EQUAL CHEMICALLY AND �s M1O 2, SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED.THE CITY MAY ORDER PROCEDURES,EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES,SPILL 5.SERVICE LATERALS SHALL EXTEND A AMNIMUM OF 10 FEET FROM THE MAIN AND TWO FEET PASTBACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY7• � STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION,AT ANY TIME. KITS IN ALL VEHICLES,REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY,MATERIAL THE P.U.E..E.INTO THE LOT.THE END OF EACH LATERAL SHALL BE MARKED WITH A Yx4'PAINTER . S/E J 3. EFFECTIVE EROSION CONTRA.,DUST CONTROL,AND DRAINAGE CONTROL IS REQUIRED AT ALL DELIVERY AND STORAGE CONTROLS,TRAINING AND SIGNAGE,AND COVERED STORAGE AREAS FOR WHITE,EXTENDING FROM THE INVERT TO A MINIMUMN OF THREE FEET ABOVE THE GROUND DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER.DO MDT ALLOW DISINFECTION TIMES.THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION,AT ANY WASTE AND SUPPLIES.(SCH A 7.E.III.) SURFACE,WITH THE DEPTH FROM THE TOP OF THE Yxr TO THE INVERT WRITTEN THEREON- WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY EXPIRES: 06-30-17 TIME. OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ.AFTER 15. USE WATER,SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED 70 AVOID 6.ALL SANITARY&STORM SEWER LINES MUST BE THOROUGHLY CLEANED PRIOR TO MANDREW NO DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION,THERE WILL BE ANOTHER 24-HOUR 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRICTION OR FILLS TO 8E WIND-BLOWN SOIL.(SCHEDULE A 7.11.11) OF PVC PPE AND TELEVISING THE SYSTEM FOR ACCEPTANCE. RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING.BACTERIOLOGICAL TESTS WILL BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS TAKEN BY TPW. ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO 16. THE APPLICATION RATE OF FERTIUZERS USED TO REESTABLISH VEGETATION MUST FOLLOW 7.COMPACTION SHALL BE 95%T-99 FOR TRENCH BACKFILL IN STREET AND PARKING AREA. VIDE AN ECLIPSE N0.88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY,ST. ED EXCEED W LOOSE MEASURE.EACH UFT SHALL BE COMPACTTO 90 PERCENT OF MAXIMUM MANUFACTURERS RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES 70 SURFACE WATERS. CONTRACTOR TO DETERMINE14. PRO TYPE OF EQUIPMENT AND METHOD USED TO ACHIEVE REQUIRED LOOVI MO 63102.THE SAMPLING STATION SHALL BE Y-0-BURY,WITH A J6-FIPTIFEMALE IRON PIP: DENSITY AS OBTAINED BY AASTHO T 180 COMPACTION TEST. EXERCISE CAUTION WHEN USING TAME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. COMPACTION. (SCHEDULE A,9.&III) THREAD)INLET,ANDA Y.•UNTHREADED HOSE NOZZLE.ALL SAMPLING STATIONS SHALL BE 5. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70APPENDIX CHAPTER 33 OF THE UNIFORM 8.PRIVATELY MAINTAINED STORM SEWER SYSTEMS SHALL BE CONSTRICTED 70 THE STANDARDS ENCLOSED IN A LOCKABLE,NOWRFMOVABLE,ALUMINUM-CAST HOUSING.WHEN OPENED,THE BUILDING UILD(W CODE.CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED 17. IF A STORMWATER TREATMENT SYSTEM(FOR EXAMPLE,ELECTRO-COAGULATION,FLOCCULATION, AND SPECIFICATIONS OF THE 1994 EDITION OF THE U.P.C.AS AMENDED BY THE STATE OF SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION,AND THE WATER WILL FLOW!IN AN BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET.IF THE BENCH EXPOSES SANDALL-BRASS WATERWAY.ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE As hwood FILTRATION,ETC.)FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED,SUBMIT AN OREGON,TITLED THE 19%OREGON PLUMBING SPECIALTY CODE 918-701-0010(1)] SOIL AN U T ERDRAN MUST BE PROVIDED.THE INDLTRDRAIN,IF REQUIRED,WILL BE OPERATION AND MAINTENANCE PIAN(INCLUDING SYSTEM SCHEMATIC,LOCATION OF ITEM, GROUND WITH NO DIGGING.A COPPER VENT TUBE(STANDARD)GIRL ENABZING,A THE SAMPLING CONSTRUCTED BY LYING INSTALLING NONWOVEN FILTER FABRIC,EQUIVALENT TO EXXON GTF STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING,AND E MINIMIZE u LOCATION OF INLET,LOCATION OF DISCHARGE,DISCHARGE DISPERSION DEVICE DESIGN,AND A 12500,ALONG THE BOTTOM OF THE STARTING BENCH,THEN PLACING A SIX INCH LAYER OF 115' SAMPLING PLAN AND FREQUENCY)BEFORE OPERATING THE TREATMENT SYSTEM.OBTAIN PLAN BACTERIA GROWTH.THE EXTERIOR COCK WILL BE NT PIPSS,ANDA W'&LLL VALVE SMALL BE E --03/4'DRAIN ROCK,AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM.OPERATE AND MAINTAIN THE TREATMENT SANITARY SEWERS PROVIDED IN RACE OF THE Y'PET COCK ON THE VENT PIPE. Subdivision FABRIC.SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO SYSTEM ACCORDING TO MANUFACTURERS SPECIFICATIONS.(SCHEDULE AAD) 1.ALL PIJBUC SANITARY SEINER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM WITH THE 15. WATER MUM WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS v FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED BENCHES.EACH B-INCH LAYER APPLICABLE SECTIONS OF THE SPECIFICATIONS OF THE CWS OF WASHINGTON COUNTY,OREGON. (OWNERS).ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUS7 HAVE THE PROPER SHALL BE COMPACTED TO A MINIUM OF 90 PERCENT AASHTO T-180 DENSITY.THE FILL�n 18. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HIOUDAYS AND WEEKENDS,IF DESIGN AND CONSTRUCTION STANDARDS-R&O 07-20.ALL BAMLL IN RIGHT-OF-WAY SHALL OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE,MINIMUM OF A DCVA(DOUBLE CHECK SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE.NO ROCK OR SIMILAR MATERIAL EXCEEDING NEEDED.THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAETER N COMPLY WITH CWS R&0 07-20. VALVE ASSEMBLY)INSTALLED ON THE PROPERTY SIDE OF THE WATER MIN ADDITION,EVERY R A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. EVENTS AT ALL TIMES OF THE YEAR.(SCHEDULE A 7.8) METER FOR COMMERCIAL,MULTI-FAMILY,INDUSTRIAL,AND INSTITUTIONAL SERVICE,REGARDLESS 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN 2.MAIN LINE PIPE SHALL BE e'PVC AND SERVICE LATERALS SHALL BE 4'PVC CONFORMING 71)ASTM OF SIZE,SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE ADVANCE,BY THE CONTRACTOR,OF STARTING BENCHWaRK TO DETERMINE THE NEED FOR AN 19. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED,OR OTHER&MPS D-3034.SIDE SANITARY SEWER RPE TO BE GREEN IN COLOR UNLESS OTHERWISE SHOWN. MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER.THE BACKFLOW UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS PREVENTION DEVICE SMALL BE INSTALLED AND TESTED BY THE OWNER,WITH THE RESULTS LEADING TO SURFACE WATERS.(SCHEDULE A 7,E.11.(2)) 3.SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAN AND TWO FEET FORWARDED TO TPW WATER DIVISION,BEFORE WATER SERVICES CAN BEGIN. 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEERS PASSED THE P.U.E.INTO THE LOT.THE END OF EACH LATERAL SHALL BE MARKED WITH A Yx4' O 16. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM,THE CONTRACTOR OR OWNER SHALL Z REPORT/RECOMVADIDATION CHANGES. 20. DRING CONSTRUCTION ACTIVITIES MUST AVOID OR AINIAUZE EXCAVATION AND CREATION OF BARIC GROUND PANTED SURFACE, EXTENDING,NTHTHEFROMDEP H F INVERT TOA F THEM Of THREE THEFEETINV RTABOVE WRITTEN ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED I�FOR TPW DURING WET WEATHER.(SCMEOULE A.7.A.O GROUND SIIRFACE,MATH 17E DEPTH FROM THE TOP a:THE 2'k4'TO THE INVERT WRITTEN 8. If SPRINGS OR GROUND WATER ARE ENCOUNTERED WRING CONSTRUCTION,THE CONTRACTOR INSPECTIONSEER,(,WATER LOSS,OVERHEAD,ADMINISTRATION,SAMPLING,ETC.AND 2%FOR CONSTRUCTION =1 SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE 21 SEDIMENT FENCE:REMOVE TRAPPED SEDIMENT BEFORE IT REACHES DIE THIRD OF THE ABOVE GROUND THEREON ENGINEERING REVIEW,INCLUDING'AS-BOLTS DRAWINGS,UPDATING MASTER MAP,INTERSECTION HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE MAPS,ETC, N SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. FENCE HEIGHT AND BEFORE FENCE REMOVAL.(SCHEDULE A•4.G1) 4.SERVICE LITERALS SMALL BE CONSTRUCTED AT A MINIMUM GRADE 2%WITH A MAXIMUM GRADE OF 100%(45')AND CONFORM TO CWS STANDARD DWGG NORO.170• 17. All JOINTS TO BE RESTRAINED. NOTES 4. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAME COMPACTION TESTS.A MiNIMIJM OF 22. OTHER SEDIMENT BARRIERS(SUCH AS 8108AG5):REMOVE SEDIMENT BEFORE R REACHES TWO INCHES THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. DEPTH ABOVE GROUND HEIGHT.AND BEFORE BMP REMOVAL(SCHEDULE A.9.C.11) S.ALL MAIN SEWERS SHALL BE BALLED,FLUSHED,THOROUGHLY CLEANED,MANDRULLM,AND OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED AIR-TESTED AF FE R THE BACKFILL IS PACED AND COMPACTED.A V.H.S.T.Y.VIDEO TAP:AND 10.EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571(UTILITY PRE-NOTIFICATION, 23. CATCH BASINS:CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. REPORT AND AIR-TEST RESULTS SHALL BE PROVIDED TO CITY OF HILLSBORO.MANHOLES SHALL ETC.). SEDIMENT BASINS AND SEDIMENT TRAPS:REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY FIAT BE HYDROSTATIC OR VACDUM TESTED. Z BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.111&IV) N 6.TRENCH BACKFILL IN STREET AREAS SHALL BE WITH 3/4'-O ROCK,COMPACTED TO 95%T-W. �.j 24. WITHIN 24 HOURS,SIGNIFICANT SEDNENT THAT HAS LEFT THE CONSTRUCTION SITE,MUST BE REMEDNTED.INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO 7.PRIVATELY MAINTAINED SANITARY SEWER SYSTEMS SHALL BE CONSTRUCTED TO THE STANDARDS N PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP AND SPECIFICATIONS OF THE 1994 EDITION OF THE U.P.C.AS AMENDED BY THE STATE OF OF SEDIMENT SHALL BE PERFORATED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED OREGON,TITLED THE 19%OREGON PLUMBING SPECIALTY CODE[OAR 918-701-OD40(1)]. S TIMEFRAME.(SCHEDULE AABA) Pacific i 25. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR O VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED Community SEDIMENTS.(SCHEDULE A.9.B.10 D 26. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH DYER, Design TEMPORARY SEEDING,OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS D OR MORE. (SCHEDULEA.7.F.I) 12564 SW Main Street i 27. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION Tigard,OR 97223 ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, [T]503-941-9484 j LOOSE STRAW,OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.F.11) a 2& PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS.DO MOT REMOVE PROJECT NO.: 117-001 i � TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF TYPE: AS-BUILT EXPOSED ARIS ESTABLISHED.HOWEVER,DO REMOVE ALL TEMPORARY EROSION CONTROL EAS ' MEASURES AS EXPOSED AREAS BECOME STABILIZED,UNLESS DOING SO CONFUCTS WITH LOCAL REVIEWED BY: JJK REQUIREMENTS.PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE,INCLUDING SEDIMENT RETAINED BY TEMPORARY BIAPS.(SCHEDULE A.7.8.11112)AND AAC.III) Q 2 . 1 z 0 I.I'. SMITH 5285 Meadows Road,Suite X171 CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS Lake Oswego,OR 97035 Fax:503 684 0102 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL Phone:503.657.3402 FEDERAL AND STATE LAW,THE TIGARD ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK MUNICIPAL CODE,AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE TIGARD REGARDING WORK TO BE DONE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY,IT SHALL BE PURSUANT TO THIS PERMIT. DONE AT THE PERMIT HOLDERS EXPENSE.CHANGES MUST BE APPROVED 2. THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS"MANUAL BY THE CITY IN ADVANCE OF WORK PERFORMANCE.CONTRACTOR SHALL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS-, COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. DATE: 07/22J2015 U.S.DEPT.OF TRANSPORTATION,FHWA,CURRENT EDITION. 22. ATEMPRARY i•SHALL BE PLACED CE PATCH(COLD MIX A.C.TRENCHES WITHIN ROADWAYS AT THE HOT MIX BASE REVISIONS 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN OF EACH DAYS WORK.NO TRENCH,ON SITE OR OFF-SITE,SHALL BE LEFT ACCORDANCE WITH THE CIM STANDARD SPECIFICATIONS AND,ALSO,IN AT ANY TIME IN AN 181-SAFE CONDITION. THE PERMIT HOLDER IS NO. DATE DESCRIPTION ACCORDANCE WITH A CITY(JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN.A COPY THE APPROVED TRAFFIC CONTROL PLAN SMALL BE RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING AVAILABLE AT THE WORK AREA. FROM THE PROSECUTION OF THE WORK. 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME, 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY EXISTING FACILITIES(ROADS,DITCHES,ETC.)AS MAY BE NECESSARY,IN ENGINEER. THE PERMIT HOLDER 15 RESPONSIBLE FOR PROVISION OF THE CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK EMERGENCY SERVICES(TIGARD POLICE DEPT.,TUALATIN FIRE B RESCUE) AUTHORIZED BY THE PERMIT.CORRECTIVE WORK SHALL BE DONE AT THE AND TO TRI-MEF AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PERMIT HOLDERS EXPENSE. PROVIDERS. 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN APPROVED CONSTRUCTION PLANS AND,ALSO,ANY IMPROVEMENT WHICH ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE 72 HOURS(MIN.)BEFORE INITIATION OF CONSTRUCTION WORK. PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE (FORM 6. ACCESS TO EXISTING PROPERTIES SHALT.BE MAINTAINED AT ALL TIMES, ATTACHED).IN ADDITION,THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, TIED TO THE GPS NETWORK.THE APPLICANTS ENGINEER SHALL PROVIDE SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE ESTABLISHED. (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS,ETC.,SHALL BE IN PLACE WATER SYSTEM FEATURES)IN THE DEVELOPMENT,AND THEIR RESPECTIVE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE X AND Y STATE PLANE COORDINATES, REFERENCED TO HAD 83 (91). EFFECTIVELY MAINTAINED. INCLUDE ACROBAT("'.PDF)FILE AND ONE 11X17 COPY OF AS-BUILTS. AS-BUILT 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS 25. A SEWER SYSTEM AIR-TEST AND(V.H.S.)T.V.TEST REPORT AND ONE SET PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY OF BLUELINE-AS-BUILTS-(OF EITHER OR BOTH THE STORM AND SANITARY DATE 7727/IS UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. SEWER SYSTEMS)SHALL BE REQUIRED BY THE CITY FOR REVIEW AND � ® APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS SYSTEM. WILL BE LIMITED TO 9:00 A.M.-3:OD P.M.UNLESS AUTHORIZED BY THE 26. THE PERMIT FOLDERS ENGINEER!INSPECTOR SHALL SUBMIT DAILY CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND INSPECTION REPORTS,ON A WEEKLY BASIS,TO THE CIM INSPECTOR, ARTERIAL ROADS BETWEEN 3:30 P.M.AND 9:00 A.M.UNLESS AUTHORIZED BY THE CITY ENGINEER. (SEE DEVELOPER-ENGINEER AGREEMENT NOTE X 5.) 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE(12)FEET;PEDESTRIAN 27. THE CIM INSPECTOR MAY.AT HIS DISCRETION,REQUIRE PROVISION OF S� W� TRAVEL SHALL ALSO BE PROVIDED FOR. TESTS AND OR REPORTS FROM THE PERMIT HOLDER,THE PERMIT HOLDERS \GaG I NEf ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR 832 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL CONSTRUCTION ADEQUACY/COMPLNNCE.SUCH TESTS/REPORTS SHALL BE REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC PROVIDED AT THE PERMIT HOLDERS EXPENSE. AND TO ASSURE PUBLIC SAFETY. ORE 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED oe q0 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLDER RELEASE AND WAIVER DOCUMENT TO THE CRY FOR EACH OWNERSHIP 7 SHALL BE CONTACTED BY THE CITYS PRIVATE DEVELOPMENT INSPECTOR, DISTURBED BY CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE (503/639-4171) TO ESTABUSH A PLACE, TIME, AND DATE FOR A RESOLUTION AND OWNER SATISFACTION. PRECONSTRUCTION MEETING. 29. EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL EXPIRES: 06-30-17 13. - - 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITYS BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS INSPECTOR,AL DICKMAN,503/718.2463 TWENTY-FOUR(24)HOURS PRIOR EXPENSE. TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY 30 THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE WHEN THE INITIAL AND FINAL UFT OF ASPHALT HAVE BEEN PLACED. PERMIT. 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS,AND A COPY OF THE 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE WRITING,THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF AVAILABLE AT THE WORK AREA.ALL WORK SHALL CONFORM TO THE TWO(2)PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE t PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CRY MYYREEMERGENCY. THE PERMIT CTIVE ACTION AND,IN GENERAL, OLDER SHALL NOTIFY INCASE CRY u APPROVED PERMIT PLANS,AND APPROVED PLAN AMENDMENTS AND TO Ashwoo E THE CIM STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL INSPECTOR,IN WRITING,OF ANY/ALL ASSIGNMENT CHANGES. r CONDITIONS.CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE THE CITY,IN ADVANCE OF WORK PERFORMANCE. CITY INSPECTOR, IN WRITING,THE NAME AND 24 HOUR EMERGENCY Subdivision u> 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON' RESPONSIBILITY OF THE PERMIT HOLDER.THE WORK AREA AND APPROACH RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA,CHAP.437, R+ DIV.3 CONSTRUCTION,SUB-DIVISION P-EXCAVATIONS.THE CONTRACTOR ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS SHALL NOTIFY THE CRY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR R 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALSOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS,SHALL PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE BE PROVIDED TO THE CITY.THE CITY SHALL IN NO WAY BE CONSTRUED O CANCELLATION OF THE PERMIT. THE CITY MAY AT ANYTIME ORDER TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE Z IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. N CLEAN-UP. 34. BEFORE PLACEMENT OF ASPHALT,THE PERMIT HOLDER SHALL CLEAN AND 17. EFFECTIVE EROSION CONTROL IS REQUIRED.EROSION CONTROL DEVICES COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER CONSTRUCTION ~ MUST BE INSTALLED AND MAINTAINED MEETING THE CLEAN WATER LINES.THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF = SERVICES AND DEQ REQUIREMENTS.THE CITY MAY AT ANY TIME ORDER NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE NOTES CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. vEROSION CONTROL. 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL. MAINTAIN THE WATER 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BESEEDED QUALM RN FACILITY AND CORRECT ANY DEFECTIVE WO , AND SHALL WITH A STANDARD GRASS MU(;SHRUBS,FLOWERS,BARK DUST,EXISTING PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER Z SIGNS,PAVEMENT MARKINGS,MAILBOXES,ETC.SHALL BE REESTABLISHED, FUNCTIONING OF THE FACILITY. A REINSTALLED OR REPLACED,WITH LIKE KIND AND MATERIAL. 36. (PUBLIC SYSTEMS)THE DEVELOPER SHALL CREATE AND PROVIDE TO THE s'' 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CITY A SCHEDULE FOR PERIODIC (QUARTERLY)MAINTENANCE OF THE 7 CONTROLLED WITHIN THE WORK SITE AND SHALL BE 50 ROUTEDTHAT WATER QUAUTY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID ADJACENT PRIVATE PROPERTY,PUBLIC PROPERTY AND THE RECEIVING FACILITY FOR A PERIOD OF THREE(3)YEARS FROM THE DATE OF CITY SYSTEM IS NOT ADVERSELY IMPACTED.THE UTY MAY AT ANY TIME ORDER CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS.ON OCTOBER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE IST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THEPacific i DRAINAGE CONTROL. DEVELOPER SHALL REPORT, IN WRITING,MAINTENANCE ACTIVITIES TD p THE DIRECTOR OF PUBLIC WORKS.CITY CREWS SHOULD MONITOR PROPER 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CRY FINAL - Community OREGON UTILITY NOTIFICATION CENTER.SAID RULES ARE SET FORTH IN ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A Design H OAR 952.001.0010 THROUGH OAR 952.001.0080.COPIES OF SAID RULE WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF MAY BE OBTAINED FROM THE CENTER BY CAVING 503.246-1987.IF YOU THE FACIUTY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE y HAVE ANY QUESTION ABOUT THE RULES,CONTACT THE CENTER.NOTE: EVALUATION. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS REVISION 06/05/2014 12564 SW Main Street EXPENSE. Tigard,OR 97223 [T]503-941-9484 a 0 PROJECT NO.: 117-001 i a TYPE: c �� REVIEWED BY: JJK O g z 2 . 2 LEGEND f TAX MAP: TAX MAP: TAX MAP: TAX MAP: 0 - --- -- EXSSTINNT LINE$ 5285 Meadows Road,9Suite3 8171 23 1 02CA 2S 1 02CA 2S 1 02CA 28 1 02CA EXISTING RIGHT-OF-WAY Lake Oswego,OR 02 VILLAGE Fan:503.65.34 TAX LOT: TAX LOT: TAX LOT: TAX LOT: ( �� - EXISTING CENTERLINE 245 201 700 800 / \ \ GLEN EXISTING PROPERTY LINE Phone:503.657.3402 / \ EXISTING BOUNDARY LINE EXISTING CONCRETE IX1-FOOT CONTOURS DATE: 07/22/2015 -325- - IX 5-FOOT CONTOURS EXISTI SANITARY EXISTING I2' REMOVEMmREPLANT ¢ , --XSM EX SANITARY SEWER REVISIONS SANITARY EXISTING HYDRANT REMOVE AND REPLACE STORM \ _ -7CM---� IX STORM DRAIN xG xG ----zc = --- -- - - \ - - - - --- - - - ' J.1. SMl l H - - - - - - - \ - - - - - SW FREWING STREET C 5285 Meadows Road,Suite#171 I'm Oswego,Lake 035 6840102 LINE TABLE -- Phone:503.657.3402 i I - 7777 LINE# LENGTH BEARING L1 166.57 N58'15 19'E INNERsernoN 7el -- -- -------- — --- NO PARKING \ L2 144.93' N59'4S 11'E WITHIN 30'OF L3 70.02' N36'36'30�N DATE: 07/22/2015 D REVISIONS I CLEARANCE NO. DATE DESCRIPTION PROPOSED _ RETAINING WALL 0S ED I /� I 1 Z 3 Jam\ CURVE TABLE STORM DRAINAGE STORM FACILfTV (A 1 I \ CURVE# RADIUS LENGTH CHORD DIRECTION yG`., Cl 200.00' 47.28' N5129 58-E C2 200.00' 52.51' N52'IT 54"E 30VISU \�\, Q**iCL�ARAZE T CT"A" — ------ ———— --- ----- _— ———— T—————— 1 ul \ 1 \ 10'PEDESTRIAN EASEMENT L3' 1 Iwo 12 11 — �— SW ASHWOOD STREET i.m SIDEWALK9 WIDEPUBLIC 1; 1 �AS�BUILT C7 _ __ l APPFgY® lL�-----WI PARKING ----- -------- - :• WITHIN 300E "-'--'-- -- NO PARKING �I INTERSECTION WITHIN 30 OF �WVISUAL INTERSECTION ` __.. B'WIDE I I CLEARANCE 35VISUAL •..`� •` I ryEiCn_ PUBLICCLEARANCE I a01 N f UTILITY 83236P / 11 EASEMENT I I [ 8 \ \ TYP. 111111 I I z I 4 \\ q 0R o \ • a I m I \ C IE i. J, \ I N I 7 6 \ \ EXPIRES: 06-30-17 \ \ I I \ \ 10 I �I I 9 \ \ 5 $+ \\\\ Ashwood I \ Subdivision I EIn I I \ N o I \ 9 RNY RAV R/W RW RMI 12' RAV 8' SITE w I WR.O.W. I I� 29' ' TRAVEL LANE VARIES S• 2PAVEMENT i 8' g• I a PUE I7' 5' S' 14' 14' 1- 5' 1{ PUE PUE I�' S' S fD 17 VARIES 3 EXISTING EXISTING PAVEMENT PLAN w i �SW PLANT. TRAVEL TRAVEL PLANT.SW ff I SW PLANT BIKE TRAVEL EXISTING SHOULDER PATH PAVEMENT H v 2.50% 2.50% VARIES I ' I VARIES w � =L 5'WIDE CONCRETE SIDEWALK _-- 5'W IDE CONCRETE SIDEWALK 1 PAVEMENT PER DETAIL 120,SHEET D7. 2 PAVEMENT PER DETAIL 120,SHEET D7. L4 SECTION CONCRETE STANDARD CURB Z PAVEMENT SECTION 8 PER DETAIL 125,SHEET D1. CONCRETE STANDARD CURB SECTION Q. PER DETAIL 125,SHEET DI, 4 Pacific o (A _OCAL STREET-ASHWOOD STREET/BARNUM DRIVE NEIGHBORHOOD E-SW FREWING&SW ASH PEDESTRIAN PATH ROUT E N.T.S. O (FREWING NT&ASH AVE) Community (1/4 STREET IMPROVEMENTS) N.T.S. Design >" 1.5"ASPHALT CONCRETE OVER 4"ASPHALT CONCRETE 2'ASPHALT CONCRETE TYPE'C'LEVEL II-TWO LIFTS 12564 SW Main Sheet I ' TYPE"C'LEVEL 11•TWO LIFTS Tigard,OR 97223 R T BASE ROCK a' 2'•(3/4"-0)LEVELING COURSE 1S [T]503-941-9484 3'•(3/4'-0)LEVELING COURSE Q T(2'•0)AGGREGATE BASE 95%OF STANDARD 1 Z(2"-0)AGGREGATE BASE 95%OF STANDARD a /----------•--------f PROCTOR ASTM D698 PROCTOR ASTM D698 PROJECT NO.: 117-001 TYPE: AS-BUILT ' COMPACTED SUBGRADE SOILS COMPACTED SUBGRADE SOILS REVIEWED BY: JJK APPROVED NATIVE OR 95%OF APPROVED NATIVE OR 95%OF STANDARD PROCTOR STANDARD PROCTOR SCALE 30 0 15 30 $ LOCAL STREET NEIGHBORHOOD ROUTE&PEDESTRIAN PATH 1_TYPICAL A.C. PAVEMENT STRUCTURAL SECTION 2 TYPICAL A.C. PAVEMENT STRUCTURAL SECTION 1 INCH=30 FEET Q NTS 2� NTS a z LEGEND J.'T. SMITH ----222----- EX 1-FT CONTOUR 0 � - - —220--- — IX 5-FT CONTOUR 5285 Meadows Road,Suite 0171 —224— FG 1-FT CONTOUR Lake Oswego,OR 97035 Fax:503 684 0102 J \ —220— FG 5-FT CONTOUR Plane:503.657.3402 j \ t ------ LIMITS OF GRADING Q PROPOSED RETAINING WALL r� SECTION E DATE: 07/22/2015 SHEET 6 FOR DETAILS. % REVISIONS — NO.T 2 -l NO. DATE DESCRIPTION /`4,� ./•212-�.� '21� /'2,4/ /�5� `,�_-- /11/ TALL SW FREWING STREET '4�, LANDSCAPE WALL 216 ! 1' } I 21e0 Tw V —.2 /3 I 2.2' 15.8 FG \ / r v /� I I f 1 \ c^ e 3.3.217.3 TW i 3.3 217.3 TW --,.. -, \ \ { { J r / 1 \ 2 AS—BUILT 24.0 FG /t =214.0 Fe -) p 1 / t 11 t ' _ -- it \ APP ° _ 218 RDY7� : \ 217.3 TW — — — \S.`C DINE !'F[� 3.3 214.0 FG 217.3 7W / 3 3 24 83236 .8 FG $ 218.0 Tw 1 / I / 2.z'27s.6 FG / 1 `2Z0 2 oRE ALLAN BLOCK WALL r i I j 1. $ W 1 —SW ASHWOOD STREET I 12l 1 J \O I -_ \ /q - EXPIRES: 06-30-17 226 Z ���..- ►►----- - - /. -``� - - 227 -228- C+ Ashwood 3 81F� �4.60 :, `\ \ \ 5.00 Fe�is / � i V i � 1 � ! I ! /�1 / / 1 _ !228-� v � $ \ 1122 U / $ _- _ i \ f I !IJ (/ ( Subdivision / / — r z \\21 // // (I i / i J adGRADING PLAN < Q s � / . Pacific a / Community H / Design / f / 12564 SW Main Street W / N / >, J Tigard,OR 97223 W i / /i ITJ 503-941-9484 I , M / PROJECT NO.: 117-001 TYPE: AS-BUILT \ 000 / REVIEWED BY: JJK SALE is 30 1 IN HC 0 FEET 30 z 5 0 J.T. SMITH 230 230 5285 Meadows Road,Suite x171 Lake Oswego,OR 97035 Fax:503 684 0102 Phone:503.657.3402 LOT 10 TRACER LOT 11 I /—— WATER LOT 12 QUALITY/ DATE: 07/22/2015 DETENTION PEDESTRIAN PATH FACILRY J--- � 220 FINISGRAGRADE D I I I 220 REVISIONS SW FREWING STREET I NO. DATE DESCRIPTION I I 2:1 MAX 2:1 MAX— — — ——— _ — 8115TING —— GROUND 210 210 0+00 1+00 2+00 3+00 4+00 GRADING SECTION A-A HORIZONTAL SCALE: 1' = 30', VERTICAL SCALE: 1" 5' AS-BUILT D%>E __7! APFRDY® .53f� 240 240 632 LOT 4 I LOT 5 ! 2:1 MAX. I230 L�SWASHWOODSTREET _—— — I — 4:1 MAX. 230 EwmNc EXPIRES: 06-30-17 GROUND FINISHED --------1— MGRADE ——— 4:1 AIC. 2201 As hwood .12 0+00 1+00 2+00 3+00 3+50 E Subdivision GRADING SECTION B-B HORIZONTAL SCALE: 1" = 30', VERTICAL SCALE: 1" = 5' R 75 Y O w GRADING SECTIONS LOT 4 230 0 230 FUTURE LOT LOT 6 IXISTING I SW ASH AVENUE < GRADE TO BE SW BARNUM DRIVE GROUND O CONSTRUCTED _ LOT 11 WITH HOME IPUf� IPU LOT 8 LOT 7 — — CONSTRUCTION , 2:1 MAX. g � — %MIN SLOPE I I 4"STROM DRAIN I I I i /I I FINISHEDPacific o I THROUGH CURB I I 5:1 IN I GRADE PUE MAX. Community a 5:1 rm. 2:1 MAX. i Design 220 I _ ------- _ - ----------------- 220 m I 5:1 1N I PLIF MAX 12564 SW Main Street Tigard,OR 97223 IT]503-941-9484 215 215 a 0+00 1+00 2+00 3+00 4+00 5+00 5+50 PROJECT NO.: 117-001 TYPE: o GRADING SECTION C-C REVIEWED BY: JJK S g HORIZONTAL SCALE 1' = 30', VERTICAL SCALE: i" = 5' i 0 6 Q z ').T SMITH 5285 Meadows Road,SuRe x171 Lake Oswego,OR 97035 Fax:503 684 0102 Plane:503.657.3402 PUBLIC PUBLIC EX SSMH SDLN 5 EX SSMH SDLN 1 SS02C065 SEE SHEET 11 $S02C067 DATE: 07/22/2015 SEESHEET 11 SDMH REMOVE a REVISIONS #02C150 REPLACE EXISTING AREA / _ --_ _ -___ —_--_ _._ _ NO. DATE DESCRIPTION DRAIN 'ik SSX SW FREWING STREET so so SDDI 1 `� b1 8.001 PUE -- -- SDCB #1A SDCI 7-------------- ----- --------- #02C076C #02C152C 1 SDCI r I MOVE AND #02C151C PREPUCE EXISTING FIRE , PUBLIC I HYDRANT SDLN 1 I SEE SHEET 17 SEE SHEET 9 ' I8.W PUE 2 3 19L SDDI SDMH �s AS-BUILT WATER QUALITY a SDDI #02C153C � #02C149 Z DETENTION FACILITY T 8 #02C154C ? 'YL I PUBLIC AfRIOY® --- ------- ---- I SDMH SDLN 2 SDCI SEESNEET 10 ZGn 1 t #02C147 S `I[`\=:.pZT=�- N II \ #02C156C j SDI DCI H 02 DCI --� -=_ - - -1--- - ---- -- #M 6 C� r r 8.00'PUE r — ----- SDMH --------- #02C148WQ r -- t ao i -- z oo- 2-5400 -3+ l e323s #02C155C 1 so s6 so M M M M M M 1 SW ASHWOOD STREET _Tll_ M-� 12 1 _ -M -- -r,, - = ?- 1\ EXPIRES: 05-30-17 SSMH x d ' -- SSMH -------- #SS02C130#SS02C131 8OPUE SDCI _-- ---- ---SDCI i� v 4lA t @ s I PUBLIC 4--1 - s I PUBLIC 102C16DC \ ♦� SDLN 3 l ' I I SSLN A \ SEE SHEET 9 i, x I SDCI $ SEE SHEET 15i� 8.07 PUE t #02C158C 8.07 PUE'*A\ \ Ashwood I ?��" i Ir SDCI 8.00 PI1E z 2 I I #02C 61 C PUBLIC , �� , A Subdivision E I - - -- 7 6 r E SSLN E14 r PUBLIC \ `•, S SEE SHEET 14 t SSLN EX3 \- - x N •2 "� && 3c T - SEE SHEET 16 \ FSC SSMH 75 1- I 9 \ s' S02CO66 1 O I- 5 \\\ o I IJ I s COMPOSITE UTILITY PLAN Pacific Community Design x X058 5 I :� 8 � m v. J i 12564 SW Main Street La Tigard,OR 97223 " ITj 503-941-9464 o \ PROJECT NO.: 117-001 Z. m Q TYPE: AS-BUILT m REVIEWED BY: JJK N Qg 30 SCO E 15 30 i 1 INCH=30 FEET a 7Z I I STREET NOTES: J T. SMI'FH. H. I 230230 11 INSTALL 8'CONCRETE SIDEWALK 5285 Meadows Road,Suite X171 SOLI o __ I PER DETAIL 166,SE SHEET D1. Oswego, #02058CZ Q La Fax:503 684 0102 35 ALLEN BLOCK WALL TO BE CONSTRUCTED UNDER SEPARATE Phone:503.657.3402 B r u°R• CONTRACT. /y, N FINISH GRADE @ © V HIGH CHAIN LINK FENCE TO BE PVI STA-1+00.00 5'+ 1 ELEV=219.77 PATH CENTERLINE CONSTRUCTED WITH RETAINING ;Q rn, SDCI 3 In w . WALL' DATE: 07/22!2015 #02C157C 220 EXISTING GROUND 8 = 220 4'HIGH CHAIN LINK GATE TO BE II \ 12 .5. PATH CENTERLINE CONSTRUCTED WITH RETAINING REVISIONS SW AS ODD STREET SDCB p.00% NO . DATE DESCRIPTION �. #02C147 ` _ os^T�u, - - - 1 PVI STA=1+45.42 - ,-____ 0 1 5/13/15 STORM SD IN ' ELEV= 217'50 PVI STA-2+00.30 CONNECTION 1 1 ELEV-217.50 STORM NOTES: REVISION 1+50.0011 1w. SDCI 11 PEDESTRIAN PATH #02 155C` PVI STA=2+06.41 -------- ELEV-214.45 1� INSTALL STANDARD MANHOLE PER .sSDCI -�- --- ---- - L, CWS DETAIL 010,SEE SHEET D3. r71 ° 210 210 INSTALL 60-WATER QUALITY 0+50 1+00 2+00 2+25 MANHOLE PER CWS DETAIL 240, ------- --� `-" ---- SHEET D3. \ -_ _-� < A H U © INSTALL OUTFLOW CONTROL ) PEDESTRIAN PATH PROFILE>n ---------_� SHEET UREPETABLE,DETAIL 720, HIS I ( 3 .. ----------- HORIZ SCALE:1'=20,VERT SCALE:1"-5' 1 I � SHEET D6.SEE TABLE,THIS SHEET FOR INLET INFORMATION. 1 MIN.POND 11 CONSTRUCT 101'LONG x T WIDE DEPTH-3.30 WATER QUALITY R E #02049 SDMH SDDI SDOI 1 1 DET 700, SHEET D6. I L- 10IC148WQ #02C153C #02C154C AS-BUILT OUTFALL TO FACILITY.PROVIDE DAM I F LONG x 5'WIDE x 1.5 THICK APPFION� 53b CLASS 50 RIP RAP PAD WITH OUTLET PROTECTION PER DETAIL SW BARNUM STREET OUT SEE SHEET 0612"IE OUTSEE SEE SHEET 9 16 CONSTRUCT CLASS 50 RIP-RAP OUTFALL PROTECTION(T WIDE x \S.`CD I Nf v� 8'LONG x 1.5'THICK) 83236 WATER QUALITY&DETENTION FACILITY PLAN HORIZ SCALE:1"-20' 4.RE 7 qo S/E J. EXPIRES: 06-30-17 INLET DATA: ® SDCI.IE4-#O2C154C lt RU7=212.35 De00212 26 WQ) E 230 230 DR=213.57 C, 6"IE OUT-4+.-33-(5E)211.52 IN 23.61 LF 6"(PVC C9D0) e5 0.0051 Ashwood g' PVI 4OUTFALL SDCI r ELE © STA=2 81'35 0.00'(SDLN WQ) 5 0 n o r GRADE @ n°r° RIM=217.30 DIB=216.71 Subdivision a•N DR=218.03 FENTERLINE PVI STA=2+87.69 < 6"IE IN=2i4M NW)211.64 J '^ ELEV-218.90 w 12"IE OUT�+},33-(SE)211.48 O 220 220 31.26 LF 12"(PCV 0900) TING GROUND @ S 0.90SO 0.0074 CENTERLINE --_ 20.88%PVI STA=2+55.97PVI STA=1+47.38 ELEV-NZ.2B- 31.26 LF 12'(PCV C )ELEV=212.82 0.55% DIB=212.26WATER QUALITY213.57 �S-6B850- 0.0074 47.38 LF 17'(AS101'LONG WATER QUALITY SCALE ��I & DETENTION 210 ®S�.O210FACILITY CONSTRUCT PROTECTION 23.61 LF 6"(PVC C900) N o PLAN & PROFILE @S 9.69093. 0.0051 rvnr I�O�YNW1_ �r W Nw1 W Up NCN N MN 8 .N N W O M x_ 3t Z■ � 3'.-. 8 Q 6 N V m t U Q m t Se H d CIC N OC rPacific O t 41 200 �p v3�-p.6 RggM1 0 *r o N 3 «2.6 200Community N OL8 Nn O N <J W CN <R.F_. ' NZ NW-- Design ma O �Fp' A N FN Cr'r!r! m V 8 ..6 i i 50 Y N 12564 SW Main Street NW W W F S r b N Tigard,OR 97223 (TJ 503-941-9484 a 0 PROJECT NO.: 117-001 190 CLASS B'GRANULAR BACKFILL 8 BEDDING -�I CLASS B'GRANULAR BACKFILL B BEDDING -�- 1 TYPE: AS-BUILT 0 0+75 1+00 2+00 3+00 3+50 REVIEWED BY: JJK b / SCALE WATER QUALITY&DETENTION FACILITY PROFILE z�� 1-_`� 8 iz HORIZ SCALE:1"=20',VERT SCALE:1"=5' 1 INCH=20 FEET WATER QUALITY GENERAL NOTES: AND DETENTION a STREET NOTES: J.T. SMI'M FACILTTY.SEE SHEET 8 I g I I 3 1O INSTALL STANDARD ADA 1. CONSTRUCT BARNUM DRIVE I (I < 1 ACCESSIBLE RAMP.SEE SHEET PER TYPICAL SECTION W, 5285 Meadows Road,SUi[e 11171 12 I I r- SDMH I CR1 FOR DETAILS. SHEET 4. Lake Oswego,OR 97035 10 11 SDMFI - I5: Sal k02C1 Fax:503 684 0102 SDCI NOZC1 I #02Cl52C (SEE CORING AI) I 1� INSTALL MODIFIED ADA 2. FOR CURB RETURN Phone:503.657.3402 y02C155C I SDDI 3 2 ACCESSIBLE RAMP.SEE SHEET INFORMATION SEE SHEET CRI. (nP.) 3 1 1 I ° I I //02 1530 3B 1 1 1 CRI FOR DETAILS. 8.0 --- P.U.E. 1 ° 5 T (ryP. (TZP.) 2OITYP B AION�NT BON(3 , _ _ _ .,• _ __. _ _ AIL 170,SEE DATE: 07!22/2015 ---- --- - --- ---------- _ ":.. SHEET D2. STORM NOTES: ;.--' - --- Q3 CONSTRUCT MAINTENANCE REVISIONS _ ACCESS PER DETAIL 166.SEE INSTALL STANDARD MANHOLE PER I SW BARNUM DRIVESo CWS DETAIL 010,SEE SHEET D3. NO. DATE DESCRIPTION SHEET D1. s / Iwo II ,� � 3+53 I O 1� MANHOLE INSTALL 60'R CWS DETAIL 2 1 5/1/15 STORM MH so- 4 CONSTRUCT 16'WIDE IX�� � T MANHOLE PER CWS DETAIL 240, GO t T-' x STANDARD DRIVEWAY PER CONFLICT #02CO58 I I �SDLN 4 SDLN 1 NW �� � DETAIL 141.SEE SHEET D7 ��D3' RESOLUTION 14-�� - _ �_ _ - 2 - - ' SP AND TABLE,THIS SHEET. 9 REMOVE EXISTING CATCH BASIN. II O STORM CB CONSTRUCT 16'WIDE 2 5/8/15 CONNECTION I I SDLN 3 MODIFIED STANDARD INSTALL 60'SHALLOW FLAT TOP ' I MANHOLE AND CONNECT TO IIS w DRIVEWAY PER DETAIL 142. EXISTING PIPE PER CNS DETAIL LOCATION `? SEE SHEET D1 AND TABLE, 040,SHEET D3. 3 5/13/15 STORM so 1,00 1 t+ THIS SHEET. ' _ _ _ •, - -... ---- ---- ------ z 19 INSTALL 60'SHALLOW FLAT TOP CONNECTION -- 1 I --- - _. - - - -� - STORM MANHOLE PER DETAIL REVISION 1 8.0 + ± 5-2030. -- - ------ - - ----- - ,♦ -_� ti _--1 /IO2C149 P.U.E. SDCI i I 3 x INSTALL 4'PVC SIDE STORM PIPELINE LATERAL @ S=0.0200 Efl 8.0' A - //02C151C I 1A MIN TO WEEP HOLE IN CURB.PER CITY OF TIGARD DETAIL 125,SEE 5 ) P.U.E. ( ,) SDCI I 'SDC �+ II#OZ�71 I SHEET DI.SEE TABLE THIS SHEET 9 $ #02C158CIp02C157C < #02 6C I i ° a FOR LATERAL INFORMATION. I INSTALL INLET CATCH BASIN (CG-30)PER CNS DETAIL 330,SEE MAS ZL 2ZS SW ASHWOOD STREET PRIVATE DRIVEWAY STATIDNS SW FREWING STREET SSHEET FOR4.S E TAB THIS A"RiX® �3h STORM LATERAL CURB WEEP HOLE TABLE SEE SHEET 10 LOT# BARNUM DRIVE STATION WIDTH SEE SHEET 11 INFORMATION. LOTH STATION LENGTH I SLOPE I.E. 8 1+66.24 16.00 4❑ INSTALL INLET CATCH BASIN 8 2+01.13 BARNUM 28.44 z.OVA 221.31 SW BARNUM DRIVE PLAN 9 0+97.11 16.00 (CG-48)PER CNS DETAIL 340,SEE 9 1+49.70 NUMj44.65 30.11 2.00% 221.83 HORIZ SCALE:1"=20' 10 1+01.58 16.00 SHEET D4.SEE TABLE,THIS 10 1.37.68 BARNUM38.00 2.00'.6 221.83 11 1+62.10 16.00 SHEET,FOR CURB INLET I M f`W/ INFORMATION. 6 11 2+06.87 NUM39.45 2.00% 221.37 12 2+29.29 WOO 83236 12 2+16.16 BARNUM 2.00% 220.59 NOTE:PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE CONTRACT INLET DATA: ;ORE M10 7, 240 240 3A SSOO ZAA G305.50 L'C155C /E J•�` (BARNUM DR) EXPIRES: 06-30-17 IM/TC N9,49 219.79 PVI STA:2+50.00 1 :74( 0'IE OUT=245E)215.89 o PV EL 1. 16.72 LF 10'(PVC 0900) f K:20.00 $N T G LVC:97:53 PVI STA:3+83.15 u @S 9.90so 0.0108 n PVI ELEV:213.65 ?ry p c6 G6 K:8.00 s 38 5 13+75+.35,15.50 LC152C LVC:53.68 p ;pW,ro RCM 3RIM/TC 214.34 LOW PT ELEV:2 .88 10'IEOUT=2f&95-(E)2 11.29 Ashwoou u 230 34.22 LF 10'(PCV 0900)E 230 @ S=0.9449.0.0129 iy zo g 8 m m 3C SDCI 1B.i G30 f02C151C FINISH GRADE@ u+$� STA=3+70.42,15.50 R' Subdivision R STREET CENTERLINE n a (BARNUM DR) '+ EXISTING GROUND @ i F W g H RIMIE OUT--44 PVI STA=0+85.52 214.67 10'IE OUT--44"4-(NW)212.34 -' ELEV=222.62 STREET CENTERLINE Y'^ .A 40.70 46.98-LF 10'(PCV C900) _-_ -0.83% N N @ S=0.9050 0.0366 4HF-TEE PER - W M4WFAGiURER� _ _ �- il --'------- ----------:]Tz �W 220 220 aA s�n=208W 152CK158CSW BARNUM DR 50 -5.71% � � (BARNUM DR) _` RVA/TC=221.70 STREET & STORM 1. 12"IE IN=2i4.43-(SE)214.51 IXISING SANITARvJ 2.- 38.4 12'�C(9NOE0))2u.31 PLAN & PROFILE @ S-0,01459.0.0070 SEWER pw 211.94 LF 12"(PVC ASTM D3034) 210 @ S$a3W 0.0306 111.76 LF 12"(PVC c90o) I 210 m ^ 12" @S -0650 0.0049 w 0.64'C 8 o Q o z M N F 55.90 LF 12"(ASTM D3034) 0.3'CLR o N W o @ S-0.0104 Pacific ooz-� Community - Design H nr 200 e o g-= ^ r`o ;_ r N N 200 12564 SW Main Street g�c ry1S$F g8 200 ggj z 3*^? gJ $ve�3'e 9 Ti ard,OR 97223 a z + n [Tj 503-941-9484 «� I} o taN�NrH ` grzZo>Z HmZ � v gN = =o PROJECT NO.: 117-001 3 F t;x IN b' ry=r N ZZW W p W W W W W TYPE: AS-BUILT . 7g�gFrrr �°�4z7b`rb� REVIEWED BY: JJK $ CLASS 13'GRAND AR BACKFILL&BEDDING $ 190 190 _ 0+75 1+00 2+00 3+00 4+00 4+30 SCALE 0 10 20 SW BARNUM DRIVE PROFILE 21� -`� n HORIZ SCALE:1"•20,VERT SCALE:1"-T 1 INCH=20 FEET z \ I GENERAL NOTES: J.-I'. SN11 i'H \\ \ \ 4 6 7 8 j 1. CONSTRUCT ASHWOOD STREET 5285 Meadows Road,Suite X171 SDCI (ly "02C760C SDCI •1-•SDCI � PER TYPICAL SECTION A,SHEET 4. Lake Oswego,OR 97035 ' (TYP•) ITYP•1 I A'02C758C v\ 8.0 #02C157C [ \ t 2- _.__ 4 [ [ P.U.E. B 1 V 1 $ 2. SEE SHEETS CR1 AND CR2 n� Phone:503.657.3402 FOR CURB RETURN INFORMATION Fax:503 684 0102 J m • . `•. °:• s 1 STREET NOTES: DATE: 0772212015 W aN- \ c _ 1 \ 10 INSTALL STANDARD ADA REVISIONS a W i 1 ACCESSIBLE RAMP.SEE SHEET CRN t.00 \ FOR DETAILS. NO. DATE DESCRIPTION Ah =W �� '& lL_ - 3.0o as--.-as �2 ds as as Os as t,qp Z 1 INSTALL MODIFIED ADA 0= 2.130 - - - - '�'- - - ; 1 1 5/1/15 STORM MH Q N SW ASHWOOD STREET 300 „ 1 ACCESSIBLE RAMP.SEE SHEET CRN CONFLICT W 3.75.00 .J0.00 2.50.00 2+00.00 1.50.00 1w. 11 0 FOR DETAILS. 3 W Z OZ INSTALL MONUMENT BOX TYPE B. RESOLUTION U)(� `\ e} .i;; .. _ \ SDCI i Q J SEE DETAIL 170,SEE SHEET D2. NO2C755C-li-_-- 00 -_ - I• - :1:° V O4 CONSTRUCT 16'WIDE STANDARD W J DRIVEWAY PER DETAIL N7.SEE SHEET D1 AND TABLE,THIS -_-_-- ---- - - -- Q SHEET. 1 ssp \ SDCI t 2 8.a 4 2 1 1 i SDMH SpMH U1 O co SDMH P.U.E. (TYP.) (TYP.) SDCI SDAOi NO2C149 NO2C748WQ..! r ILO \ A!(12C159C"02[146 NO2C156C #0X147 i ~.. .., W Z LU 3 2 t 1 �; f $ 1tJ STORM NOTES: P I• Q IV 1❑ INSTALL STANDARD MANHOLE PER 0 CNS DETAIL 010,SEE SHEET D3. ❑2 INSTALL 4'PVC SIDE STORM AS-BUILT PRIVATE DRIVEWAY STATIONS SW BARNUM STREET PIPELINE LATERAL @5-0.0200 STORM LATERAL CURB WEEP HOLE TABLE SW ASHWOOD STREET PLAN 0STREET MIN TO WEEP HOLE IN CURB.PER DALE f�2/�3-5b LOT" ,� D0 STA1tON WIDTH SEE CINOFTIGARDOETAIL125,SEE APPROVED LOT" STATION LENGTH SLOPE I.E. NORM SCALE:1"=20' SHEET D7.SEE TABU THIS SHEET 1 3.61.26 1.54-3SA5HW0OD 20.00 2.00% 219.45 1 3+28.12 16.00 FOR LATERAL INFORMATION. 2 2«95.26 ASHWOOD 20.00 2.00% 220.08 2 2+63.40 16.00 INSTALL INLET CATCH BASIN- 3 2+40.96 4Q2,.�ASHWOOD 20.00 2.00% 221.32 3 2.00.03 16.00 (CG-48)PER CWS DETAIL 340,SEE �,,�r1y1 pp.1�,Cn 6 2.01.24 ASHWOOD 20.00 2.00% 221.% 7 2«19.47 6 1«64.29 716.00 U 6.00 SHEET,FOR RBBIINELET IS \0] aGINf 7 2+43.31 -i.4fe84ASITY/OOD 20.00 2.00% 227.06 INFORMATION. 83235 NOTE:PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE CONTRACT OREGON 240 240 INLET DATA: 0. 7 11 \0 /E J Q > ® 25 PW STA:0«80,59 PVI STA:1.50.59 �a SOCI-2B,�CG48 NO2C156C EXPIRES: 06-30-17 PVI ELEV:222.63 PVI ELEV:223.33 STA=3.45.35,15.50 R' r K:10.00 K:33.33 (ASHWOOD ST) LVC:25.00 LVC:100.00 RIM/TC A49-86 219.75 $$ LOW PT.STA:0+83.09 HIGH PT.STA:1+33.92 10"IE OUT-M6:0B•(SW)216.15 9 LOW PT ELEV:222.71 HIGH PT ELEV:223.00 $$ 31.00 LF 10"(PVC C900) ry m PVI STA:3+50.59 F c @ S 0.03855 0.0326 = m m $n uai m PVI ELEV:219.33 W t1 Z30 ��"~ a n 8 rrvi $ K:14.83 W: N SDCI.26r}CG48 NO2C157C d ry ry LVC:70.00 a s 230 u> u m u LOW PT.STA:3+45.24 r,rn w ® (T,��ST;5.5D L' As hwood LOW PT ELEV:219.73 RN1/TCd49:86-219.74 iZ 12IEON 4.84 NW' 7' UT )21�4 Subdivision vii O N FINISHED GRADE @ STREET CENTERLINE 41.34 9 12'(PVC[900) O -1• -_ -_ --_- EXISTING GROUND ai 'i d PVI STA=3+86.59 @ 5#6658.0.0104 00 --- _ _- .00% >m Zi ELEV=220.31 ® SDCI-2 CG48 NO2C159C - STREET CENTERLINE m PVI STA=4 59 STA=1+01.99,15.51 R' _ 2.50% _- •2.00% "2 PVI STA=0+56.39 -- _- ZO 220 -----------_ % --- 66 ELEV (ASHWOOD ) --- 2 Z 12-IEN N6.3b(SW) 216.47 __ _ z 7z so% .. - _-.- -- 72"IE OUi=246:•3b( 10"STORM 8'01 WA 1 ER - - _.__.- _ 12"STORM 8'WATER 8"WATER w 1.3'CLEARf-O _ _ O T CLEAR .8'CLEAR @ S 7=&6296-0218 LF 12-(A5TM 3034) 0.5'CLEAR ® SDCF2GrbCG4B NO2C160C SW ASHWOOD ST 0 STA=0+90.70,15.50 L' (ASHWOOD ST) STREET & STORM 28.87 LF 12"(ASTM D3034) - 245.62 LF 12"(ASTM D3034) RMt/TC=222.91 ,. 12-HE OUT=217.42(NE) PLAN & PROFILE d @ S$ 9F @ 5 A2N - _ .$6g", 10'IE IN=217.42(S) -- - I H 0.0218 $ 0.0055 �. - a O o• 8'SS33.00 LF 12'(ASTM D3034) '6 n 55.90 LF 12'( M 34 M= 0 0.6'CLEAR 210 @ 5=9.0333 0.0298 •o N @ 5-0.0104 210 H� = N po vii`•' N �N '• 8 Q5w _ pUOK ^P� :yZZ��jl89y1a pa SO ilPp•'p• j Pv N~ vgas B M4;. -w a W O m Y'n • 0 ��W g M4;.- gil �N L. u^�7 5 tet# Wz Community �N W Y .N�W Design 200 ��b r �� 200 � 12564 SW Main Sheet H Tigard.OR 97223 r z Y G 3 [T]503-941-9484 C, $ r h a'°o"I ^ •: PROJECT NO.: 117-001 a z m z s QQQQ ww TYPE: AS-BUILT ww� O V REVIEWED BY: JJK 190 CLASS'B'GRANULAR BACKFILL B BEDDING 0+35 1+00 2+00 3+00 4+00 4+25 SCALE o SW ASHWOOD STREET PROFILE 20 o to zo 0 � HORIZ SCALE:V=20,VERT SCALE:1"=5 1 INCH=20 FEET z SW BARNUM DRIVE GENERAL NOTES: J.T. SMITH SEE SHEET 9 0 - 5 W •� 1. CONSTRUCT FREWING STREET PER TYPICAL SECTION V, 5285 Meadows Road,Suite N771 SHEET 4. Lake Oswego,OR 97035 Fax:503 684 070202 Z one 2. FOR CURB RETURN Ph :503.657.3402 \� Z INFORMATION SEE SHEET CRI. \ S I H48 �\\ 3 P UE. 2 A0zc15x sa52C STREET NOTES: DATE: 07/22/2015 #02EXTEND PATH CONSTRUCTION I - 5DCB TO SW FREWING STREET —+ — / - _ \\ JJ-- - SDDI 1O INSTALL ADA ACCESSIBLE Raw. REVISIONS --------------- — ------------- AT12C076C ----------- �fi2zJ p7A SEE SHEET CR1 FOR DETAILS. IE 1 � _ S i T NO. DATE DESCRIPTION INSTALL MODIFIED ADA ACCESSIBLE \ RAMP.SEE SHEET CR7 FOR 1 5/13/15 STORM DETAILS. CONNECTION REVISION _—_— e,.-- _ —_—rx7. .� s -.',— ,,rv. --_—_;c:r ___ _ ,.o:,:—� _ - O SAWCUT MIN.OF 1-FOOT INSIDE - -- SOUND EXISTING ASPHALT SDLN-5 SOLN 16 CONCRETE PAVEMENT AND SW FREWING STREET REMOVE. -00 — _ � —"'' ---------�x' — x---9' ox ox SDMN � — - STORM NOTES: #0X150 -'� 1® REMOVE EXISTING CATCH BASIN. ` \ INSTALL Or SHALLOW FLAT TOP MANHOLE AND CONNECT TO EXISTING PIPE PER CWS DETAIL \ \ 040,SHEET D3. AS-BUILT INSTALL TYPE it AREA DRAIN AND DAA 7/.2�,/� SW FREWING STREET&SDLN5 PLAN CONNECTEXISTINGPIPE PER � ® CWS DETAIL DETAIL 380,SHEET HORIZ SCALE:1'=20' D2• 1 E INSTALL TYPE II AREA DRAIN PER CWS DETAIL DETAIL 380, SHEET D2. Oryv- �5;��,N 83238 ORE 7• 1�\ S/E J EXPIRES: 06-30-17 PVI STA:3-78.60 PVI ELEV:215.23 K:33.33 t'"• LVC:50.00 $ $ 230 T 230 E Ashwood Z.0 t9ft9 C2Q1p z .n Subdivision Z 220 PVI STA=2-77.0e �+ N 220 3 ELEV=217.65 FINISHED GRADE Y r — ------ @TOP OF CURB --------- ----- -2.25% PVI STA=4-49.13 ELEV=214.70 w EXISTING GROUND ————————— SW FREWING ---- CENTI:RLIKE ----- ----------------- T ---`---- STREET & STORM v 261.97-26{Ail LF 12-(PVC C900)_—— 10 210 —— _ @5. - __ PLAN & PROFILE 0.0073 122.43 LF 12-(PVC C900) ---- z_ S-8:9050. 218 32 LF 12' _ ----- 3 r e N 0.0058 '`S"0.0334 Lj 8 No N_ f CGS pp.. 4��T{1I qq* ry NNN ; p 200 Tj gn 3rNj3^;WNL^ n 3$� a FF q}� P .- 200Pacific Community j N � 9 WNL;n N Tig Design•TN N N .<-' 2 = 0 W W W W 12564 SW Main Street G_G a�V rgard,OR 97223 [T]503-941-9484 a 0117,PROJECT 001 M I+ CLASS 11'GRANULAR BACKFILL&BEDDING _I TYPE: NO.: AS-BUILT 10 REVIEWED BY: JJK 190 9 2+00 3+00 4+00 5+00 6+00 6+50 O $ SW FREWING STREET&SDLN5 PROFILE SCALE HORIZ SCALE:1"-20',VERT SCALE:1-=5' 20 11 O 0 10 20 a 1 INCH=20 FEET z SW ASHWOOD STREET GENERAL NOTES: .I:T. SMITH SEE SHEET 10 r - 1. CONSTRUCT AH AVENUE PER / / r TYPICAL SECTKIN'C,SHEET 4. 5285 Meadows Road,Suite,1171 Lake Oswego,OR 97035 0102 It SDMH 2. FOR CURB RETURN Fax:503 5 / AZ y / M02C746 / INFORMATION SEE SHEET CRI. Phone:503.65.65 7.34.34 02 Q O / 4 / 3 EXTEND PATH CONSTRUCTION / y S '• - TO SW FREM14G STREET / DATE: 07/22/2015 STREET NOTES: P.U.E. +roza6u / " / _ /�' REVISIONS 5 2 4 1 SDCI $ SDCI �/ 01 INSTALL ADA ACCESSIBLE RAMP. <z 1 3 p02C? Sb M02C159C �� SEE SHEET CRI FOR DETAILS. NO. DATE DESCRIPTION ..,f ---- ---1---- =- ----- --- -- --- ' DCB INSTALL MODIFIED ADA p02CO76C k7 RAMP.SEE SHEET CRI FOR DETAILS. =C� •/ / e xxn-ri-szla-raxzx:zv3zi,ir�T�-, h ® CONSTRUCT 16WIDE STANDARD DRIVEWAY PER DETAIL 147.SEE SHEET D1 AND TABLE,THIS SHEET CONSTRUCT 16'WIDE MODIFIED 3100 RR 4.00 s. -� 6.100 -� 7 142.5 EHEET DI AND TABLE, 6 / THIS SHEET. d-_____-___ SAWCUT MIN.OF 1-FOOT INSIDE SW ASH AVENUE �� SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. AS-BUILT SW ASH AVE PLAN STORM NOTES: DAM 7,L2ZS HORIZ SCALE:I"=20' APPROM Ell INSTALL 4'PVC SIDE STORM PIPELINE LATERAL @ 5=0.0200 MIN TO WEEP HOLE IN CURB.PER CITY OF TIGARD DETAIL 125,SEE SHEET Di.SEE TABLE THIS SHEET FOR LATERAL INFORMATION. 1' INSTALL INLET CATCH BASIN 832 (CG-30)PER CWS DETAIL 330,SEE SHEET D4.SEE TABLE,THIS SHEET,FOR CURB INLET i ORE INFORMATION. • 7. M1O` �/E J•� PYI STA:4+03.06 EXPIRES: 06-30-17 PVI ELEV:227.38 240 INLET DATA: 240 K:32.00 LVC:80.36 ,^N 03 SDC83E-3-CG30/02C165C H ;P N ? (TAH-4.4'.69,19.50 L' RIM/TC--jjj6-j5r 225.69 10"IE OUT-aa4Qa4N)220.89 u LLO a S N 54.68 LF 10'(PVC 0900) As h wo o d @S 9-9;-43 0.0635 O PVI STA=3-26.021/1 E ELEV-233.15 EXISTING GROUND o n o. MEET CENTERLIN S u bd ivi s i o n y4 230 E r 230 \ FINISHED GRADE a< ° STORM LATERAL CURB WEEP HOLE TABLE _ @ TOP OF CURB In N LOT/ STATKIN LENGTH SLOPE I.E. _ PW STA=4+47.69 4 4-39.50 Z;l (AH) 20A0 Z.00X 225.00 N - ELEV-225.15 - 99% _- 51 3.92.31 i49r36-(ASH) 20.00 2.00X 22x.00 PRIVATE DRIVEWAY STATIONS - -- _--- LOT# ASH AVE STATION WIDTH 3+52.65 16.00 1 SW ASH AVE ---- 220 -----____-- 220 s 4+1e.90 t6.00 STREET NOTE:PRIVATE DRIVEWAYS TO BE 3 - BUILT UNDER SEPARATE CONTRACT PLAN & PROFILE v, a x N 8 210 210 PacificCommunityi o Design 205 205 2+75 3+00 4+00 5+00 6+00 7+00 12564 SW Main Sheet Tigard,OR 97223 ITJ 503-941-9484 n PROJECT ND.: 117,001 i TYPE: AS-BUILT a c � REVIEWED BY: JJK $ SW ASH AVE PROFILE SCALE HORIZ SCALE:1"=20,VERT SCALE:V-5' 20 O 10 20 12 1 INCH=20 FEET Y GENERAL NOTES: I.T. SMITH 1. CONSTRUCT PEDESTRIAN PATH 5285 Meadows Road,Suite X171 PER TYPICAL SECTION D', Lake Oswego,OR 97035 / SHEET 4. Fax:503 684 0102 / Phone:503.657.3402 / STREET NOTES: DATE: 07/2W2015 CONSTRUCT 12'WIDE GRAVEL REVISIONS DRIVEWAY WITH 3/4"-0 NO. DATE DESCRIPTION GRANULAR BASE,8"THICK.SEE TABLE THIS SHEET. SAWCUT MIN.OF 1-FOOT INSIDE / O SOUND EXISTING ASPHALT / 3 t CONCRETE PAVEMENT AND / y y REMOVE.SEE PROFILE FOR STATIONING. FOG LINE STRIPE PLACED 12'FROM CENTERLINE.SEE SIGNAGE AND / N STRIPING PLAN FOR DETAILS. INSTALL LANDSCAPE WALL,T MAX HEIGHT,AT BACK OF PATH. I 1 1 I� s 6o Hao 700 - - - AS-BUIL _ — — SW ASH AVE y4 STRIPE RI I.ar PRIVATE DRIVEWAY STATIONS BACK OF WALK 115.00' / LOTY ASH AVE STATION WIDTH 7 APPROVM EX 5+79.03 12.00 3nN3"HSV MS 11 / 832 PEDESTRIAN PATH PLAN `<3�IE7 HDRIZ SCALE:1"-29 EXPIRES: 06-30-17 U E CL n ci R Ashwood Subdivision Z 0 a n _ p� PVI STA:1+50.77 _ 3 PVI 0":217.69 PEDESTRIAN v K:44.61 5 LVC:100.00 _ PATH EE 230 s s s3 230 PLAN & PROFILE 84ai 8 PVI STA-0+00.00 H LEV-221.83 E 3 i • -2.74% Community E220 — ---- ___--- PVISA-2LEV .04.27 220 , • 43 EXISTING GROUND 42 SAW CUT LINE -0.50% FlNISH GRADE® 12564 S W Main Street SAW CUT UNE Tigard,OR 97223 [Tj 503-941-9484 n n PROJECT NO.: 117-001 0 i 0 TYPE: AS-BUILT 2101 1210 REVIEWED BY: JJK a -0+25 0+00 1+00 2+00 2+50 $ PEDESTRIAN PATH PROFILE SCALE HORIZ SCALE:V-20,VERT SCALE:1"-5' 20 0 10 20 0 1 INCH=20 FEET 13 z SANITARY NOTES: ® INSTALL SANITARY SERVICE LATERAL PER J.1- S-Ni1TH CWS DETAIL NO 520,SE SHEET D4.SEE -- TABLE THIS SHEET FOR LATERAL INFORMATION.CONNECT LATERAL TO 5285 Meadows Road,SuRe X171 EXISTING MAIN. Lake Oswego,OR 97035 Fax:503 684 0102 I I 1 ® I Wso3.6s7.3+oz WATER NOTES: 10 11 12 I I < ( Q7 INSTALL 1"WATER SERVICE WITH 3/4'WATER METER PER DETAIL 520,SHEET D5. v I DATE: 07/22/2015 (TYP.) �P') 1A I 1A 3/4INSTALL I"IRRIGATION WATER WATER METER PER DETAIL 520,CE SHEET D5. REVISIONS INSTALL DOUBLE CHECK VALVE PER DETAIL 530, _ I I SHEET D5. NO. DATE DESCRIPTION ST.STA:1+16.33,10.13'RT.(BARNUM) ST.STA:1«12.85,18.25'RT.(BARNUM) AINSTALL 2.1-WATER SERVICES WITH WATER METERS PER DETAIL 520, E SHEET D5. xe— --xQ— ---- _ - y 10 INSTALL 8'45.0'BEND WITH THRUST BLOCKING 1 I ! PER DETAIL 560,SE SHEET 05. ST STA:2-22.14,11.27 RT(BARNUM) so _I I so - so, --So so-- so _—s s so Two so . ,, REMOVE AND -- z.� ;f 1.00 ssx ssx ccx 3.D- ssx two ssx-��'ss ---3 t,00 100 xss - rss $$LN EX1 XSS xss S.IOD xss s9 xss EX SSMHs.c�' COORDINATE WITH CITY OF TIGARD WLACE EXISTING ATER _ DEPARTMENT FOR CONNECT7oN TO EXISTING + 1J5502C i 5 WATERLINE.CONTRACTOR TO FIELD VERIFY SIZE SII # SW BARNUM DRIVE n w w I / i AND LOCATION.DISINFECT LINE PRIOR TO x,,. —r w Iw .-_ -- - STN IV— 082 + 781013R7(BARNUM) ' ---------------- � 17 INSTALL SLEEVE 2'BEYOND ALL AC AND ------ ? CONCRETE SURFACES AND STRUCTURES. TYPICAL:RESTRAIN ALL JOINTS,FITTINGS AND ------- ----- -= --------- -- _ A �SSMH ; � ; PIPE. AS-BUILT IRR EVE — I ( I I'- N QAlI6 �7/`_^ 53� g I , I1 � = If 9 T I I • 1 1 1A T 1 1 o'y' < I j SANITARY LATERAL TABLE z TO POTHOLE EXISTING LINE AND P (TYP•) g O I I F.# STATION LENGTH SLOPE I.E.DETERMINE EXISTING RESTRAINT METHOD, m ') 3+28.98 SSLN IX1 39.84 2A0% 41+.98- 213.9 �Q�GCOORDINATE WITH CITY C IONTIGARD WATER I �� I I � 2+76.52 SSLN IX7 �9:A9- 42.1 2.00% -24+64 215.2 `DEPARTMENT FOR CONNECTION AFTER II 1I 2+66.52 SSLN IXi -28:4} 29.9 2.00% 414 j} 214.7 832a6 SUCCESSFUL TESTING AND DISDIFEC110N.uSW ASHWOOD STREET 3.31.83 SYNEXI 28.17 2.OD% 443.7+} 214.2SEE SHEET 15 SSMH#A7 -37..89 33.6 7.53% MSRS 215.4 7. IE 7 /EJ. 1C SW BARNUM DRIVE SEWER PLAN EXPIRES: 06-30-17 HORIZ SCALE:I"=20' J U Y N g o o Ashwood R 230 088 230 Subdivision �$,o ri88x�ry, �M i rY p Z CONNECT TO E'� "<< i m EXISTING WATER < z N ^' _ N FINISH GRADE e 0 ^ c STREET CENTERLINE Z --- EXISTING GROUND x x- -----' _ STREET CENTERLINE W�� 22o SW BARNUM DR W 3'MIN COVER ---------------------- FZ 220------IX 8— DI_ WATER_ 8�Dl WATER -sT. SANITARY SEWER 12"STORM ---- & WATER XIS -- a L J - _—�"-------------- ----- H X342 3b-Lx3" - --- 0.68'CLR -- _ '-- PLAN & PROFILE _ Y i51 97�Fg � I EXISTING 8"SANITARY SEWER 0.0111 1 V TARY ---� --- !0 1 - 210 210 uTERALNI(TYPJ -_ EXISTINGB SANITARY SEWER 8 LJ .7; Pacific E o O x�x1 O N Community N N N N Design- ID �' -N-- _ �N N o 12564 SW Main Street T o a$ N a Tigard,OR 97223 s�S - 4 z W s [T]503-941-9484 200 ^ W W W W 200 a d a G a m m o a PROJECT NO.: 117-001 ra aA55'B'GRANULAR BACKFILL B BEDDING TYPE: AS-BUILT 3 REVIEWED BY: JJK g° 195 195 $ 0+50 1+00 2+00 3+00 4+00 4+50 SCALE SW BARNUM DRIVE SEWER PROFILE 20 o to 20 14 2 HORIZ SCALE:1"•20,VERT SCALE:1"-5' 1 INCH=20 FEET ie SANITARY NOTES: 1� I•"1�• S1�i1'I'H INSTALL SANITARY MANHOLE PER CWS , DETAIL 010,SEE SHEET D3. 2 INSTALL SANITARY SERVICE LATERAL PER 5285 Meadows Road,OR 97Spil03 X171 SW ASH STREET SW BARNUM DRIVETABLE HIS Lake Oswego,5036 4OlOZ 5 CWS DETAIL 520,SEE SHEET D4.SEE Fax:503 684 0102 SEE SHEET 17 SEE SHEET 14 INFORMATION.SHEET FOR Phone:503.657.3402 \ I L I 77 WATER NOTES: 777 I I 11 Q DATE: 07/22/2015 4 6 7 8 m \\ \ I I 1 INSTALL 1'WATER SERVICE WITH 3/4"WATER METER PER DETAIL 520,SHEET D5. REVISIONS (TYP) (TYP•) x $ s I NO. DATE DESCRIPTION INSTALL 8'45.0,BEND WITH THRUST BLOCKING ---- ------ _ - (ASHWOOD)(ASHWOOD)- I _ WET BE BY INSTALL 8"HOT TAP TO EXISTING 12' p: ITT`O WATERLINE. ALIO ED CONTRACTOR ONLY. 1 -- - U 1 INSTALL LEEVE OND ALL AC AND —� 11 as �.>�-----W,; w __ � _ -. — w j _ f_ _ 11 CONCRETE Y E SURFACESAND STRUCTURES. w alt a w 1 — c I TYPICAL RESTRAIN ALL JOINTS,FITTINGS AND - as W ASHWOODT_RE_ET II p — 12 PIPE. \ SSLN A 3+00 2 ,50 1 -- T 1KC z II - -- — -- -- -- AS-BUILT i7-1 \ \ SSMH ' I _ - _ X\ XSS02Ct30 Sy B, TRACT A y i ` 3 2 1 XSSO2Ct31 ----- 1 _ --- a -- t ' p� SW ASH STREET SW ASHWOOD ST SEWER PLAN SW BARNUM DRIVE 83238 SEE SHEET 17 SEE SHEET 14 HORIZ SCALE:1"=29 ORE SANITARY LATERAL TABLE o do LOT# STATION LENGTH SLOPE I.E. F� 7. 1 1+36.59 SSLN A 25.19 2.00% 29-95- 213.7 /E J 2 1+99.71 SSLN A 25.53 2.00% +213.}+ 214.0 EXPIRES: 06-30-17 3 2+62.57 SSLN A 25.93 2.OD% 44443 214.4 6 SSMH X A2 -4zO*- 44.4 1.23% 418:53 217.2 7 2+58.94 SSLN A -12:24- 44.1 2.00% 41+43 214.8 L U E 8i s- Ashwood s 230 008 ags� 230 Subdivision C 22 r 0 _ _----- EXISTING GROUND@ _ - ---- STREET CENTERLINE FINISH GRADE @ \ STREET CENTERLINE 220 8"DI WATER 3'WN OVER __ 220 _ — —� -- ------ - ------ --- ,o sToaiA SW ASHWOOD ST CONNECT TO 72.STORM SANITARY SEWER EXISTING WATER 1.12-CUR & WATER 0 73 cLa C RESTRAIN ALL JOINT5,TYPICAL. - - _ 1 I_.. ---- PLAN & PROFILE 203.08 LF 8"(ASTM D3034) 6 @ S=&986+ 10"STORM _ a 210 0.0056 12"STORM 0.50'CLR o�2 n 210 K < 4"SANITARY 0.50 CUR '4,4'4 ry g LATERAL. 12'STORM --- r 3 (TYP.) 0.,W CUR •-ac a e _3 i Pacific i ^q N�mp ,1x7T7, N'3'JS 3r _ IR~C O nN'(�' uoZ �NCommunity orWS �$ogDesign 2 <N Io to 12564 SW Main Street Tigard,OR 97223 200 200 [T]503-941-9484 a h PROJECT NO.: 117-001 i CLASS W GRANULAR BACKFlLL 8 BEDDING TYPE: AS-BUILT a a 195 5 REVIEWED BY: JJK 0+25 1+00 2+00 3+00 4+00 4+30 S $ SW ASHWOOD ST SEWER PROFILE SCALE 20 HORIZ SCALE:1"-20,VERT SCALE:1'=5' 2' 1-� 15 1 INCH=20 FEET Z SW ASHWOOD STREET I.-r. SMl'I;H SEE SHEET 15 SANITARY NOTES: 5285 Meadows Road,Suite#171 / ® � 035 INSTALL SANITARY SERVICE LATERAL PER Fu:55033 684 0 02 / CWS DETAIL NO 520,SEE SHEET D4.SEE Plane:503.657.3402 TABLE THIS SHEET FOR LATERAL INFORMATION.CONNECT LATERAL TO EXISTING MAIN. .0 DATE: 07/27/2015 S 4 ///�/— /s WATER NOTES: / a ii REVISIONS s (TYP.) r OF OF REao1RIDAQINSTALL 1"WATER SERVICE WITH 3/4"WATER NO. DATE DESCRIPTION SURFACE-MOUNT DELRIIATTIR / bt METER PER DETAIL 520,SHEET D5. N kl FROM NEW HYDRANT.M. / f$ /q o �/ 16 RELOCATE HYDRANT BEHIND EDGE OF PROPOSED - -xe! x �' PAVING.CONSTRUCT RETAINING WALL TO _ 16 MAINTAIN Y CLEAR AROUND HYDRANT. --------- ----- --------- ---�— / 20 *EASEMENT FROM ADJOINING PROPERTY t REQUIRED FOR RETAINING WALL AND HYDRANT. 0 —XOH XDM—_ XG — XJt:— XOH % XCH % -XOH XC'•.__-- —_.XO-ri-- .-.., XG IX SSMH /f� % II 1155020066 t.Oo 1'� 4.D0 -- � I ssaF xss xss ssx -s 7S ''S—r - } IX SSMH 340 N00 SW ASH AVENUE 6'00 NSS02CO67 7.00 Mx MX Mx / M� Mx Mx MX MX - a -- AS—BUILT APAROY® / SANITARY LATERAL TABLE JLOTF STATION LENGTH SLOPE I.E. 4 2.27.06 -6:86- 31.2 2.00% "22946 221.1 \S0I Nf SW ASH AVENUE SEWER PLAN s 1+52.0 1 mea- X649- 37.8 z.a0x 22314 223.3 83236 HORIZ SCALE:1"=20' ORE �a 7. M1�` "S/E J•,I' 240 240 EXPIRES: 06-30-17 FINISH GROUND 'a h @TOP OF CURB Ashwood O vvo EXISTING GROUND W n 230 23U i i _ `—_ _:@STREET CENTERLINE g a ,_ «� Subdivision N I I R Ian_ ___ _ - -- ---- 220 220 �a 348.99LF8. ------ _ SW ASH AVE -- 4"SANITARY , n N F LATERAL.(rYP.) SANITARY SEWER oo SWATER i 1.42CLR i i & WATER PLAN & PROFILE 210 - - -- _-Jl 01 210 8 LJ Community _ Design 200 12564 SW Main Street 200 Tigard,OR 97223 m N IT]503-941-9484 ,oa .-Wzzz PROJECT NO.: 117-001 0 c_ 195 195 TYPE: AS-BUILT 3+25 4+00 5+00 6+00 7+00 7+25 REVIEWED BY: JJK $ SW ASH AVENUE SEWER PROFILE 20 Sc0 E 10 20 16 HORIZ SCALE:1"=20,VERT SCALE:I'=5' n 1 INCH=20 FEET Z l.'r. STNUTH \ 5285 Meadows Road,Suite X171 Lake Oswego,OR 97035 \ Fu:503 684 0102 \ � \ Phone:503.657.3402 \ \ \ DATE: 07122/2015 i REVISIONS NO. DATE DESCRIPTION TREE PROTECTION FENCING — INSTALLED AT TREE CANOPY,SIDEWALK INSTALLATION TO BE SUPERVISED BY PROJECT ARBORIST °,,,,, SW FREWING STREET ons— mn xx Ax 1 = TREE PROTECTION FENCING TO BE ion INSTALLED AT TREE CANOPY, 2 pf0.J0 SIDEWALK AND WALL INSTALLATION pm. 7,507 SF 1x31 101 TO BE SUPERVISED BY PROJECT ARBORIST _ \ .1 L Sn ua" - 17 SF ens , r 3 EXISTING STRUKTURE 7,509SF 1 �L TO BE REMOVED AS _ -- >< ` } \ DALE 7/.z�N �`��\. ��s, �., l NEIGHBORING TREES i A♦'1710'V® ��A TO BE REMOVE ,o>v WRITTENREQUEST TRACT A" ' ��' _ BY ADJACENT om s PER _ ��yy un XX XX -,y• o " \\ HOMEOWNER snen `� ham-. iii om �cRN t01^ 83 36 i — SW ASHWOOD STREET �'_ EXISTING STRUCTURE o OREGON t �E J.V- 7,541 SF vn+s -' ms l `s.1 """wftl1Ru,newow "101s' EXPIRES: 06-30-17 s, � Naso om ro — mv+ B �� �� Ashwood > 7.500 SF ;0 l'SwSF 7.541 SF c � � IV— E p , \ Subdivision oa4}, _ < x i 7 6 � < rn IX - - - 7,562 SF 7,512 SF — I � an Ix 9 I ; 1D �"A" I x 7,507 SF 5 \ z 7,542 SF ,. I x 7,534 SF \� \ I TREE PROTECTION F- — xx � . . _ AND XX f REMOVAL PLAN Pacific iU1 � s E STATEMENT: TREE REMOVAL LEGEND Community I,KAREN E."FORD,ATTEST THAT THE TREE REMOVAL RAN MEETS ALL OF THE REQUIREMENTS _ • 12 IN SECTION 10,PMT 2 O THE TIGARD URBAN FORESTRY MWJAI_ m raeEsroBEREMOVED REGISTERED LAN�DSCUE ARCHITECT#X9 12Tigard,OR 97223 564 SW Main e1 TREE PROTECTION FENCING—•—:. _ [T)503-941-9484 PROJECT NO.: 117-001 rn TYPE: AS-BUILT S REVIEWED BY: JJK ab SCALE Q$ 30 0 15 30 ,INCH=30 FEET 0 17 z J.T. SMITH 5285 Meadows Road,Suite#171 SW FREWING ST Lake Oswego,OR 7035 Fax:503 684 010202 211,12 Phom:503.657.3402 O 0: f 7 0.86% 3 DATE: 07/22/2015 1.52% m 211.10 GUT x23.08 222.60 _214.05GUT- Q -_x2).02 --_-_ 2x2.51 --_22248_ - --. -_- - y REVISIONS - --�- - ------ - NO DATE DESCRIPTION 8 213.50Gur C2 1 5/27/15 CURB RETURN 211.17 REVISION d" Q 213.60 Gur ,1 _ �?� 222,02'QUT 1 __.._.. -_ _____. •c 214.65 213.70 - .L 154 1/ 214.71 $ C5 S 211,115 J 711 g 222.38 GUT ,I7, 213.85 GUT Z,4., 214.23 2,3.86 214.11 \ 314 7,14.10 213.80 GUT I 213.80 GUT --------------_ 1 x13.5 GUT �'+ SW ASNW�DST _ 1 213.92 -� 213.92 ry1Q},' bpT ?..: 213.86 , _ -rte _ !� \\ 223.09 213.97 r`` Zsi PT 214.40 I ^ K 211 TOC 211 281 1 213.961 „ I 2.49 GUT 922.8 ur �- 214.45 214.40 214.j 214.341 AS-BUILT DATE____7 222.98 fi I 1 •�� 1 11 2x3.02 '03 ,."\:\ 223.70 GUT \ CURB RETURN TABLE - __ ---- - ' 223.00 438 223.80 GUT CURVE LENGTH RADIUS I DELTA cHoRD BEARING sTIRT sr4TI0N END STATION -. 223.10222.8 4 01 C1 21.80' 25.00' 5!'3258' 22.91' N32`2842T 5-12.63,22.63'L 3.77.67,14.00 L x'95 223' - . 8336 C2 39.27 25.ar 90'0000' 35.36' N75'1419'W 377.67,14.07R 4+49.13,18.arL _--_ ___ 22347 -\ _____ \ \ `\ 4�OREGONo CURB RETURN-SW FREWING STREET&SW BARNUM DRIVE ` \ E 7' SCALE:1"=10' 3337 '1�- \ /E J.`lam 1 EXPIRES: 05-30-17 929.101 224448 I PT 219.26 219.4 � 224.3p 2Q9.13 q 219.35 D o 219.11 GUT 1 q, 219.47 \ 219 219.59 x1953219.33 GUT 278.92GUT j220.01 121917 Ashwood 219.02 GUT E ------C 1923 1 �~ "' Subdivision 1 --- _ CURB RETURN TABLE 1219.77 � 219.71 C3 CURVE LENGTH RADIUS DELTA CHORD BEARa1G I START STATION END STATION `O 11 Fi CS 21.17 25.00 55`23'17 23.24' S63`433SE 5-71.52,20.99 L 1.02.01.14.01'R 1 219191.51 GUT C6 32.77 25.00 75'0000' 30.44' NOD'S37DE 0.87.07,14.W L 4.74.57,moor L 1 1 2.72% 1 0 1 � 1 � 2m.61 CURB v 11 0 ; 1 SW ASHWOOD ST 1 A 279% CURB RETURN-SW ASHWOOD STREET&SW ASH AVENUE RETURN SCALE:1"=10' H 1 1 � g DETAILS 3 - \ 9,9.84 cur a v 11 1 - � C4 •�a 1 219.90 U 1 " - 8 11 1 j?o°r sPacific p 1 ti 220.15 Community 220!p- X-96Design 1 720.02 219.% -- 1 2564 SW Main Street ��. Tigard,OR 97223 - " --- 171508-941-9484 I I K n1.71 zm. 1 9484 I 220.51 1 I PROJECT NO.: 117-001 I - - TYPE: A543UILT � CURB RETURN TABLE REVIEWED BY: JJK a CURVE LENGTH RADIUS DELTA CHORD BMW STARTSTATION ENO STATION C3 37.50 25.ar 85'S6'1r 1 34.08 1 S12'4718W 3.67.75,14.07R 2-56.77,14.arR SCALE 10 0 5 10 Q C4 40.7a 25.00 1 93'2722'1 36.41 1 N76'5830'W 248.00.14.00'R 3.54.88,14.00-L V 1 INCH=10 FEET ''o- CURB RETURN-SW BARNUM DRIVE&SW ASHWOOD STREET CR1 i SCALE:1"=10' z J.'r. sMi,rri DRAINAGE BLOCKOUT - 3" I.D. SCHEDULE 40 CURB JOINT 5'MIN., SEE NOTE 5 ROW 1 [-6" PIPE W%OUPLINGDWV(ABS OR G) 5285 Oswego, State N171 we Read,OR 97035 1" BATTER T - Fax:503 684 0102 2% _ ROAD J 1"6 1" R Wane:503.657.3402 ROAD T 3/4" R 6^ EDGE J_ III L-L II I_ 6" < 1/2 . 2"OF 3/4"-0"BASEROCK ,.MAX. 6 5" - DRAINAGE BLOCKOUT DATE: 07!22/2015 COMPACTED SUBGRADE� __.�- r 3" I.D. SCHEDULE 40 BASE COURSE DWV(ABS OR PVC) 24 REVISIONS -- - PIPE W/COUPLING " SIDEWALK ADJACENT TO CURB 16" No. DATE DESCRIPTION ' 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR R --, APPROVAL FROM THE CITY ENGINEER. j 3 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3GOO P.S.I. AFTER 28 DAYS. ROAD .-..... �' J 3. EXPANSION JOINTS: A. TO 8E PROVIDED: 11AT EACH POINT OF TANGENCY OF THE CURB. 2"OF 3/4"-0"BASEROCK 2)AT EACH COLD JOINT. � 3)AT EACH SIDE OF INLET STRUCTURES. COMPACTED SUBGRADE 4)AT EACH END OF DRIVEWAYS. SIDEWALK AWAY FROM CURB 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, NOTES: NOTES: vnrH A THICKNESS OF 1/2 INCH. 1. CONCRETESHALL BE 3000 P.S.I. AFTER 28 DAYS,6 SACK MIX, SLUMP RANGE 4. CONTRACTION JOINTS: OF 1-1/2"Tp 3". 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY A. SPACING TO BE NOT MORE THAN 15 FEET. ATOF THE CURB & OTHERLOCATIONS AS REQUIRED TO LIMIT THE SPACING 2. PANELS TO BE 5 FEET LONG. O A MAXIMUM OF20TB. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL 5. BASE ROCK 2"-0 OR 3/SUBGRADE OF STREET STRUCTUCT 95%COMPACTION. BASE ROCK SHALL TO URE OR 4"IN DEPTH, WHICHEVER IS GREAA TER. UTILITY VAULTS, WHEELCHAIR RAMPS,& AT SPACING NOT TO EXCEED 45 FEET. WITH A MINUMUM THICKNESS OF 1/2". 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 6. DRAINAGE BLOCKOUT- 3"DIAMETER PIPE: CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. A. 3"I.D. PIPE WITH COUPLING. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. SAW CUT VERTICALLY 18"EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' AND MAX. OF 3 FEET FROM PROPERTY LINES. AND A MAXIMUM OF 3.0'FROM PROPERTY LINES. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIAMETER SCHEDULE 40 DWV(ABS OR PVC)PIPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. Cm cR+nGAxD � NO SCALE Cm'DP'nGARD •�� NO SCALE cm'orrtAGARD ��` NO SCALE AGUSTIN P.DUEMAS.P.E. AGtISTN P.DUENAS,P.E AGUSTN P.DUENAS,P.E. CONCRETE DING.NO. STANDARD DwG.NO. ..ti n. N�N0 ONG.No. W a"` NM °"� ." ��° m CURB do GUTTER "° sEPTT>rsER zoo, SIDEWALK 120 "aD"P "N� D SEPTEMBER 200P CURB 1 25 "��`aO=11%' SEPTEMBER 2005 126 ,. aw,I 10' MIN. EXISTING DRIVEWAY- 6" CLASS"C AC -OR- 3" CLASS"C AC Ashwood MATCH WIDTH &GRADE ON 8" OF 3/4"-0 A R/W LINE f-2%SLOPE TO STREAM E E SEE NOTE 3 6" ,�i , .ice - � Subdivision ,n SEE NOTE 4 R 5' MIN 2% SIDEWALK N r COMPACT& STER!I1 E SUBGRADE 75 SEE FABRIC LANDSCAPE NOTE 3 LANDSCAPE w STRIP SEE NOTE 2 STRIP-� MAINTENANCE ACCESS A I STREET I 30' MAX 3, 3'-ice-- DETAILS -_IF- 10'MIN 5' MIN. 3 PLAN 6" i R/W \�.11Py 4" OF P.C.C. ON4" OF 3/4"-0 p 3/4" PROJECTED TOP aR f- 2%SLOPE TO STREET OF CURB 22%AXMAX a STREET - • I I I i 0�0 0 - OR/�•k"q 8 .�.o •ISI I'•.� r� a" A.c. � cific - 6" X 6" 10 GA MESH PEDESTRIAN PATH OR BIKEWAY FABRIC • =1 I • nity SEE NOTE NO. 4 2" OF AGGREGATE Design SECTION A-A (3/4"-0") COMPACTED NOTES: 12564 SW Main Street NOTES: 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SAC MIX, SLUMP RANGE OF 1 1/2"-3" Tigard,OR 97223 a 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3300 PSI AFTER 28 DAYS. 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 5 FEET APART, [1]503-941-9484 mEDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. PROJECT NO.: 117-DOI 3. FABRIC TO BE A WOVEN GEOTEXTILE(AMOCO 2006) OR APPROVED EQUAL. TYPE: AS43UILT C, 3. EXPANSION &CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 4. COMPACT AND STERILIZE SUBGRADE. REVIEWED BY: JJK ° a 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. 0 Q/ C.N:TIGARD NO SCALE crl5' if ARD �N' NO SCALE y <IRFta n AGUSIIM P.WENAS,P.E. runs�nu-rlu�nrxu AGUSTN P.OUENAS.P.E MAINTENANCE ACCESS OR DWc W. STANDARD DRIVEWAY DWO.No. D SEPTEMBER zoos w�LANDSCAPE STRIPS 141 " SEPTEMBER 2009 PEDESTRIAN/BIKE PATH 166 ° 'wIRuT a, .Ixn�w.m �:,.I N.m �LVLv4rm z J.i'. SMITH EXISTING PAVEMENT—\DIG OUT REPAIR —SAW CUT OR GRINDING 5285 Meadows Road,Suite#171 Lake Oswego,OR 97035 Fax:503 654 0102 Phone:503.657.3402 -0/m/�6 �j AC AGGREGATE BASEROCK ATE: 0 ABI D 7r2212015 REVISIONS COMPACTED SUBGRADE NO. DATE DESCRIPTION MONUMENT CASE & COVER LOCAL STREETS. NOTES: AC - 6" CLASS "C" ASPHALTIC CONCRETE, 1. MONUMENT BOXES TO BE CAST IRON OR AB - 4- (1-1/2 0-) AGGREGATE BASEROCK ALLOY SUITABLE FOR HEAVEY TRAFFIC OR LOADING #1036 OR 1033 SUPPLIED BY: AC - B" CLASS "C" ASPHALTIC CONCRETE EAST JORDAN IRON WORKS, INC. MINOR COLLECTOR STREETS: 13127 STATE AVE MARYSVILLE WA 98271 (360)651-6144 AC - 7" ASPHALTIC CONCRETE, SALES REP: (503)367-7925 AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK OR OR NO. M 1010 AND SUPPLIED BY: AC - 9" CLASS"C" ASPHALTIC CONCRETE OLYMPIC FOUNDARY, INC. MAJOR COLLECTOR STREETS: 4802 AIRPORT WAY SOUTH SEATTLE, WASHINGTON 98108 AC - 9" CLASS"C' ASPHALTIC CONCRETE, PH:(206)764-1200 AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK FAX:(206)763-1701 2. ALTERNATIVE TYPES MUST BE APPROVED NOTES: BY THE CITY ENGINEERING DEPT. PRIOR TO INSTALLATION AND MUST CONFORM 1. JOINTS TO BE TACK AND SANDED. TO THE FOLLOWING MINIMUM DIMENSIONS: 2 ASPHALT PLACED IN MAX.3'UFTS EACH COMPACTED TO 92X MIN. 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 3- SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. 4. MONUMENT TO BE NO DEEPER THAN 6"BELOW FINISH GRADE. C—ARD NO SCALE NO SCALE &GuSTvN P.WENAs'P.E. AGUSTN P.WENAS.P.E. MONUMENT DWG.NO. SEPTEMBER DIG—OUT DWG.NO. SEPTBER 2M 0 BOX 17AUGUST 2M AND REPAIR 182 10 17-8 Ashwood TACK ALL EXPOSED MATEMA_ PATCH AC TO GREATER OF 3" 6"M. Subdivision THICKNESSOR EXISTING —W 12'M.. EXISTING AC SART A Li cli PLAN MEW "5 0 000 OC 0,!p 0 00 0a° 0 0.- 0 0 o 000 00 06 C-6 0 0 0 Vo W2 00 0 IS o 0 00 0C _p 30 0 - 000 OO.-o -00 CpooadR 00.'_00�It 0 0O.P0000 Vo 0- 0 00 % 0 0 0 0 ;5% 0 aAA a o 0?000,9 0- 00 0 IF STREET 0 %0_00 0 0 o(3 0,44,w %000 00 oco,6 3/4- 0 EXISTING 9 DETAILS (2) BASE ROCK 000 SHED ROCK 00 0 ONO o NO.-OOV GRU Aq 00 .00V 0 00 0 .0-00 0 0 00 00 00.0 0 E I.11 . 0 0 0o0 0 00 0 0 00000 0 0 A 0 0 0 V 1. Cb-00 0�0 00oT'%C'o' . p O PIPE ZONE BEDDING Z. O Pacific Community SECTION A-A SECTION B-B Design NO J2 1.TEE CUT TO BE DME AFTER EXCAVATION AND BACKFILL OF TRENCH. NOTES 0 2.SEE S71).DRAWING NO.590 FOR BEDDING.PIPE ZONE,AND TRENCH BACKFILL 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 12564 SW Main Street ytj 2. INSTALL STRUCTURE ON N.OF 8-OF)V-0'COMPACTED BASE MATERIAL 3. PRE CAST R9WORCEMENT%HA_[_BE REBAR MEETING ASTM A615 GRAM OR WELDED Tigard,OR 97223 WIRE MEETING ASTM A497. 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I.AND A SLUMP [T]503-941-9484 OF 2'TO 4" 5. CHMNEL REQUIRED IN FLOW THROUGH APPLICATIONS,AS APPROVED.ALL OTHER APPLICATIONS REQUIRE AN 18'SUMP BELOW LOWEST PIPE INVERT. 6. NST&LL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN PROJECT NO.: 117-001 48*.SEE STANDARD WANING NO.100.SET FIRST STEP 12*FROM TOP OF GRATE 7. PRE-CAST STRUCTURES CONFORMING TO O.D.O.T.TYPE G-2 CATCH BASIN INLET ARE AN TYPE: AS-BUILT CD ACCEPTABLE ALTERNATE.(ALL GRATE MATERIALS SHALL MEET C.W.S. STANDARDS AS SHOWN ON DETAIL#320) REVIEWED BY: JJK T—CUT AREA DRAIN S mwi,�' � Ca"'Wate_"r?;Ser vim ASPHALT DETAILS cle, Spices TYPE 11 D2 DRAWING NO. 600 REVISED 12-06 1.d.n. DRAWING NO. 380 REVISED 12-06 z LOCATE FRAME AND COVEN1.ALL I. S1'i'H OVER tEOCJ:OF AT LEAST 1.Al.YA TO Y w"' P"I SECTIONSSECTIONSOU 0SL �' 1V1 _... HE REQUIREMINTS 1DTH 1.CONFORM m THE fi OF PROVISIONS OF RUBBER GASKET y,A APPLCAKE I.L�^mI 2 A C-SECDDNS yNA<L CW�IY FLAT TOP a.MAIM0 NO. 010 r rrE Nor m Exc®M MANHOLE 57ss�aeowe Road,5703 am r MIN, MILET VA?g0,OR 97035 ATO THE M APPLICABLE Pao�ueSOF SSTANDARD (OPTIONAL) .PRONE SECML ETAIL FOR OUTLET FLOW WOOL Fa::503.657.384 2 MANHOLE,DRAWING N0.010. CONTROL D(QED91G 1e DHA Pllonl:503.657.3402 3.CENTER OPENING MMP REOU9EL. NFT OUTLET ♦ALL OUTLETS SHALL HAVE FLOW CONTROL / DEVIM ( W DIA. q SUMP VOLUME AVAILABLEMA) MAXIMUM 2Y FROM "'[ •:A TAD FRAME AND COVER OR -mil W Nut- MINIMUM a.9 OF YAXMIUY WATERTIGHT FRAE AND 001". r•` 7'2"MUL 114,8 OF 140..71 CFTOP I)F FlRS7 sTEv a^ �'�...'� .;.�; OF DATE: 07/22/201TO TOP OF CASTING Sm.GRAVING NTL.110-SA/ST r PLAN H"MJL- 115,4 CF 1987 CF gf FRA1E IN NPI-SHRINK � ' STs E OETAL 192.3 OFFOR REVISIONS T NO. DATE DESCRIPTION NOTES: ;�GRNE RINGS(2",4",OR a") 4 YRADE R GS SET M SUMP VOLUME REOU REPENT$ 1. ALL PRE-CAST MANHOLE S 07KNS SHALL CONFORM m THE RUBBER GASKET m Cf/I.0 Gs a INFLOW REPIWE]RNTS OF ASM C-478. NON-SHRINK GROUT 50.9 OF ISVARN REQUIRED 2. ALL PARED N PLACE CONCRETE SHALL HAVE A 28 DAY RUBBER CASKET FLAT TOP STRENGTH OF 3000 P.S.L AND SUP OF Y m 4' REINFORCEMENT S'MINNM 1 ALL JOINTS SHALL E SEALED WTH PIE FORMED GASKETS STANDARD ECCENTRIC SUCH AS KENT-SAL NTL,2.RAM-NECK OR AN APPROVED 78•CONE RflM)VASE WATEAIMHT CAP EQUAL CONFORMING m FEDERAL SPEQTCATIOH SS-500210. STANDARD MANHOLE FLAT TOP 4. ALL PSE CONNECTIONS m MANHOLE SHALL E WATERTIGHT. REINFORCEMENT Da•DLL amEr FLOW CTITRa 5, PIPE CO9ECRONS OF 24.OR GREATER SHALL REQUIRE A PLASTIC OR DUCTILE. PPE"Y YANIOE AD CHANNEL DETAIE. OR APPROVED EQUAL. 0. PPE COSECTIOMS OL FOLK OR MORE MANTES SOUL UMHPE STEPS STI• /B BAR AROUND W15DE OF OPENING REQUIRE A PINHOLE CONNECTION AND CWV9EL ETN. Sm DRAINING Na 1W lLLET R0r •2 Ff OUTLET 7. PROVIDE A WORN OF W OF INTACT(UNDISTURBED) .1 MANHOLE SECTION HIB DIAGONALS BOTH SEES OF OPENING MANHOLE WALL E11EFN RPE BREAKOUTS AS MEASRED (VARIABLE V-4106 8"O.C.BOTH WAYS ON TE NSA"FAQ OF THE YNHOE L BREAKOUT OF WALL FGR PPE SOUL E Y YNMIY AND 4"MA)QINY CLEAN OF PPE WALL 5 ' 25• MIN. Sm EC1NN B-B 0. M DETAIL UM"ED TO MAX"INTERIOR DROP OF 24" FOR SANITARY CONNECTION AND 48*FOR STORY <a '` 1 B CONNECTION. 5"MINIMUM 10.1VA1ER11NT/fAMPFR PROOF YAHOE FRAME ANO a 4a' VARIABLE SUP COYER SSXIAALII.E t1S.D M ALL rAss�Ir AIA OF •. WIC EL R STREET REAS OMAXIMUM XH 110" NIMN.MINIMUM AllOdl A SAL MEIN NRAARBLs a NIDI ,f 311"MSMA �EaY1 FAIt�IR:OM1 L 411"YOUR. 1 Sim NwD ro BE rL O z•WR NMIWY I2'LEOQ(ONE REQUIRED) Y YIN.FROM TOP •,44, IENISW} ," �. 1"/FT.SLOPE TMP. P ! PPE m MANHOLE ;J:+,�_•y A. '+r �:.r. .'}.a:.•....�,",. #"10 X"AMINES SIPIi RET. ODIUM- SECTION PPE PER RAN a''•.�,I(.,!i,s;��i� ` ;•" 'a'MNMIN COMCRETE Y i:' MANHOLE DIAMETER TO E E7FTNMRIED }_•='"�e RPE T. RIIpN)P��' yyb•��"4.'RD•:^• S} 2 R NO SIZE OF INETS�O.D. SNP LITS •. 1.___1Y OF TP-T SMOOTH FINISH CHANNEL TO •`k:•-•:'. �••' 4 B"WIYUI COMGREIE COMPACTED BAE 3/4 VERTICAL HENNT OF RPE ::'•.•�.•: 'v�•>r�a CLAMP DETAIL �;' T�b3r'72 MI 12" MATER OF 3Y•-0"COYPACTID N-•��v?. NIMUM !y�]` (SECANT A-A) BASE MATERIAL • �- SHALLOW FLAT TOP WATER QUALITY STANDARD MANHOLE ClmnVw;g?'Selr i MANHOLE UeanVidolrr Savioa MANHOLE (MECHANICAL) d=Wiff Se�vioes DRAWING NO.010 REVISED 02-03 0. Y414r• DRAINING NO. 040 REMISED O2-03 Our rd- DRAINING NO. 240 REVISED 12-06 Ort M41AN. NOTES PE UST I("CO I AL HOES(2)SANITARY 1.ALL STEPS SHALL CONFORM m THE COYER ONLY EOIRE]ENA OF ASM C-47& s z�E,I�TAD Ashwood U 1"FLAT FACE LETTERING 3.ALL STEPS A MANHOLE a (RECESSED FLUSH) BE THE�DESO TYPE.� (NAOIO OF UNHATCHED STEPS isNOT P°°'TT°` Subdivision O p pj029110 p6:�'....: 5-3/4" (1 N 1WWrN O � "_ /.v J a O O •f >r. :a: oo O Q O a ( R ANS 5 P O OPICK ► i.., Q 1Y w (1e>3/4" 4 k.•w'. SEWER y PLAN VIEW AS SNiOMN COVER BACK COPOLYMER POLYPROPYLENE PLASIC SANITARY DETAILS 91 11Y GRADE 80 REINFORCEMENT �3/4• �} 24 3/4" DIA -}fg 1r m TT 0 3-3/11"FOR 0 -1 1/4" 7/8" I PLASTIC SAFETY SEP 1 ( I 11•-6-510" s.. TT 6"SO. M 1 1/2"J Ea 3/4"MLVAII®BAR •.•.:4 acific Communitya 2PICKHOLE DETAIL MATERIALS: , ,rDesign H 2 1/2" DIA CN.VANITESD: SECTION VIEW 116(3/4"DIA)GALVANRED DEFORMED REINFORCING BAR' ,f•*•.,.4., I 2h1/z" _ I 12564 SW Main Street REINFORCING BAR CONFORMING VATH ASM A-415 GRADE 40. r� i GALVAWffD CONFORMING VAIN ASTM A-1211 �' Tigard,OR 97223 PLASM IT]503-941-9484 a MUST CONFORM KITH ASTM C-4711. '.� STEEL REINFORCING BAR MNMUM 1/Y GRADE 110. MEETING REQUEEIENTS OF ASTM AHS ENCAPSULATED NOTES PROJECT NO.: 117-001 i VATH INJECTION MOLDED COPOLYMER POLYPROPYLENE 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AID ARTERIAL 51REET5 P SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS, 19TH SERRATED SURFACES. 2. COVER AND FRAME SHALL E GRAY CAST IRON ASTM A-48 CLASS 30. TYPE: AS-BUILT K= 4"FGR GALVAOIID STEP 3. COVEN AND FRAME TO E MACHINED TO A TRE BEARING ALL AROUND. JJK 4. NOTCH LD FOR LFTINC HOOK. REVIEWED BY: $ STORM WATER SUBURBAN AND STANDARD $_ MANHOLE LID ,; MANHOLE STEP � '�Servim MANHOLE FRAME AND COVER CieanVldoier smvkm i DRAWING NO. 120 REVIREVISED' D 12-05 � ��� DRAWING NO. 100 REVISED 02-03 DRAWING NO. 110 SANITARY REVISED 12-05, a'MIR+��+�• D3 a z As APR FACE OF PLAN J.-r. SMl'I'H A CURB PROPERTY LAE OR ,•; . 33• U71UTY EASEMENT 1.PUC NIB LEENE AFTERCONFORM EM ASN ADEM,DIN 35 DRIVE NW CENTER Q K�� RIMBFl1 S1eerE AFTER seat[s PLACED IN Nae. 5285 Meadows Road,Suite M171 ANUG fie' e'erLake Fax:50306840102 35 Phone:503.657.3402 FACE OF CAN }. BACK K CURBSECURE RACE r VEEP Nae NWS 5�AS A �R1411f.Ntr/BAaoXI 2 STANLFSS SiEil BAND SECEES IPPER HALF OF RUBBER agar£TO 71E ro PREVENT PUL PLOD BLOWOFF PVC A&STAINLESS STIES.SAM SHALL IME 300 W=TM•BAND NIH. SIGN OR SANITARY CADMIUM PLAYED CARBON STEEL.AND ATTACHED WITH HEX HEAD SDTTED SUEa 30• .0_ �''�MAIN DATE: 07/22/2015 FACE TRAdi NOTES: WTTQt JOINT •'. :.� 1.FOR NEW CONSTRVC1gM ALL SDE$EVER AND SIDE SION PPIENE CONNECTIONS 70 Ir AND 10*MAINES SHALL BE WITH/r PRE Not= FABMCAIM'TW FFITINGa;UA65 onwrax APPROUFDYr-EEXPANSION DONT 2 PPE MATERIAL SMALL BE ONE OF THE FOLLOWING S PLACE tEIE R16BER SfEErE Na1DE3 A YaDED gLYENf THAT NaD3 ITN REVISIONS A J FILLER(TYP.) SECTION A-A a PVC 7 �t,A�0 yµ NO. DATE DESCRIPTION TTOM FACE OF GUTTER C DUCOLE IRON CLASS--5O PLAN VIEW Smm F.CPMEPVCASN94M 12' '7 E PIC RB PVC A ASND 17x4 / NORMAL GUTTER MN.CURB NLE7 OPENING E CPP MEETINGMU ING A D 1 FLOW LINE FACE OF CURB 3.AGREEN LL PPE OR S BE COLOR E SEW iP-FACE OF GUTTER -ITE FOR SIGN SIDE PIPELINES W 35. TTa1iAQ d'GUTTER 72. HEIGHT NROHT. TOTAL LENGTH OF 2x4 ROD O1 CFLOTMt AS SHOWN IN APPROIED'SET OF RAMS SUFFALE YAOEtC > 3 -BOTTOM OF CURB 2x01 TO FAQ STREET TME a. p r WEEP HOE U`TP A 2 �Y COIGRAQ B ..A �6 O (tII1E-SIOMI) LABEL MAGNETIC TAPE NM BLACK LBI 31' � 4 � . GROUNDSMU' 'CAUTION SEVER BIND BELOW' STORM PLACE 18'A�BGAE TOP OF PAPE AND KVMMdX6BELOWT 2x4. 42• PIPE FRONT VIEW PERSPECTIVE VIEW SHOWING PLO° A.,, DEPRESSED GUTTER AT CURB INLET te' NOTES .35 MNIIM WALL THgOESS 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL•ASTM A-38 STEEL.AND BE HOT-DIPPED GALVAHM AFTER FABRICATION. b i ENTITY SLOPE FOR 3/r-O PIPE ZONE 2.ALL POURED N PULE CONCRETE SHALL HAVE A 28 DAY STRENGTH CF 3000 P.S.I. yP 4. . !•�� r PPE 0.010 MATERIAL AS SPECIFIED NOTE AND A SLUMP OF Y TO 4•. 3. INSTALL STEPS WIOl DISTANCE FROM LOP OF LD TO FLOW TAE OF PPE IS GREATER THAN ,�Y ♦•P 0.010 1.ALL NSERTA-LEE HOLES SHALL BE YAd/11E DRILLED AND CORED. INS SEE TEP WHEN DNA 100.SET TOP STEP TO FROM TOP OF CUTE AR ALIGN AN SUPPORT TM NTH 2.INSERTA-TEE ARE ALLOWED N NEWLY CONSTRUCTED SERER MANS lr AND BMDM GRAVEL LARGER NIDE DIAMETER(I.D.). LID OPENING• MINIMUMro•WIDE ELEVATION 3.SEVER MAN SHALL BE TWO SIZES(NONNAL ID.)LARGER THAN THE NSERTA 4.INSTALL SiRUCTUFE ON MNWM OF W OF W TO 0•COPACTED DAM MATERIAL -TM S 7r MAXMBL ALLOWED WITH DISTRICT OR CITY APPROVAL,TO AVOID CONFLICTS NTH DGSTING 4.HOST PPE SHALL BE MR*".35•WALL THICKNESS UTILITIES. SIDE SEWER SIDE STORM INSERTA-TEE INLET CATCH BASIN (CG-30) V w;?'Sw4i= / ClmnMw';?;SMVi= C7eanWlaier Swim DRAYWNG NO. 330 REVISED 05-07 DRAWING NO.520 PIPELINE REVISED 12-05 0.E«err Y.14r. AWING NO. 530 X012-06 0`N..db.`LIII d_ MANHOLE ID FACE OF AS APPROVED A� DIN 3r u _ ANG KA Ashwood E CLASS "B" CLASS "A" •-la 1 • PVC SADDLE(TEE) '� • FACEOF a aR® ' Subdivision R CURB �RETANER SURFACE RESTORATION MOUND OVER��TO� r HOLE AS SPECIFIED i tV FOR SETTLEMENT (V� RUBBER GASKET _ _ q- N FAQ JOINTTRACTIS N Y = GUrTm JaNTS 4' c _ -ME lr NATRETOP SOL �•.-Y-d 40" Y-0•� -. z o P TOP SOL EXSM J FILLER(T JDM7T INSTALL 95X COMPACTION VOLECaPACION PRIOR TO EWAVADN. A FILLER YPJ PER SECTION A-A O NOTE n WITHIN�Q -a rTGM FAQ a-GUTTER IADMSTtNED PLAN VIEW Z Z,�COPAC,ION ZNATIVE �1TM� NORMAL GUTTER •MN.CUB!INLET OPENING SEWER H u+ �W MATE IAL- FLOW LINE N DETAILS (2) a 3/4•-o fXUiGU vAJWS Flow, TTER of DIN - Q OF r @ NDE 3/4•-0 CRUISED 1/2 PIPE RODE -. O.D.PLUS r O 3e• PPE ZONE -y g STORM OR SANITARY B�ANLESS STEEL i � E MAN acific O / E PPE 4BFDORD -yi T t t/2' AB• Community PERSPECTIVE VIEW SHOWING DDesign 12 FRONT VIEW DEPRESSED GUTTER AT CURB INLET NOTES NOTES _ 1.INDEXED PVC GASEETED SADDLE SHALL CONFORM TO ASTM 3034 SDR34 ALL FABRICATED 12Tigard,OR 97223564 SW Main et i REQUIRED.TIVINCH STABILIZATION 1 HOT-DIPPED GALLANEED AFTER FABWCAIICK SIRUCNRAL,ASLY A-38 S1EE1..AND BE �n 2 PVC COMPOUNDS SHALL CONFORM TO ASTM D1784 NIMH CELL CUSS ae 12454-B/C t/2 PPE OD.RUS 4•MN FOR ME 18'AND THAN,a' BULL BE SPECIFED SP RATELY 2 ALL POULED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.Sl [T]503-941-9484 OR 123014-C. 1/2 PPE OA PODS 6•W.FOR RPE 18•ND IMOQ AND A SLURP OF r TO 4•. D 1 ALL ETASTOMERI SEALS(RUBBER GASKETS)SHALL COIFORY TO A51M F477. BE�MA7ERIAA%PLA�Nr Z 4.IN)O®PVC GASETED SADDLE SHALL BE INSTALLED WITH RUBBER GASKETS 3.INSTALL STEPS DRANK N DISTANCE FROM LOP OF LID2' R FLOW LINE TS GREATER LIGN NTH v1 APPROVED FOR THE SEWER MAN WALL CO FIGURATION(PROFILE OR SMOOTH WALL) SEE NO.100.SET FIRST STEP tr FROM LOP OF GRATE A/D AICA WI1N PROJECT NO.: 117-001 S STANI.E55 STEEL BANDS SHALL BE 300 SERIES,%V"BAND WIDTH.CADMIUM PLATED. NOTE: WITH DISTRICT OR CITY APP 4.INSTALL STRUCTURE ON MPO"OF>Y OF 3L•TO 0•COMPACTED RISE ITERAL. LID OPENM CARBON STEEL.AND ATTACHED WITH HEX HEAD,SLOTTED SCREWS. ALLCOMPACTTION REQUIREMENTS PER O 5. MAXUM ALLOWED WITH ROVAL.TO AAVOIDCONF ITS c B.INSERTION HOLE SHALL BE CORE DRILED. AASHTO T-99 AND ODOTIAPWA SPEC OOG05. 7r MATYPE: 7.NDEI®SADDLE SHALL BE INSERTED A NNYIIM OF AV FROM OUTSIDE WALL OF tJ05DNG URlRES REVIEWED BY: JJK HOST PPE AND SHALL NOT PROTRUDE BEYOND THE INSIDE WALL OF THE HOST RPE g TRENCH BACKFILL INDEXED PVC GASKETED ' INLET CATCH BASIN (CG-48) C 6616 it Setvioea DETAILS QemVid�Asullim ChwViltr Savi= SADDLE REVISED D.NN•aNw/Ytl.N. REVISED 12-,N Or.�PWIi18�. PE11S'D D5-07 01WNNiPWI1FiFUr. D 4 i DRAWING N0. 540 DRAWING N0. 590 DRAWING N0. 340 . C, z 0 J.1'. SMI-l'H 5285 Meadows Road,Suite#171 Lake Oswego,OR 97035 Fax:503 684 0102 Phoile:503.657.3402 _ OUTSIDE T WITHIN I PAVEMENT PAVEMENT 7'-0" 8'-0"PUE--�{ i r--E 6DATE: 07/22/2015 IDWALK REVISIONS PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP 18"CAST IRON 910 BOX - k - { PROVIDE 24"BY 30"MIN SERVICE LINE DEPTH 12'.20'ROTOVER METER BOX, WATER METER NO. DATE DESCRIPTION 4"THICK CONCRETE W/12.20'COVER W/TOUCH PAD(SEE NOTE 4) READ HOLE OR EQUAL PLAN HAND TAMP BACKFILL SIDEWALK ADJACENT TO CURB \�NIETER BOX ..,; AROUND TOP SECTION 6" IN. t2"MAX. \\ DOUBLE CHECK I I 1"UNION EACH SIDE VALVE ASSEMBLY LATERAL PLUGGED CROSS TEE 5I'-6" 5-0" 8'-0"PUE--{ CONCRETE THRUST BLOCKCHDULE SE6"ASIA 3034 PVC 1'-6" 12"-16" (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) FITTING 9013 D.TEE,OR 45' 22 1/2' 11 1/4' OPERATING NUT EXTENSION - \ (SEE DETAIL N0.505) 30•MIN SERVICE LINE`DEPTH 6" SIZE(INCHES) PLUGGED CROSS BEND BEND BEND WATER METER 4 01.9 01.3 -- -- 12"x20"ROTOCAST METER BOX, 6 04.0 02.1 01.3 -- W/12"X20"COVER W/TWCH 8 07.1 03.9 02.0 01.3 READ HOLE OR EQUAL A=;NOT TO EXCEED 12 16.0 08.8 04.5 02.3 CRUSHED ROCK BASE 24"DEPTH 16 2a.4 15.5 08.0 04.0 SIDEWALK WITH PLANTER STRIP AT CURB 24 64.0 34.9 18.1 DSI ELEVATION ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S-.AND AN ICUSTOMER SIDE - ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO F= BOX SPECIFICATIONS COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING NOTES -� �»,', DENCE SIZE BOX TYPE STESSES.USE THE FOLLOWING EQUATION \ BEARING AREAS a (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS)X(TABLE VALUE) 1)VALVE BOX NOT TO REST 8-10" SEE PLUMBING CODE 3/4"-1" BROOKS#1419 SERIES OFi EQUAL ON OPERATING ASSEMBLY. FOR DEPTH OF 1 1/2 -2" CARSON 17308 P15L OR EQUAL 1� COVER CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 2)OPERATOR EXTENSION REQUIRED WHEN VALVE NUT 2.CONCRETE STRADDLE BLOCKS REWIRED WHERE LINES MAY BE EXTENDED R FUTURE SEE DETAIL NO.581 IC INSTALLATION SHOWN IS ONLY A SUGGESTION. 3.CONCRETE THRUST BLOCKING IN BED ACREDCESSORIES. AGAINST UNDISTURBED EARTH. IS DEEPER THAN 3 FEET 24" 4.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. FROM FINISHED GRADE. 4"MIN TER METER1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. S.THE REWIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON NOTES THE PLANS:e.g.15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 3)CENTER VALVE BOX ON 1.SURVEYOR TO INSTALL TEMPORARY HUB ROCK 0 ANGLE BALL METER VALVE fi.IF NOT SHOWN ON PLANS.REQUIRED BEARING AREAS AT FITDNG SHALL BE AS INDICATED ABOVE. AXIS OF OPER.NUT. AND WARD STAKE OR WARDSTAKE AT MUELLER 824258 2. BRASS•STAINLESS,OR PLASTIC PLUGS TO BE INSTALLED IN TEST ADJUST IF NECESSARY,TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE SOIL BEARING 4)PROVIDE 24"SQUARE BY 4"THICK LOT LINE FOR METER INSTALLATION. 5/8"X 3/4"X I"OR EQUAL COCKS IF BELOW GROUND INSTALLATION. STRESS(ES)STATED IN THE SPECIAL PROVISIONS CONCRETE PAD AROUND VALVE 24" -I 2.BOXES SET IN CONCRETE SHALL BE 1"TYPE"K"SOFT COPPER TUBING 7.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER NEXT SIZE URGER 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION, BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL BEARING AREA OF BOX OUTSIDE OF PAVED AREAS 3.CENTER OF METER BOX TO BE OFFSET -SEAMLESS AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS THRUST BLOCKS ARE IN SQUARE FEET. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD 1'FROM PROPERTY LINE. FOR INSTALLATION. wam..: �,.."•. ffm-q Ip scut ,...wa.,:vArAmA4us1w r'olNOlu�rDOUBLE CHECK STANDARD THRUST me Ko TYPICAL GATE o.c Ko. 3/4` k 1' ow Na Axr BLOCK 560 VALVE 503 AxY mor WATER SERVICE 5L0 Axr mor ASSEMBLY 530 18"CAST IRON 910 BOXES 3•_0• �s'-o"� I SIDEWALK ADJACENT TO CURB FINISHED GRADE 4"MAX 7 18" O BREAK FLANGE 18"CAST IRON 910 SIDEWALK MIN r 6 Mpl(. C`7ALVE BOX TOP Ashwood U 2'BRASS PLUG hE TSP GATE VALVE HAND TIGHT Subdivision (SEE DETAIL N0.503) 2"ADAPTER COPPER 1 1/2 4"DRAIN Rt v SWEAT TO FIPT TAR PAPER(MOISTU 2"COPPER TUBING 6"DUCTILE IRON PIPE R (TYPICAL) RESTRAIN ALL JOINTS W/ "FIELD NOK"OR EQUAL GASKETS r I-10 2"ELL COPPER SUP 6"MEGALUG RETAINER �® k-jI �- GLAND(EBAA IRON) Q 2"ADAPTER COPPER CONCRETE PIER 6"GATE VALVE 3 SWEAT TO MIPT o z BLOCK Fl.G. M.J. M.J.x 6"FLG.TEE TYPICAL 'O MECHANICAL FIELD RESTRAINT CONCRETE PIER BLOCK mo - SIDEWALK WITH PLANTER 2.0' 0 REQUIRED ow WATER MON JOINT PLUG OR N�� a ma STRIP AT CURB o i ��` RETAINER N6lAND EGALUG PLACEMENT OF FIRE0 z o w I w SIDEWALK MAY BE USED IN PLAICE OF z WJ��L w _ 3"MAX.BREAK FLANGE THREADE HYDRANTS OVERRIDE �, DETAIL N]! COPPER TUBING PLACEMENT OF VALVES. ¢ PERMANENT FIRE HYDRANTS MUST <� ¢ T7 BE PLACED AT TANGENT OF THE CURB ARC. rc wNOTES- K TYPICAL PLACEMENT OF VALVES. STREET PLUG OR PLACE VALVES AT THE TANGENT m� 1. HYDRANTS TO BE MODERN MUELLER CENTURION,A-442,(OR APPb EW AL)6"MJ,5 1/4" �+ EDGE OF PAVEMENT OF THE CURS ARC.7'IN FRONT 1. lz MVO 3 PORT-TWO 2 1/2•PENTAGON OPERATION NUT,OPEN LEFT WITH THE FOLLOWING: a PHASE BREAK MAX.500' OF FACE OF CURB AND/OR 10' rm A. OIL RESERVOIR MJ GATE VALVE BETWEEN VALVES FROM CENTER LINE OF ROAD B. ZSEAT N BRONZE ACTUATION NUT AND VALVE BOX X1•_0^ 0,0 40 COMPLETE Q D. WE SHIELD REQUIRED Cl we E. SAFETY SLEEVE COUPLING g NOTES:- N - <'^ F. THREADED NOZZLES WITH"0"RINGS EEE]0-01.VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA z Nz G. NATIONAL STANDARD THREADS Pacific j 2.VALVE BOXES ARE REWIRED AT EACH VALVE LOCATION ti o N 1 2. SAFETY CHAINS TO RE REMOVED. 11I z J F, 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED \ 3.VALVE BOXES CONSIST OF 6"ASTM 3034 PVC RISER a w o BY DISTRICT FIRE MARSHALL. Community UNDISTURBED EARTH AND 18"CAST IRON 910 COVER �o0 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. MECHANICAL FIELD 4.MAXIMUM SPACING FOR VALVES IS 500 FEET ¢z� 5. NO OBSTRUCTIONS WITHIN 3'0"RADIUS OF HYDRANT. Design ,n 6. IF SUBJECT TO VEHICLE DAMAGED,PROTECTIVE POST TO BE PROVIDED. RESTRAINT REQUIRED 5.ALL VALVES ARE TO CONFORM'NTH AWWA STANDARDS i�l5 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO.503 OR AS APPROVED 12 6.GATE VALVES ARE REQUIRED FOR 8"AND SMALLER PIPE. ¢a BY ENGINEER. .y0c 10BE EED DETERMINE[ 7.BUTTERFLY VALVES ARE REQUIRED FOR 12"AND LARGER PIPE. mesio 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. )2SNS4 SW Main Sheet 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT) Tigard,OR 97223 TEMPORARY ON THE a 1/2"PORT. [T]503-941-9484 Iw scA11: ,...v..R. No scut � .,.r... �SCTrc ..,.».e Ko scut AW5 M r.o xKAs.r L' 2" STANDARD TYPICAL VALVE oWc 4p 51M��r x �� M Ate`", v E FIRE HYDRANT one w. N ..e oAc Na VERTICAL BEND IG u `� i Y mn BLOWOFF N6Lr mos D HYDRANT LOCATION 575 MY mor RESTRAINT 563 - .,a, AAr mm ASSEMBLY PROJECT NO.: 117-001 570 m "'�°- ami re `542 TYPE: AS BUILT REVIEWED BY: JJK D5 z a 'f 'J:I. SMITH OK -CW� 9 YF 0- J m t3 5285 Meadows Road,Suite#171 < < I� Lake Oswep,OR 97035 O O FFax:503 684 0102 D. I� Phone:503.657.3.102 III �� wN • <� MALL SECTION AND ' O CO 7 gpp8 ARIOR DAEN9O IN�CO •'" o• MAXIMUM WATER S FAE ElEVA70 avuo r M"bw .� . FAME GRATE PEG DATE: 07/22/2015 SM,DWO 40D ww off=•: 6 REVISIONS VE 3w ' w� CRIPTION of STORM aTER OUT—,:/ \ ` E1ex'IF NO. DATE DES sAu PLATE AND OW7aM e•ImrdL g ' OM(SEE OueNG N0.AO NIO1LE S MALL RIVER g� �MI� PLAN VIEW y STEEL AAMC ORS HM Ui NTS 2 Ir RAEE3. GO. j5D 3N 003 oE5 �f SECTION A-A T i. �.it:• 'O it:t.1.1p� ... O A m I_I I BOFLTER BAO z CLAMP DETAIL CONCRETE _? �� I,STNV)$SUER RT.Oy �; _ MIR 9o.. A m PROFILE z - SIS 8 NOTES: < LL 4' S � ow 1. CONNECTING PIPE AND TEE SHABE ,8',OR W AWWA C-900 OR ASTM MM PVC,AND ` ONE SIZE URGER THAN THE ORIFICE OPENING. c7 2. MAMMUM ORIFICE OPENING SHALL BE 8'DIAMETER. NOTE: w <� 3. STRUCTURES SHALL CONFORM TO STANDARD DRAWING NO.390 DITCH INLET. 1. BIO BAGS ONLY REQUIRED WHEN x < ✓� 'S p 4. FRAME AND GRATE SHALL CONFORM TO STANDARD DRAWING NO.400.DITCH INLET FRAME DISCHARGING SEDIMENT LADEN WATER. FOR FURTHER EiOteNtllgN ��,11 DL ON DESIGN CRITERIA SEE 2 x }a� 3 A 5.. PLATE AND GUIDE SHALL BE SECURED FLUSH AGAINST WALL OF STRUCTURE AS APPROVED. 2.STAIONG OF BAGS REQUIRED CHAPTER 4 OF CLEAN WATER 'O Tail O i� dPt rd N i S. MNNTANANCE ACCESS REQUIRED TO WTIN 16 OF CENTER OF BOTH STRUCTURES WITH EITHER METHOD USING(2) ANDSERSEDIMENT COIVRBOL EROSION PREVENTION d 7. FOR APPROVAL OF ALTERNATE STRUCTURES SEE SECTION 1.17. 1'X 2'WOOD STAKES OR APPROVED PLANNING,AHO DESIGN MANUAL. EQUAL PER BAG. WATER QUALITY SWALE Clean er Savim OUTFLOW CONTROL A OUTLET RIPRRAPCTION CwwViiA3MVi= REVSED 12-06 ��+��+�• STRUCTURE REVISED 11-05 ����� Detail 820 REVISED T2- DRAWING N0.700 DRAWING N0.720 D6 Owevismillowifillsailm B� �P EAr STTAIMIM AOM CHAIN RATE NDS SHALL B E A5 SMALL ENOUGH.O ALL W GME SLATE TIE BERE ENOUGH F OM At1DM ORi1R =T Ar ,S'OTjq•�7Dm PLATE AN AND G IDE TO BE ETIOY GIDE RORInCE ED SEE SR ORAeeNG ND.40O A T—� F� HDPE�aro%'BsrAeEEss ETN M C AM MM A A L I � Ashwoo OW r�iv'rw r 4 SECTION A-A Subdivision N rifl/rxw NeX yr ONFICE SMONFICE DIVA" R Ale �FaR B ALIGN KOM OF OWE b r , �E a INVERT OF P.E. PLAN _ PLAN F7 RIM aAOE 't' 30, ELOM MENTI 7 —{ —{ t 1/r EWLTOP Gum Z r '=0 rwl Nr"•"r �1 < N B 't 't GRATE rrr � � WATER QUALITYru. Mx B r .) 1 M DETAILS SECTION e-e < .0 SIeM '•O 2 1/rx 1/4'SM EDGE RAT BAR 2'1! 0 TIP.OGTE SAW(17 EA) Sr 8 SECTION A—A SECTION B—B ° TbTEs 3/16' TIP. GINE SWILL ALL PRE CAST SECTIONS SHALL CONFORM TO REOUIROIDITS OF ASTM C--47& ITTr O IC GIA.MEEPIIOES RALE ND INCLUDE BOTTOM CH STIP 2. INSTALL STRUCTRNE ON MNMIM LIF r OF 3/4•-M COMPACTED BASE MATERIAL. OWILE RATE GIBE. ONMWEL Community I PRE CAST REWORCEIE14T SHALL BE R®M MEETING ASTM A615 GRADE 80 OR IBM 2 11r•3 Design y WIRE MEETING ASTM A497 SO.EDOE MT WAR r P TO C NOTE: 4. ALL POURED U D N PCE CONCRETE SHALL HAVE A 2e DAY STRENGTH OF 3000 PS AND !l SELF TAPHK COIOEIE FOR WLTPLE OIW11E APPLICATION m SURA OF r TO 4. PLAN A�o ED E0 �1R°t ASHOWN.SPAMro D 12564 SW Main Sheet MATCH PLATE GUIDE Z PPE-CAST STRUCTURES COFONWC ToaD.aT.TYPE G-2 GTCH BASH OESHOIMIN 18101 BOLT.t-1f STANIfS4 STEEL DRADM o M WIDTH,MATERIAL Tigard,OR 97223 INLET TOP ARE AN ACCEPTABLE ALTERNATE ALL GRATE MATERIALS SHALL MEET aW.S. MANE WITH A WATER TIGHT SEAL STANDARDS AS SHOWN ON DETAL/400 E Alq GRATE SHAM WE NEW SIIeNC,URtAL/STY A-311 MINTI T STEEL.OR OR APPREWIN.. [TJ 503-941-9484 DITCH INLETPROJECTNO.: 117-001 DITCH INLET ORIFICE PLATE TYPE: AS BUILT FRAME AND GRATE C6nMw;; Savi= AND GUIDE mw><Vi61tr SeriEioes DRAWING NO. 390 REVISED 05-07 OWe.MVINIVIMMAYra DRAWING NO. 400 REVISED 12-05 �'�ie Yom. DRAWING N0.730 MTREVISED 12-05 QeeNM�MrIVd— RMEWED BY: JJK z D6 0 ).-F. SMYFH 5285 Meadows Road,State#171 Lake Oswego,OR 97035 Fax:503 684 0102 Phone:503.657.3401 DATE: 07/22/2015 REVISIONS SIGNAGE LEGEND: NO. DATE DESCRIPTION STA:4+49.13 -INSTALL REBOUNDABLE (FREWING) -- - - - -. _ - BEGIN STRIPE 0 STATOR I FRONT -, O INSTALL NEW SIGN DELINIATOR IN FRONT '• OF NEW HYDRANT SW FREWING STREET e INSTALL NEW SIGN(N)ON NEW(M) SUPPORT \RXN j REMOVE EXISTING SIGN(N) '. --------- ----------- ———— \ /RXN\ REMOVE EXISTING SIGN(N)AND(M) - � I SUPPORT -"' ' 1 'T" \ srOE gut I I 2 �T NAME \ �My REINSTALL SIGN(N)ON NEW(M)SUPPORT O J I 4 STREET NAME { 1 \ MAINTAIN AND PROTECT EXISTING SIGN(N) ND MNO10 12 2 3 \/E W) AND SUPPORT A 9;p / \ REINSTALL EXISTING SIGN ON EXISTING AS-BUILT i t i UAIE 7f�7 S 1 \RIN) SUPPORT f I 1 STOP I YL J ARFiOY® s, — - i i 4 STREET NAVE `-- I ZG' N SIGN NUMBER 5 STREET NAME J �\ STA:5+33.88 M MATERIALS,OPTIONS ARE: TRACT W I (ASH) S=STEEL IU \ ----------- ---------- ' END STRIPE LP=LAMP POST c�\l�I�N \ B=BREAKAWAY POST PER ODOT � f DETAIL 4241 83236 INSTALL TYPE III 1 ' -- - - - -- - EXISTING SIGN ORE SIDEWALK BARRICADE 1 1 E E STOP IIAR ,,\ `J 'O 7, M10\� 12 1\ s STOP MR SW ASHWOOD STREET l: J \ -- \ EXPIRES: 06-30-17 i I __ ______________ ___ STRIPING NOTES: --------- — 12 No PARKING 1 \ ____ 1. ALL STRIPING AND PAVEMENT MARKINGS SHALL I w 11 No PARKING 13 STOP% CONFORM TO THE MANUAL ON UNIFORM TRAFFIC 9 I I \ ODOT TRAFFIC NGINEERING SIGN CONTROL DEVICES AND THE CITY OF TIGARD AND 3 STREET NAMEAshwood Q I 0 lip \ h SPECIFICATIONS.ALL STRIPING SHALL BE -E°� I 8 5 STREET NAME THERMOPLASTIC. 4 \\ 2. LOCATE STOP BARS 10 BACK OF THE EXTENDED R I m I \\ FOG LINE,EDGE OF PAVEMENT,OR CURB FACE Subdivision ( I I VERIFY SIGHT DISTANCE. 1 N I 7 6 \\ 3. LOCATE CROSSWALKS AS PER WHEELCHAIR RAMP - I \ LOCATIONS OR Y BACK OF EXTENDED FOGLINE, 1 I EDGE OF PAVEMENT OR CURB FACE. [ I I \\\ \ 4. REMOVAL EX STING IS DETERMINED IN THE FIELD STRIPING AND 151 CTO BE ONSIDERED w INCIDENTAL t0 i i 9 s \\ OFF ASDIRECTID YTHIEENGINPING NEBE GROUND ENGINEER. SIGNAGE & 5. ALL PAVEMENT MARKING SHALL CONFORM TO THE v " i i \\ \ "DYRPOP ��AD BINDER CURRENT CS OF THE SPECIFICATIONSSTRIPING z SPECIFICATIONS ARE AVAILABLE FROM:ENGINEER S __ _- ( T_ I \ OF MATERIALS AND RESEARCH HWY.MATERIALS PLAN a LABORATORY 600 AIRPORT ROAD S.E.SALEM OR. Q I 97310(503)986-3100 z C y I 6. ALL THERMOPLASTIC PAVEMENT MARKING MATERIALS SHALL BE INSTALLED AS PER SECTION g DOM OF THE ODOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. i 7. IN AREAS OF GRIND AND/OR OVERLAY, CONTRACTOR SHALL REPLACE ANY AND ALL Pacific I I I I ! EXISTING STRIPING THAT IS REMOVED BY THESE Community i .E a Design 8. CITY TO INSTALL ALL SIGNS AND STOP BARS. 12 ADDITIONAL STRIPING BY OTHERS. 12564 SW Main Street Tigard,OR 97223 [T]503-941-9484 a PROJECT NO.: 117-001 0 i TYPE: AS-BUILT a REVIEWED BY: JJK b SCALE 30 0 15 30 i 1 INCH=30 FEET ssi0 i z J.T. SMITH GENERAL SMaaaN(•NOTES safiW rue c.Lx:REcalbs+nEot•wArtEi7ptxExan3ONai�EiN4MEaXaa I)CaT6ac AVslp*andmsWalspit and a resp 6W brsb"sgn brabm andobtam viky m.au.,ry irwasw.laly+w sv>aur a..xaw r. + brats brsfafedsign btzAxrs.Sysshalbe brabdperfypbalsgn bca§anaas saMnmpbns. _________ __ wuwci 526 Wce Oswe Road,Suite X171 Mimes A.sP.rua U,w_ 503684002 ` vAam asoa ar,l'-o•(wnI ` 2AP M0cmdorm b 9w Msxdm Uniform Tiafic Ca6dOL'niesadit Pfflmrerd Fa :503.840102 1 �� y Plane:503.657.3402 / r 4)Hosts-Aff** ool2bx2ix IOR9*an¢edUis MT6mspaew12gagepabebdpos6sz-- tMss.wur *Wmd esale &W be wed.Sign m*naw ad oiTnJarun sign MW*7 hdgN Md HrMX.r.a a4 Y�( - - -- -- - ANbb.r.�arxrxs Gava�v,m kno .S99aos✓s adadm shat aembWpa Tip"�mal DOW MoalRe"dpoa TM�K••s<,..w.,ac..nu...orzs.cx>t....e ,in s• •owns reNspra tz Guaee shat be Used.0mPdaraPA' Wofft DwxNY TlaOit Engines ObeaW s«ar aw�a.+.-.ateao,.�oeaw w�..mr.et...Nyw rr,aa sw Pxr iaw vws a DATE: 07/22/2015 Ea�•a�E t«�w,n,«,,zb�a,rtl,.,,yw,re„b,a•1�..c.,u...,Me.B,Ir,x A-- vo:< sHatl ee uses. 6)SIO"m bnd Ne.a. 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T 6[550( Urea if Si2et Perch Art To Be FaslerMa _ 4 TOMFa[eaMCmss-Bwds. ®eMbtlaNws•T(N1AmRsbmtl(a1)Si(N/ y�9upp«t EAS-BUILT SMibk 5.AO Ma[en•s Ab�orMlb,Lip Saatl fk In ®Berm XaYq Sip, And �i ArcnPr �:; AcmNarRewiN oXre,tsrneea saroEXtra(M)synsxpmrt J' �MO'i' DAM—7 :I(LS TYPICAL SIGN INSTALLATION - -ate TEE IN1aESEcmN APPROVED— END PPROV®END VIEW s.—T.--.— MY��=svWRos. � � d � eNa.aace uea.e<n Top a sae.Mx Ano TsvPeaE SMliLOCAT(GNS T.Basra-1°e 1`. SL=Sl�bssSW Ctbrp an StrrPtgM AJ •� i�° 'S TaP ttlXa SAaa Ororiap M StlenNX. f0 WASHINGTON COUNTY SIDEWALK BARRICADE WASHINGTON COUNTY •'�>�� DEVAaTNExr OF tAxo USE a iRAisPTAn WrRAisHvNTOoNxCT � NSTREET NAME SIGNS III,STEEL POSTS pr1,. TRANSPgRATnOM e• ENGINEEIUNG SEcrION y.y EMGDIEERIXG SERIa1 � q..y ENGINEERING SECTION PLOT STAW:OyH/tl J:we4e,L1E EFFECiNE DATE: WASH.CO.! PLOT STAMP:03/13/;4 6:OOP I(Dn.IE '�EfiEC tVE DATE: WASN.CO.s ROT SrANP:N/13/11 Sia MM EFFERNE U. WASH.CO.R �:603pbRG 3/18/2011 6030 nD:ss,ogc 3/13/14 6510 raD:6s1,.wN 3/13/14 6511 83236 7. 4:ORE ,y0 O 1 I TYPE RI-1 3oPr a�... �dI-�s +z--JI'r l- -1�r-,z�iE�R =MN.Il+a surz 1 __E� �'65(-.��I � ��.ss�•l 1T�•'6T•IbN ,E.DEGaEcAOrFE PsAYrOD PEeNNia.awt LBTxFBXioKr,Es�VEERXFleYrnseEwDiFTopnsui/EN.L E EXPIRES: 06-30-1 30"X30NOTES: 3 REQUIRED SWFREWINGST 8• SW ASH AVE L8 O © Oz 2SIDED 2SIDEDPUBLIC PUBLIC HI INTENSITY .O 1 REQUIRED SIGNO1 REQUIRED SIGNO + z-LeAwcoF ExrENDEn Faa1NE.EDaEOFP wtlExTi oea' U va• Imo•"`STM FULw°m i t 36' t 36' wo,r G.wxcaF � teFrnmurEr~vaHCArEo�Narowss�oaF TumwE �savMX- I 1,e•(rn.) rua+,Anew+ancs.noxGnrEONxowsswieE .n slw4eE,ma cxosswluXSHNEBE,ai�.P Wx>E I�.n• L Js. srMD�eToeE oerera.,Eo AVEPCNrtuNwc w,rEwa, wnenw roPAVE�NrbN«xB bnrEwN,eff atm rreaoHwsncvnuEMENrwlaomwTEsr,E zevTrEFE RVMG aErmv'®As oeEc,Eo �* SW Baw4uM DR 6" SW ASHWOOD ST 8" PERMANENT SIGNING LEGEND YEomTDBTA1L ISEnoortlowiArotavArTleMOPodr w:TAL urENXxrnN<iAmmwnrrx6.oroMrrn�ExrHE nxx sTs xmEz1Y"° 1O.tE` �t20n""`"� e.AulawAsnGPA.eta4rwaota wTBwMSWu Ashwood rrlE+uw uwEs ovEN♦mFr. PUBLIC PUBLIC O xMaPrNxsy1 '"i0 t'"'v '00 t1 ra.RMro,Asnc PwvEa•xrwwaNCMArEmw - �Ec:=icArroNS POR xAv.ccSnX:ncM. x M orEx eE�aNZEC ASPBaascmvxr000r,r,FORl:cox Rs— O4 eRXN 1Rmmo.sNt Ems'Mg'Syon nMn)w'(M/a * _�.___._v_N_s--•-I ,s If--e�EfMMINO i� /•-a' rp� �`H 2 SIDED SIGN 2 SIDED D OC FS2REQUIRED SIGNO A Vr-r• ExGY_ EFi t tz NATBiNL°MOfb_EF1t 2 REQUIREDSubdivision VW �tl T I ��tAsoRAran• ® ® e Ramw Eowgsm(NINa(M/aopPdt 1 vDwlEMvaMBe'xewrlvtAs> vTz•Nt O� b� • va« B °i�E Bl1E ENOME N HERETO HERETO ® ena-aHAus,zD,el WrmETHewretAsrX:PAVEEONr E 2O PoaJ�o"O�aXw 0 I r s E 2 woetECl10NALTYPEI A-A ER MusioerAxuHHamnrrcN FOH CORNER CORNER Rwrmtlsy+(N)oa NPW(MlswP«t _ 1°"v ELLOwMAHXEHSnrP.) wAr MexraF•n/anow atosena•r<au+ctaPwwTo STOP � W1EPoN,>K aoOi IM:TAI tREXO. IaNLNLRTY OR�-Y. pµ5epsgppNSINE-TtIIiCYY'.IE W«1-.4"Tl',ON ILW MPRWAL.AJfIWR1lAMxbYNL BiaBTNMFD faOY NNBOMGwi6SN-iErgrEt nT�ivEMPOMr-YAIEM rNEIad.IatE e3 ovER4a FT. T SO MECMBXIMAIO O MstMMAreO Ruwa Etlui6 Sgn(N)Ard SItlP«l TVPXx rElnurt[-ixErarOPtwsrX:ea AUATRa♦ ,Ec �.x:ExutEERe10. WA•rtOrascwxtt O3 OX �nnu mA-x;soE �v'-c XMM mlxu Mus wNscTXwt.<a✓slEslaswEawll+.wsr.�naa TYPE 117-1 TYPE 117.1 <o' '�i .x,zarw.asETlEso=twBnc N 12'X 1C 12"%18" _sen 4[ rraa,TRMTxs� !� �'z f4ACE 0 �r �� mt6.1� I «nswnx ca.nv rw�`rr vERsrwurro.sa cc N- NwNs ���55rN SAwnl lxxli9wan BuNvaM X:ENbEEIeIG WxEN BaiH. 12 13 M=M•cs®N,prprnAm: ,� EXbh.} s�ACE m m r1 m_ \ ` rMuavrsvw,.eBRMwNIgABTX;Mmw $IGNO SIGN O S=SbNTNrtpar ^m_'-p'--I• �- m mT I m- I q� T.ab„DFrIG 96E— T _ a �t ',. SIGNAGE NOTES STREET NAME LETTERING:4"UPPERCASE FIRST LETTER a 3" SPACE I 1-r-- �� r��E a.run rxMwcxc. R LOWERCASE ALL OTHER LETTERS _ r1 tHHu tlxuFlcsnE- z C] __ t�MNNa�.,,,aT,�lawt»IEBW«Hw.>"EGDatA: DMaDxuMN,�-.•,�aWaR �— ,,,,aWA„ETTTp rrI4AWw�>„,Hr.x.ax �-°�°N�t Z AND DETAILS Gi PREFIXES:3'UPPERCASE ___X{FC1rAer_tn+BvnTHrWImE la-,.rc,as lP tD,AE wolxlcrwEEns-w<s zrBASEI BIDdEGna`ua�seluitccTaRs.uanaxaATmMwaww Us x D tvx IHFH.ciays tstTssrNw w•Tre+•nAuotAroxE tr«E CE PEP1EcroRs c6tl1En A-A FoaEEFrnAntAlamAs. s1•scavrFOX VAvesBn MNaavG W SUFFIXES:3”UPPERCASE FIRST LETTER&2.25"LOWERCASE ALL Noxw X eEMo,EscDECa mTnLoww OTHER LETTERS ® �, OO x BEIr.Eex © m1w.•tE. Z NOTE:ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN. �7 �l _+_ N,X,FaPAvetM v AtAxE MAteMaoaBwgx�OGTNx 4• -40' -w'--1 �''� ME uaraww uxlEsa Norm d d' m m m "�'1 �-f_� anA]NM6E o H —) I— 'MMU TRNFIL SOE Y'SPACF- TwurRAFFX:anE— _ LTJ aj 8 ao1«x eEltrEHtwE-♦•vEuavtXSEwmrrEua« ♦v>laN E L -e•vEuoWa+wwretr:As6HowNa+PtNa. +♦vEuav aDwEcrXxtlN tt>EIREnscroRs. REcrmw`E rwE1rEF Ep�.rns s cirovMTrvE1r.,=aEacror.am Pacific //T� O o O R L'J U �u TRN=1C ROM Community E mac. I--s-1 J_[VARIES w Heta 4_ • m -,e•--� I -S � NN-,c TtDM wXr L� 12564 SW Main Street ""-fet oo E,NE-rW.E,F. ���w�0R eW6eERaW.EPRE�aEDwax�0 Tigard,OR 97223 Nr..r.<•wm lxrwnlrwn bonoMac,nw gun- u fft xeascEx w°OTAOED AOR"G z [-r]503-941-9484 A 9 a MNxr NArewM PE RE EED aRB. N waw D F V ISS Ms,E°P •XSroJ vAwES z tj uVWi Y ✓, SEs rs x 1 PROJECT NO.: 177-007 TYPE: AS-BUILT V Owrc- $ ♦� Mx �gz db REVIEWED BY: JJK 30 � SS2 i wE-.NErNetdl < - ♦a - w S NSI, NSy xyk.�gS rQix iN�Srs�g�e dN .xwEBE,m�wvwrE �-aNErM,xrE uxE aoxE.•WwrB UE wmA �n xM,,9t6THEW10Mw5slc PA1EVE«-MMBaG MATEa„- ,eiXSERUM°. �� �o z ASHWOOD SUBDIVISION ,.r. snlrr►� 120OCN EROSION AND SEDIMENT CONTROL PLAN 5285 Meadows Road,Suite 4171 Lake Oswego,OR 97035 Fax:503 684 0102 TL 600, TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 02 W.M. Phone:503.657.3402 CITY OF TIGARD, OREGON DATE: 04/6/2015 NARRATIVE DESCRIPTION: INSPECTION FREQUENCY: EXiSTINGCONDmONS SITE CONDITION MINIMUM FREQUENCY REVISIONS SW FREWING STREET THE SITE AREA IS MOSTLY RURAL RESIDENTIAL WITH SOME AGRICULTURAL.THE SITE 1.ACTIVE PERIOD. DAILY WHEN STORMWATER RUNOFF,INCLUDING RUNOFF NO. DATE DESCRIPTION ----- CURRENTLY HAS SINGLE FAMILY HOMES AND MULTIPLE OUTBUILDINGS. FROM SNOWMELT,IS OCCURRING.AT LEAST ONCE EVERY TWO > ----- ---- \ DEVELOPED CONDITIONS WEEKS,REGARDLESS OF WHETHER OR NOT RUNOFF IS KIS_- \ OCCURRING. \ ASHWOOD SUBDIVISION INCLUDES PUBLIC INFRASTRUCTURE FOR 12 SINGLE FAMILY 2,PRIOR TO THE SITE BECOMING INACTIVE ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL VL ` RESIDENTIAL LOTS.CONSTRUCTION TO INCLUDE STREET PAVING,51-ORM DRAIN,SANITARY, \SIS ` OR IN ANTICIPATION OF SITE MEASURES ARE IN WORKING ORDER.ANY NECESSARY = AND WATER ITILRiES. !NACCE55181LfTY- MAINTENANCE AND REPAIR MIDST 8E MADE PRIOR TO LEAVING S THE SfTE. SIL'c. 3.NUC TIVE PERIODS GREATER THAN ONCE EVERY TWO(2)WEEKS. m � \ y`\ NATURE OF CONSTRUCTION ACTIVITY 4ND ESTIMATED TIME TABLE FOURTEEN(14)CONSECUTIVE CALENDAR Gn.., DAYS. V) `---- - NG(04/0512015-04/07/2015) A ---- --- INSPECTIONS MUST OCCUR DAILY A MALSS ` GRADING(04107/2015-04/16/2015) DURING WHICH THE IF RELEVANT - -UTILITY INSTALLATION(G4/16/2015-04/30/20151 INACCESSIBLE DUE TO INCLEMENT RELEVANT AND ACCESSIBLE DISCHARGE POINT OR STREET CONSTRUCTION(04,30/2015-05/04/2015) WEATHER. _ DOWNSTREAM LOCATION. t SW ASHWOOD STREET \ FINAL STABILIZATION(05/W2015-05/0912015) HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC INSPECTOR TO DISCUSS 1 - \ TOTAL SITE AREA-3.10 ACRES EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS(SCHEDULE A.B.C.L(3)) ------ - _ TOTAL DISTURBED AREA-3.25 ACRES(INCLUDING OFFSITE ARF151 ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 CN PERMIT REQUIREMENTS. ( -'- ----- • INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 CN PERMIT REQUIREMENTS. I SITE SOIL CLASSIFICATION: RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE ANO MAKE T AVAILABLE ON REQUEST TO DEQ,AGENT,OR THE LOCAL MUNICIPALITY.DURING INACTIVE PERIODS OF GREATER THAN SEVEN(7)CONSECUTIVE CALENDAR DAYS,RETAIN THE 37A-QUATAMA LOAM,0 TO 3 PERCENT SLOPES. ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION,(SCHEDULE B.2.a) ALL FILL MATERIAL SHALL BE NATIVE SOIL OR SHALL BE IMPORTED FROM AN OFF-SITE SOURCE AS - I \ APPROVED BY THE GEOTECHNICAL ENGINEER. I ) l RECEIVING WATER BODY THE PERMITTEE 15 REQUIRED TO MEET ALL THE CONDITIONS OF THE 12000N PERMIT.THIS ESCP AND GENERAL CONDITIONS i I PROPOSED SITE WILL DRAIN FROM A DETENTION POND TO THE EXISTING STORM SYSTEM WITHIN SW HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 12000N PERMIT REQUIREMENTS.IN CASE OF DISCREPANCIES FREWING STREET. THE EXISITNG SYSTEM DRAINS TO FANNO CREEK AND ULTIMATELY THE TUALATIN OR OMISSIONS,THE 12000N PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. I MfF4{J� \ \ RIVER. 8332W BMP MATRIX FOR CONSTRUCTION PHASES 7. REFER TO DEQ GUIDANCE MANUAL FOR A 7e COMPREHENSIVE LIST OF AVAILABLE BMP'S. EXPIRES 06-30-15 u-rn rTv .-RUC 'LIZ wF_r wEAY 311 STANDARD EROSION AND SEDIMENT a° CONTROL PLAN DRAWING NOTES: ERcsl PREVENTION cCenjrr� c:A rNO �� mon sr RucTKx srABLUT°N LCxr,_nlnv a,sT1 a 1iYE W.TJFK'26CTATIM % I. AU,PEW REUSTRN115AU6TYNFMENr THEW,TARUFm WDLDt3tT AlA'ff'RFCOVIY0.6FASIIRES CB PRKiK.ES Gf5C1YYE0NTHEW 6A ,� % % MATYM OF THE PERW.iSCHEWEA&A) W 0 I. THEE:TPAIF4SUE5910MYONIMt*tMMEMYYYALRNMFK"i F01AMIPAMSITECMtt1016 WItl11GTNEt0A5TYUl'ROK PEtlM.IK&iE nror cuwcnnan PROJECT SITE THESE MFAMAS HE"M'OMPLY VATH ALL AAKA9f LOCAL.STATE,AW RDUALMSOII AW SOJNERTCONTROL REGLOTIVI&(SOIFM7.E % x \` 3. AS&bLaDTALES[PREYISL0166MT6pM,SL M ALOFTESOAEV .615OW(H09'.ASPECFXCONINTI@E.SINIMALIIFOSSAYY c � % : x Ashwood AE . T 4. RWcLu DELQADDRAGCARAR.IGTCTo THuuA,LCMIPIXNPWfK tO PRMYGD WtTAf AEK FYW&fOYIMGA SqMf(fF1CJIHTEw mNC CF��C}J+Jj A&CIL 1 s. I4ENIIFY,IWSCLAWPPDTE(r(BYFDICYLOR0R611EAIFk61OYIKALRP/AN1APf.KAa)YITETATYH4ILIBMOYRf1RT/MRHSNOA4YX3ATF7 g� cryF,�y % Subdivision ROOOGi01E5,ADYEGETATHMAMMOEPRURVED.IDENTIFY KJWATNE&TFM IOIB117WFEN THE STENO SEfGIWAREA IE-G.,AMAKS), =m MF l ��l P ESERd�DDSTTW MPARM EG-RAT�ONN*0RRAL�pORE-YEGUAMWO"TF OPEN �L�-YEC�ATEOORN AREAS MENPAJETICABLED0019 AND AFTER W"PG s,wwwwrn ca % - ORREONFOXTON.FWfY TIF TYPE OF VEGETATTRYEDACA MED.(SCNEOLLEMAJOI"A-7.Y 9114 rv�clrw�tcTwx ^% S N,y1 t. BO9OINOSiB•YIEIITCAMPOLAEA9AB MGJONG RMIETERSEIMHITCOIPIFALIYST EE RI PLACE*FORE WfF'ATONK MTLRKDAU Y6TIEAMJ! IX FACE ADAE WNMPFD, REPAIRED,ANG MW RYWPLENDMFQUMGPROMXWSESrAE39EDFCATQOiADONOFCMTRCTIOt Tvnno IXCLLOYIG PROTECTION FOR AUK SM ORO R/ixISAND CAHN IWSY6 ADAIIWATE 4WSTOWPATER MIL;JI'MOOHMS fKAR9E.47D.1 OTHER IID A&C) mxewrcarr*F,oA & ESTMD%CORERETE TRLDR AND OTFERCUETE EQR~WA9RVTARE6 ONBEGRM CQ-wTE%Wk OIC"AFAW011 ccaLTn�cTlon CnTnn,c:Cx MT VICINITY MAP 9. NRY TE?OWAND/Oj ROW SOIL gABOM YIUTMUES GSWMDLCMvm LL Www AEA6 ASG4A• wMESMSAAD FOR AL a �ncfwn % o ROADWAYS MOLDING OUSEL 111MAYS.WOULEA&CA01) % x N.T.S. to. .WA EST/9RMER.LLNOWARESTOIAGEAR05,A'OOTNFRWNVDFWAIBCWMS.6C1E91kE/JC!(7(L su�Frceewolnw.wncs N. PAKNTTPKXIG<FS®MD/TOAm PffiKQl BIMME WIGS l616G ypS5110fAS:WUSEtEOIOR?AHDfO4fSAW PNOOG AI[AS.GRAVEL ALL x Iw.4WD WMi LKAtEDDKsrR,oa USEMOOTDE WASH.TKY 1RP5 M6T E N kiA[EPRORmIN6D.511#MIG ACiMRK.60ED1U A7.D.Ln! COVE R AND A&CIINI .aC�unon rN ,fErtlo% a 1L %HM7LEUPG SAIUAIEDSOIS FPOIATIE SITE.OTHER WArtTIGRTTWOS01 MW LOADS ON 9TE AR1MMA-7.OL.9R x SHEET 0 11 USE WSTO PIPW DRAUIYI7F PIUMFATER UDVAACm MUYTANSHIXVW;*HlAf AND EQUP14M FULA.AAVTEVV,NOSTORAGP, w x x PROJECT LOCATION: PROPERTY DESCRIPTION: UTHERCLFANIIG.AIDMMITFNAEE A17MM::WWASTE HANDIM ACTRTIIE5.-HU K MANT33 NaMFvff,NYDRAI&X RNLI.AIDO,NEA OR, s uN,l uas,ltx x x % FI,y.YEhY1SNOMAONERP,ASW]lAS0FPR6.IffTOY01 PAN1i,SOLWRIS.AN5GLLF5 FKYCC4GTPA1CTW1i444TP11E.75CIiOlAF47�.1a1; cacw.wlxlr nncA x x N NORTHWEST OF THE INTERSECTION OF S.W.ASH TAX LOT 600(WASHINGTON COUNTY TAX MAP 251W 14. 1wSM9ETWR•GUIWUPM0T0AM AVE AND S.W.FREWING ST,TIGARD,OREGON. 02CA)LOCATED IN TOWNSHIP 2 SOUTH,RANGE 1 WEST. PROPER DISPOSAL PRIDEEDUR6,SPILL NIS N ALL VflKIB,EWA"IDIAMEMEW FORAKIBAN)Y,,CNE f PATTRA DfinD!TAv7 3 LATITUDE-45'25'22.4" SECTION 2,WILLAMETTE MERIDIAN,WASHINGTON STOWC00WL5,TRAINNGARDSOIOLE,AFDCOYTREDSTOMEWAS FORWAMMOkf la 60,A7.E.0o .� LONGHNDE=12246'35.3` COUNTY,OREGON. 15. 16E WATER.SOLMOGAGMOR01HEIW CONTROL 19"49 AS MOEDTO AFODYi OINIOTI.tZHIME AT"4 16. THEMKOTOi RATEOFFERTWIERS JYOTOREESTRUWVCGETATP7RWTO.LOW YAWACRIFEFS IE10M00106mMlWGENMENT R[UASESro9JFALEW4TFAS E!Ei[>&GYIFON YAOHI6wTPN:-RIlFMEF1RTUh76mIr•tIAP WA1ERPaY+4'ANW NNE-5IEEXAEA9.3E1 - SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR MANY GROUND DISTURBING ACTIVITY. 17. FASTOPMATERTREAUWSTSTEPIFORr7AkPE ELECTWCGKO.ATOk R.00CWTM,FITP.TK'N.EIC.IRlRMlb 1TORUnUP-WANT RMAL K ELFLOND,SUBMIT AN OIMTOY AND WITO AKE/LW HI CUDNG SYSTEM SQUAM.FOC."OF SMEA LKAROtOFI LR.:OCATa j ATTENTION EXCAVATORS: of°'sEIUIRK•°ISIXwrA°DPFRSIav°P^0°ESD","I°ASAw`INGRA"'"DFRtux"xl aTEaE°PEw:"G 1'E TRE°T`E"15YsTE„°eT`"""" APIROVA DROEDPOMT4GRE TRFArMG/f5Y5RA.CFFRAIEAWUAd1WMT1GTaEHi5T5TFM ACCRNF'OAWNIPARUERS SPRFKA7NNG. RATIONALE STATEMENT: 0 0U OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. (SCEMEA9A) ,& TFWORMYSTMILVESQ.SATM EMOFTIESI FT WORT HOLWKNDMIERFK6.FNEEOEO.Trk EGWk*T 1SWRO16RlFRA N6D3G1!UT w THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952.001.0090.YOU MAY OBTAIN COPIES A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS BASED ON DEQs GUIDANCE MANUAL HAS Community SOLS AAE STAFF d•lIGRW EVENOATADTMESOFMYEAR,ISCHFWEA IN OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987-IF YOU HAVE ANY QUESTIONS ABOUT THE BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN.SOME OF THE ABOVE LISTED BMPs WERE NOT 14. ATM END OF EACH W09DAYSM MOMM WMK 5rARURD 01 COVERED,OR OTHER 5W"TIE A•IDADMOMPIAKONCHAOESTO RULES,YOU MAY CONTACT THE CENTER.YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, SWA[E WATERT DR CDNVEY'ANR SYSIDAi IFAaxGm RWACEWATE%.WOREATL41211 CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR Design g BEFORE COMMENCING AN EXCAVATION.CALL 503-246-6699. 20. COW4ILKINNACT111ITESAUST AVOID ORNRNRIE EXCAVATION ARICREATWF!FRAETigAMDUOIGMT WUIIEL OC$nWA.7.A.L, THIS PROJECT BASED ON SPECIFICSITE CCNDITIONS,INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS,ACCESSIBILITY TO 21. SEWgIPDE£:EAO4E7RMPE0 SEDMEHTET(IE--PfHl430R T1Y00F 1MEAYDLE OOIM FRIICE H3GYT AY9 E0aIIFLECREAOIK.WJ00 THE SITE,AND OTHER RELATED CONDITIONS,AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN,AN A,q,Clf ACTION PLAN WILL BE SUBMITTED. 12564 SW Main Street U DEVELOPER PERMITTEE'S SITE INSPECTOR: n. � B y�u F m�E,FDUEA,TNwaIT EicKS,YDEK,EsaEm taaWGRDMDHDG.yADBDorWKWYA �K Tigard,OR 97223 IS J.T.SMITH COMPANIES INSPECTOR: SEAN FREEMAN DOLE O.C.RI INITIAL: [f]503-941-9484 5285 MEADOWS ROAD,SUITE#171 COMPANY/AGENCY: PACIFIC COMMUNITY DESIGN D. GTCHI&W!&CLEAN KORE RETENTION CAPKII+'NAS ETIIRIMEDDYrFIMPEROM SFDYEM BARES AW SF0LEAC1RAP5.4TAFLME IAAPPDE U LAKE OSWEGO,OR 97035 PHONE: 503-941-9484 SEOKNOROMDO1MCAPAOTI'WWNPM)MBYFFTf FEWWNOATC01pMOFPMk[T.ODIEDL1-0.0111PI PHONE:503-657-3420 FAX: 503-941-9485 2L WIIH174HOURS,SGIIRICNITSmYYENi TMT NA4lEFTTXE COHSRIUCROI SPE WRTERTAEDYTED rW157LATE 1IE CNYi0F1,E iIDMBR RfifAY CONTACT:JESSE NEMEC E-MAIL: Sean@pacfffc-c--ity.cam AAD WAflENr STfPSm#14XfAEOAOEIIa OIlEo6[INRTE MfiNMrKSWt I4 ngA6''W NSTIEARCLEA'v Iy OF9DNENTgWL6E TYPE: TIO.: 117-001 DESCRIPTION OF EXPERIENCE: Pt NTOn ACCW M m F O.MOTVIQSTO W#MAWSPFWUWYSOLAT 1TfK[ EA4J J) TYPE: 1200-CN Z5. PE WFMONILWA9At�SSWBITMTOAO°,SLWE160R BRA4Mlt WA13 AAfETK1T 1Lf1AL VALUYGW LYt D4YS1CfDAl4 Aq AMTF�Iy PEALP PLANNING/ENGINEERING/SURVEY FIRM: ACONSTRUCTION SITE EROSION AND POLLUTION CONTROL LEAD(CFSCL). FAUST*USED TO[tEAAJ?ElFA5ED 5eAAEFNs.ISCHABiAE A4.&MI REVIEWED BY: JJK p CESCL CERTIFIED SINCE 2011. A THE DRNESITE,MTOET.VOpMLY STASINEDUMG YECMA104ORA NAW 0114CAYER,TMOPAISRO+&,OR ONOlAFt)DDSNGIIDALL PACIFIC COMMUNITY DESIGN CONSTRUCIORACIMRSEFASEFOR30OATSORMM.19DIE if A7.F.4 - o CONTACT:JESSIE KING,PE 2•- .°E110ET91PDRN05TADYIUTON FOR TNATPUN011a,K SIZE WIFE COMSTP1tTOR AT1NiiE5 ELCEF411 to OAFS fRIWE,WINk(OERtiGa PHONE:503'941-9484 EDMSMWAOATAOMLOOSESIR4W;ORANAW"TECMEWOFOApOSTMWIWXWMRE MBONTHATPW NOFTKS:TE FAX:503-941-9485 6CTBAAl TIONDR.If1 E 1 2D. PROM[PER1utE1 BOS1OfC0PTDt WARMOV ALL DWSEDNEAS.DO WTKWVETDAPOR.VIT YDAENFCORROL PRACTICES URE PfKWIT 7M AIM 0 ��mx[ W MA� 611E�SS RKIGCERSoCOE�NTTHH LIXx EAIIPDENTS.WWOORLYEY DSAWff pkTOl7WlER16LST�AAADWA c,%OJI C n SEOYYXT RETANED BY TFAPWRf BAIPS.OUEIMILE A7.LY42)AW A.D.GYO i i LEGEND EASEMENT LINES J.T. SMITH -- EXISTING RIGHT-OF-WAY EXISTING CENTERLINE 5285 Meadows Road,Suite#171 EXISTING PROPERTY LINE Lake Oswego,OR 97035 EXISTING BOUNDARY LINE F-:503 684 0102 Phone:503.657.3402 EXISTING SIDEWALK I TAX MAP: I TAX MAP: I i ;�3' 1 VILLAGE I ---- Jn: ---- EX 2 FOOT CONTOURS 25 1 02CA 28 1 02CA 261 MAP: I TAX MAP: GLEN II — —32D—— EX 10-FOOT CONTOURS I TAX LOT I TAX LOT: ` 28 1 02CA 28 1 02CA l \ I •"^ EXSANITARY SEWER DATE: 0416=15 TAX LOT: I TAX LOT: 245 I 201 I 700 I 800 \: ;\ I ----X -- EX STORM DRAIN WATER LINE REVISIONS EXISTING 8' _\ -� __ __.__—__- _._.___._.. ______�`-- —'"-- "---' EX GAS LINE NO. DATE DESCRIPTION SANITARY ' �Xa '� ='�'. �'--� - fic----~�J•V \.___ _-----'� EX BURIED POWER LINE SW FREWING STREET ` � �f EXISTING Ir _.--ror, _.__ _� - .. ,. - _ — _ _ _ EX OVERHEAD POWER LINE STORM EX CABLE TV .— 8 5 �`° 4� _ _ _ _ Y>iTj—__. EX TELEPHONE(LINE .. .2---'�_ _..__—.� --__—. k< ?T_•__ -..u.0 em -d...__ - - -. - --� __'_ +o, 2 -- - „n., HOLE 8 �Y ' EXISTING FENCE } ---20--- � \ IX SANITARY MAN u EX SANITARY CLEANOUT — XX XX XX X{E f EXISTING 8' AX_'Rf�e \ 't (i,9 EX STORM MANHOLE f WATERLINE 1-`C{�` \\ ,\ 0 EX AREA DRAIN x - ,-I-. t 1 TAX MAP:28 1 02CA x - a = -`-I :2q3 TAX MAP: EX CURB INLET 281 02Dy 4 EX STORM CLEANOUT TAX LOT:500 1-'. I 1 ` TAX.LOT:100 �t .tt\ V E%FIRE HYDRANT I EXISTING GRAVEL 1 - ' \•`' EXISTING 12" y E%WATER METER 2 �y DRIVEWAY EX WATER VALVE TO BE REMOVED f' Y,r `y WATERLINE ny EX BLOW-OFF f4 ♦. DRAINAGE DIRECTION INLET PROTECTION —XX— SEDIMENT FENCE C I—jTIGNGRAVEL CONSTRUTAX MAP: ENTRANCE EXISTING STRUCTURE 28 1 02CA v' S 211 TAX LOT: �`-"_, EXISTING STRUCTURE �..—t l_f� -r.-% , �1 Y { .1 4 f ,.L•� 200 1 1 �, PRE-CONSTRUCTION,CLEARING, _ EXISTING STRUCTURE , r AND DEMOLITION NOTES: TO BE DEMOLISHED - / IXX 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERNIETER SEDIMENT \��a01 NE• CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE IN \ ` 8323$P PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR EXISTING STRICTURE TO BE DEMOLISHED TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. ORE 7. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, EXISTING 8" BERMS CONSTRUCTED OUT OF MULCH,CHIPPINGS,OR OTHER1E 4 I { \ SANITARY SUITABLE MATERIAL,STRAW WATTLES,OR OTHER APPROVED EXPIRES: 06-30-15 r/ TAX MAP:28 1 02CA l 5 SAMA �R . 'EXISTING 12' 1 I TAX LOT:600 s STORM i �_ `~ 1 k \\ 3. WE STIAVNDS,AND PARIANRCES LPROTECTION UDING,BUT AREAS SHALL BE CT LIMITED TO, LEARLY F ` EXISTING 8-r XX XX XX /7(X ' I 1 I SANITARY t% \ �. \ _` s -_ DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK r l I , FENCING INA MANNER THAT IS CLEARLY VISIBLE TO ANYONE E THE /- �\, AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE / { 1 /' / #7,g---- 4TAX MAP: CONSTRUCTION BARRIER. 2S I 02CA EX.10.OD I -'.{ I / `� >- `� TAX LOT: A. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING PUBLIC STORM fit I-- :Y \� \ Ashwood 1 j / ; QA l: zT14 OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE SANITARY EASEMENT /� PROJECT.ADDITIONAL MEASURES INCLUDING,BUT NOT LOFTED TO, STREET SWEEPING,AND VACUUMING,MAY BE REQUIRED TO INSURE EXISTING FENCE 't t THAT ALL PAVED AREAS ARE KEPT CLEW FOR THE DURATION OF THE TO BE REMOVED �`. }1 Ott_ \ PROJECT. Subdivision V 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN MACE AND •E ' o /i f FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION 0 TAX MAP: ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: 2S 102CA SLOPE DRAINS(WITH OUTLET PROTECTION),CHECK DAMS,SURFACE TAX LOT: I I ,II j j / r r -'•� `` �t \tROUGHENING,AND BANK STABILIZATION. 2717 €XISTING GRAVEL s Y \ 8 - 1 EXISTING RETAINING WALL k \ EC&GRADING NOTES EXISTING TO k"IN CONDITIONS & J 4 �; INSTALLSEDIMENTCONTROL. USE SEDIMENT j 1 o � i I1 O FENCE PER DETAIL,SHEET EC4. IXX NSTALL CONCRETE TRUCK WASHOUT PER wB KM 1i•I _ BARNIJ TAX MAP: - Yo=, O DETAIL,SHEETEC4. BECAUTIOUSTONOTPARDEMOLITION PLAN {. I PARK 28102CA �t OVERFILL. 3 p I. I TAX LOT: �T \ a I I I I 1400 } O PROPOSED STAGING/STORAGE AREA.ALL TAX MAP: TAX MAP: \ �- 3 STAGING AND STORAGE AREAS MUST BE ROCKED 7 I 2S 4 02CA 28 1 02CA l.\ .,Q� WITH CLEAN ROCK SUFFICIENT TO PREVENT Z EXISTING 8• TAX LOT: I TAX LOT: =£t� \ O' I Q I WATERLINE I 1501 1500 \ \ EROSION. m �;. 1 PROPOSED SOIL STOCKPILE LOCATION. Pacific I Community INSTALL tETl STOCKPILE PER DETAIL,SHEET NT FENCE ETEC4.ELY AROUND N w O PROPOSED CONSTRUCTION ENTRANCE PER Design o DETAIL,SHEET EC4. a ®EXISTING AREA DRAIN.PROVIDE EROSION 12564 SW Main Street PROTECTION PER DETAIL,SHEET EC4. Tigard,OR 97223 [TI 503-941-9484 U PROJECT NO.: 117-001 TYPE: 1200.rN REVIEWED BY: "K .3 2 0 SCALE o D 30 EC2 1 IN=30 FT Z I.-r. Sl.\I,IT;Hl 5285 Meadows Road,Suite#171 DISCHARGE TO EXISTING Lake Oswego,OR 97035 ---------- STORM SYSTEM Fax:5036840102 SW FREWING STREET LEGEND Phone:503.657.3402 8 U11 04 -FT CONTOUR 5 EX 2 _�c EX 10-FT CONTOUR DATE: 041612015 _324- FG 2-FT CONTOUR XX ----------- fir. _320- 110-17 CONTOUR REVISIONS NO. DATE DESCRIPTION ------ GRADING LIMBS )0(- SEDIMENT FENCE (TYP) INLET PROTECTION FLOW DIRECTION ti- 1 9 EC&GRADING NOTES j INSTALL SEDIMENT CONTROL.USE SEDIMENT FENCE PER DETAIL,SHEET EC4. mp is:ill ill ill ill 9 INSTALL CONCRETE TRUCK WASHOUT PER DETAIL,SHEET EC4. BE CAUTIOUS TO NOT 4 OVERFILL. V @)PROPOSED STAGING/STORAGE AREA. ALL STAGING AND STORAGE AREAS MUST BE ROCKED SIN ASHWI STREET WITH CLEAN ROCK SUFFICIENT TO PREVENT S, -0 EROSION.MAINTAIN AN ACCESSIBLE SPILL KIT IN I STAGING AND STORAGE All 11 M X Nj"or PROPOSED SOIL STOCKPILE LOCATION. -- . _,P'.iINSTALL SEDIMENT FENCE COMPLETELY AROUND - -------- STOCKPILE PER DETAIL,SHEET EC4. PROPOSED CONSTRUCTION ENTRANCE PER (TYP DETAIL,SHEET EC4. 832 > EXISTING AREA DRAIN. PROVIDE EROSION ORE PROTECTION PER DETAII,SHEET EC4. yo I PROPOSED CURB INLET. PROVIDE EROSION E J. PROTECTION PER DETAIL.SHEET EC4. EXPIRES: 06-315-15 CONSTRUCT 7 WIDE x 9 LONG x IST THICK ca CLASS 50 RIP-RAP OUTFALL PROTECTION PER k DETAIL,SHUT EC4. **THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME"DRY WEATHER"CONSTRUCTION. 'WET 2.30 WEATHER"CONSTRUCTION MEASURES NEED TO BE I APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. Ashwood SSSS , GENERAL NOTES: Subdivision 4, 1. ALL STRUCTURAL FILL SHALL EXTEND A MINIMUM Of 3-FEET BEYOND THE FILL AREA. WET WEATHER BMP IMPLEMENTATION: PEE" ENTATION: i. STRAW MULCH TO BE PLACED 014 ALL DISTURBED AREAS DURING PERIODS OF INACTIVITY.STRAW MOST BE BLOWN IN PLACE OR TACKIFIED. 2. STOCKPILES ARE TO BE COVERED IN PLASTIC SHEETING. EROSION AND SEDIMENT CONTROL GRADING STREET _Y EROSION GRADING,STREET AND UTILITY EROSION AND SEEDING DATES: EROSION AND MENTATION: AND SEDIMENT CONSTRUCTION NOTES: l < BMP IMPLESEDIMENT CONSTRUCTION NOTES(CSEDIMENT 1. ALL BASE FSC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT 1, SEED USED FOR TEMPORARY Or,PERMANENT SEEDING SHALL BE COMPOSED OF THE FOLLOWING II. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A PERMANENT SEEDING-PERFORM THIS SEEDING DURING THE PERMANENT SEEDING DATES CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE IN PLACE, MIXTURE,UNLESS OTHERWISE AUTHORIZED: LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM SHOWN BELOW,IF WORK DONE WITHIN THE SEEDING DATES DOES NOT PROVIDE CONTROL PLAN FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO A.DWARF GRASS AIX(MIN.100 LB,IAC.) WATER SYSTEM,IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED COVERAGE,RE-SEED AS DIRECTED.THE DATES FOR PERMANENT,WILDFLOWER,PLANT, COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 1,DWARF PERENNIAL RYEGRASS III BY WEIGHT) GREATER 50 THAN FROM ANY DISCHARGE POINT,SECONDARY MEASURES SUCH AS WATER QUALITY-WETLAND.LAWN,AND NATIVE PLANT SEEDING ARE AS FOLLOWS: rn 2.CREEPING RED FESCUE(20%BY WEIGHT) BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED.THE WASH-OUT SHALL 2. ALL SEDIMENT BARRIERS(TO BE INSTALLED AFTER GRADING I'SHALL BE RE LOCATED Will SIX FEET OF TRUCK ACCESS AND HE CLEANED WHEN IT 1. WEST OF THE CASCADES-MARCH 1 THROUGH MAY IS AND SEPTEMBER I THROUGH INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS 2. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF REACHES 50%OF THE CAPACITY. OCTOBER 31.IF NEW LAWN AREAS ARE REGULARLY WATERED,THEY CAN BE SEEDED tj SHOWN ON THESE PLANS. PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. 1 2. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED FROM MARCH I THROUGH NOVEMBER 15 3. LONG TERM SLOPE STABILIZATION MEASURES"INCLUDING MATTING"SHALL BE 3. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL STRAW TO THE.TORN WATER SYSTEM.SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN 2. 1 OF THE CASCADES-OCTOBER I THROUGH FEBRUARY 1.IF NEW LAWN AREAS 6 IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. MULCHING. THE TRASH ARE REGULARLY WATERED.THEY CAN BE SEEDED FROM MARCH I THROUGH < Pacific OCTOBER 31. A. THE STORM WATER SWALES SHALL BE CONSTRUCTED AND LANDSCAPED OR 4, STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO Comminity HAVE SEEDING ESTABLISHED PRIOR TO THE STOW WATER SYSTEM CONFIGURATION.DURING'WET WEATHER'PERIODS,STOCKPILES SHALL BE COVERED WITH THF STORM WATER SYSTEM. 3. ATTLAND,kSTATEWIDE) SEPTEMBER I THROUGH OCTOBER 31 AND MARCH 1 FUNCTIDIIING AND SITE PAVING. PLASTIC SHEETING.SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE, THROUGH APRIL 30.PERMANENT SEEDING OUTSIDE THE THESE DATES REQUIRES 14. USE BMPs SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT WRITTEN AUTHORIZATION FROM.APPROVAL To SEED OUTSIDE THESE DATES WILL i Design 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAYING 5. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES RUN-OFF FROM REACHING DISCHARGE POINTS. ONLY BE GIVEN WHEN PHYSICAL COMPLETION OF PROJECT WORK 15 IMMINENT AND -- ACTIVITIES. INCLUDING THE APPLICATION OF PLASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED ENVIRONMENTAL CONDITIONS ARE CONDUCIVE TO SATISFACTORY GROWTH.FOR 12564 SW Main Sfreet MEASURES. 15, COVER CATCH BASINS,MANHOLES,AND OTHER DISCHARGE POINTS WHEN PERMANENT SEEDING DONE OUTSIDE THE SEEDING DATES,ENSURE THAT THElG Tigal OR 97223 6. SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY(30)DAYS OR APPLYING SEAL COAT,TACK COAT,ETC.TO PREVENT INTRODUCING THESE COVERAGE OF LIVE PLANTS IS ACHIEVED NO LATER THAN THREE WEEKS INTO THE MORE,THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING 6. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MATERIALS TO THE STORM WATER SYSTEM. NEXT PERMANENT SEEDING PERIOD.IF THIS COVERAGE IS NOT ACHIEVED,RE-SEED IT]503-941-9484 VEGETATION OR A HEAVY MULCH LAYER,TEMPORARY SEEDING,OR OTHER MAINTAINED FOR THE DURATION OF THE PROJECT,ADDITIONAL MEASURES INCLUDING,BUT AND RE-FERTILIZE AREAS OF INSUFFICIENT COVERASE ACCORDING TO THE METHOD.(SCH A.Ill NOT LIMITED TO,TIRE WASHES.STREET SWEEPING,AND VACUUMING MAY BE BE REQUIRED TO PERMANENT SEEDING REQUIREMENTS,AT NO ADDITIONAL COST. PROJECT NO.: 117-001 o Ill THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.TIRE 1200-CN 7. SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN(15)DAYS OR MORE WASH IS REQUIRED. CD ON ANY SIGNIFICANT PORTION OF A CONSTRUCTION SITE,TEMPORARY REVIEWED BY: JJK .0 3: STABILIZATION IS REQUIRED FOR THAI PORTION OF THE SITE WITH STRAW, 7. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF o COMPOST.OR OTHER TACKIFIED COVERING THAT WILL PREVENT SOIL OR APPROVED INLET PROTECTION MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE WIND EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE.(SCH REGULARLY INSPECTED AND MAINTAINED AS NEEDED. A.g.b.) SCALE B. SATURATED MATERIALS THAT ARE HAULED OFII MUST BE TRANSPORTED IN WATER-TIGHT 0 30 so TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 1 IN=30 FT EC3 ),T. SM1;f;H 5285 Meadows Road,Suite 11171 Lake Oswego,OR 97035 Fax:503 684 0102 FOR ITXinIO?I+r0F6ON S- Phone:503.657.3402 MAr E u4n sm WIN c4 OI9cN CRirR•s:E R W/unln III Na W/ C-.P,ER<C°C�1��NAT:RPIM91G or DE`[1MMM 5E,,—ES ERGs DN P;e+ETTIgN FENCE TO ASSI.RF SO i5 iA"I' E FILTER FABRI� AN_SEDME+T CCN'ROL FENCE LD \ PuvRNs'Avn nFSlcn NFAx:r.� Qom*=IL '¢•'_ :c.: '''� 1 1 ROI= d` .,.. :�•'•.e'�:c'. � ® DATE: OM62015 REVISIONS amu-2Y MN. :''A .: �y INTERLOCKED NO. DATE DESCRIPTION • A •'"" .x� 'K"<'POST; J� /I �A( ClFN1 PT P.IA'DR T-6'CLFNi RDCK/ FN^ '�ICcf- fN0 ATTACYi PLAN VIE.` 60" AREA DRAIN OT SFAVS. Sl9GaOE REMFORCEYEni p19, ceOrzxrE=.As REcuREo � CATCH BASIN 6'W4. -iIrT STITCUFri.E2R'S T u-RN.FCR swag FAu:r Aso ow Ex RE4CE+TVL „t.w u•��e. -,; -� OVER -I- RDW 2'POSTS NOTES: DO—A or 11_m FAoelc s• �— Y 9=OR FIM L-G:ADE M. / ENTRA<a ON r CURD RARP ! - - 2 µ•l',1I.r=NF CR STEEL — J _ FEnCE v 5 FLOW —N 0 W NST. CN i9 PA1•EVT L\v PMT -F -C£-i-FLIER 1'N ti MUST RE--AM DITCH INLET �PROFILE P AN MEW _ '- n - •- Or-^+I_no a.O NTS NO F5: 9YtPER IiN-IRQ O'C_Cf SLd`E F F-RV+C 5-l:i.6E WlN•!I[D N C'ONdTKI+,H.T M1 ME.n.r TWCKIIW M FLOrInG OF 1 I 6.. «b"w PLASTIC SHEETING SEDww N PUPJC F.aR^f-'AAV NS MAY REQNURE TO+DPESS WAN ANO/OP C1A+ v t� V '?r FILTER FABRIC MATERIAL �� all YFASU:Es 'SED _rRAP.,mrEnT. a 4 .36"VIDE ROL-S 1. ADDITIONAL MEASURES EXIST BE z ATEN ssMn,a«Ic -v.l K dFAl,.-0 PRIOR m r.sNI E o11 Ri CI NwF_o- w+• t 4;� (XMISIOOED OtPENOWO ON SOIL TYPES, 3. NtIFA +INC -REGA�E3,11 SIML_!R UCIQ W M A.FA STAR I ITiri WRN CII -O-- T-AT DRMNS Nri A4 ATT'P` SiI TRAP OII S_DIA:NI RASH - 'A,<ERF RI OFT=-Wr LNG'd0 ND«LAt1EN WTER K f A4G TF SrE IV^•E DONSTRucnal 1� .1 `� � '� �'�. 1 F;; 2. 1310, TER BAGS 9fOLL0 BE NOTES: ENTR•c NFx I&I"xx swa,.eE—„MENTED 10:w_Rr Rv.w nlmxa!AN Aw:OVE7 .- 1 STAMM WHERE APPLICABLE USING 1 MNIMUM '2”OVERLAP CF Al_SFAMS RFQUIP::G. FxrzREI^ •STEM. 2.DAIRirr RFOUIREU B TOE OF'-TCCK PILE. I t$1 1�a2< 3.COV-=FIND MNNTANO TINT Y IN PLACE I� , I I I I APPROVED EW AL PER BAG. 3Y JSING SlVD3AG5 OR-,ES GN RCI'F.S W,1i A 20'_ONO✓Tf 20'—Ir DF iP DF 14*—.1—m;XC FOR F-RT4R NTDRAU.4q, fi'MAYIMUM`_a'AC I:G PoR RARER NFWIATON CF.,WIERcw. 01 DES+l QOTERIA sr, 3. MEN USING 30•BIO-BAG'S. TO ON DEEM GeI M 3w VAXIMLM "0'GRIL SPACING N All DIHLi:IR;NS. �0' ,M:Ri 20'MDE 3-6'C:U f K. FOR FURR#F—TC', MA--R A O _A4 F CE *kXR PROTECT A CATCH BASIN YOU MUST Gyy1EA 4 OF MEAN.A1E11 GP+EP.M'+C AUC-ORT'Wr NEC,w=CEvIEX I F I:Ax+M.r7 ON DE9EN CIO 1DaA SEE FRONT VIEW SFA%w5 E!rtLMC1 P ITITM1PREVEWININ PREYEN-s 13-a Pui"P w. OIAPTER 4 OF CLEAN II me s-D+v——0 - HAVE 4 BAGS AND THEY SHALL BE >io nmoN� 9FA11K6 M"RPFYENT,ON is PAM LANK.:+t_C_9: -N— OVERLAPPED BY 8'. WAL AFD IEmQIT CpitR0. RL MNND AND DINI N MAMMIL PLANNING ANO 0E51P1 MANUAL INLET PROTECTION PLACONSTRUCTION ENTRANCE PLASTIC SHEETING CSeanVl er Serv;ces Ck..'A teE�StmviLes SEDIMENT FENCE (heanVlA�er Services TYPE 4 C7wDSavi- 0., E,v ee..lb..,i.a«r. REUSED 12-DO ORAWNIG N0.913 IR\®12-00 DR.A'MNG NO.810 RtA 20 I/-'M lhtail Draw 855 REVISED 12-06 UHAYKNG NU.8T5 C> 2 EACH DUMP STRAP EXPANSION RESTRAINT (114NYLON ROPE,2' FLAT WASHERS) DUMP STRAP--� 1' EBAR FOR ROM I INLET .� Ashwood REMOVAL FROM - PL - SIGN ` BAG DETAIL ------ I---10.0' DUMP STRAP '� Subdivision SE.TSII N�' -\ I 4 J!1 I 5.0 WASH OUT 4.D• 1�>F( �Itl -✓ 5.0' CURB 12 mi= l CONCRETE WASHOUT NOTES: DEPTH r2.0 < - - % '- SIGN SHALL BE CLEARLY MARKED _ 'CONCRETE WASHOUT AREA'INA DETAILS GTFF*p; Y aF VISIBLE LOCATIaJ PLAN VIEW 1 CONCRETE WASHOUT STATION REGULAR FLOW ONLY w NIS `.I•`.Y7(1.., C4 NOT TO SCALE'w DO NOT USE HIGH FLOW INSERT BAGS. 4 REA DRAIN INSERT BAG 3 1 NOT TO SCALE + 'InP TOP OF BACK OF CURD SLOPE Pacific FACE OF CEIRR PLAN v ux wzEA i:MA•.'o caaAiT,wx6'Es PA' Community W �-c� ..._ PE4IE,]ICtil4h io SFiE PROFILE \j_� � arTc�rrLer CUT OR Fu - - • U 0 - 90K 12SOR in Street c 223 NOTE: `t -i�'� PLAN PA' TOE OFTigard, �j 1.END EIM-S ONLY REQUIRED WHEN *F+I + \- �'\ \ I SIO \` [TI 503-941-9484 DISCMSRGINO SEDIMENT LADER WATER. STAKING OF BAGS REQUIRED `!+MEEwTI CMIERN bEE rzRiRs T. +.nAx i4A-EP. \� �'">\ I - • H/212'MIN. U WITH ERT4ER METHOD 0SNG(2) REEF-E6 ERDSOK G:E1EM!ON QEF£<_]IXYSIDII PREJEN-Fyl -� _ _ _ . 1'x 2,WOOD STAKE OR APPROVED Sp]alEli-CCNriC_ PROJECT NO.: 117-001 =I:NNw FNP DEsr,-v u.w,u Aro sEDIRENr cONrt!oL EQUAL PER W. RxlNxc A+D_E54I1 uNAN_ .�\ FRONT TYPE: 1200-CN w 3 RIP RAP QCaRWa6CrSCri Ices SURFACE ROUGHENING C�canVJater SCTVIT G$ CURB INLET 4REA BOIkIWRY REVIEWED BY: JJK OUTLET PROTECTI9N CAT TRACKING SIDE Detail Crowing820 RENSEO 12- ORANINC NO,630 IEM6<�12-00 E•``r.rxwluam. H ENSURE THAT NO GAPS EXIST BETWEEN 112 BAG OVERLAP OF OPENING.AG5 AND ENSURE THAT BAG OVERLAP Of OPENING.S EX15T BETWEEN BAGS AND ���� — 2 CURB INLET PROTECTION 3 DITCH INLET PROTECTION _CUT/FILL SLOPE DETAILEC4 If:C NOT TO SCALE C4 NOT TO SCALE C4 z PLANTING LEGEND NOTES: STATEMENT: GENERAL NOTES:LANDSCAPE PUN STREET TREES _ L KAREN - I 5�1111'I1 -_SYMBOL CODE QTY. COMMON NNE I BRWd rMme: Sue Ona Dewipoon L PAYERS UNDER STREET TREES TO BE SEEDED WITH GRAS SEED SUPREME MIX(LAWN). REQUIREMENTS MENTS IN SD,ATTEST THAT I1 O TREE CANARD URBAN FORESTRY ALL UAL.OF 1 THECITIES PRIOR CONSTALL RUCTION.IFY HE CO TRAAND UTILITY LL DETERMINECOMPANIES I THE FI N$THE ALL � ... R1QUP@BfIS IN SECTION 10,PART 2 a:TIE nGARO URBAN FORESTRY HAUUL. UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL DETERMINE IN THE FIEND THE ACTUAL LAWN(�) LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. 7 KAREN E.IAMOORD5285 hUndows Road,Suite$171 PRO-TIM los(SUPREME Mn0 GRASS SEED BY xD®5 AND noPLVE�,LTD. REGI F„I ,�,,�I�#35y THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. Lake Oswego,OR 97035 RATE:8 LOWL000 SQUARE NET c,PR 2. THE CONTRACTOR'TiALL EXAMINE FINISH SURFACE,GRADES,TOPSOIL QUALITY AND DOTH.DO NOT Fax:503 6810102 - Y'"' 7 TLLLOW'WDOD f 06* Us kK*jd(W:r CA,BBB START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.VERIFY LIMITS OF 2 A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR AUL STREET TREE , i Phoiv:503.657.3402 WORK BEFORE STARTING. -_-,-( J�{ � LAWN AREAS 3. CONTRACTOR TD REPOP.T ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH GR 3 GOIN DENRAIN TREE I KoaRaH p,1nkWao:2'CaL,BBB I ROUT BARRIERS SIMLL BE INSTALLED ACCORDING TO MANUFACTWFS SPEIIncATKNE WHEN A .. PLANS TO ODR. TREE 15 PLANTED 5 FEET OF ANY HARD SURFACE PAVING OR UTILITY 800.SEE DETAIL 4 AND 4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BART(MULCH BED,UNLESS NOTED OTHERWISE. DETAIL 5 SIFT LL03 5. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18"FROM OUTER EDGE OF PLANT MATERIAL 4 ALL RANTER SIRUPS-ARD AREAS of POTENTIAL SOIL COMPACTION,LIMITING TREE(itOlYTtI IF BRANCHING.WHERE GROUND-COVER OCCURS,PLANT TO LIMITS OF AREA AS SHOWN. DATE: 03106=15 KA 31 IUTSURA TRtt!Cao&*Eum japorow:Y CaL,BUT sou CONDInaN OCCURS BACKHOE TURNING SHARD LIE USED TO LOOSEN THE SOIL 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING,TO PROVIDE A REVISIONS 5.BAO010E TURING:REMOVE ANY LAYERS OF GOOD TOPSOIL,SPREAD 3-Y'OF ORGANICS SMOOTH AND CONTINUAL SURFACE,FREE OF IRREGULARITIES(SUMPS OR DEPRESSIONS)B. (HRBHIGNIN COMPOST)OR ESS(EXPANDED SwiE/GILCRE PAY)AMENDMENT OVER THE AREA EXTRAK£OLUS MATERIAL OR DEBRIS. PRIOR TO TURNING THE SOIL MAINTAIN A SAFE DISTANCE IROM PAVING,51DRYALI6,AND NO. DATE DESCRIPTION sTRLD'rUAES,LI5E BADDNOE To TURN SOIL TO 36 DEPTH.BRLAK SOIL INTO LARGE PEGS AND B. QUANTITIES SHOWN ARE INTENDED TO ASSISI CONTRACTOR IN EVALUATING THE[P.OWN TAKE-OFFS B,R2 S.F. IAT'/N(SEEDED) LOOSELY IMCORPORATE THE SOIL AMENDMENT.MAINTAIN A SLOPE O COMPACTED SOILAT THE AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIAL S.THE PRO-TIME 309(SUPREME MOO GRASS SEED BY HOBBS AND HOPKQ6,LTD. EDGE OF PAVING 90 AS NOT TO UNDERMINE THE PAVING SUB-BASE.PUNA TURNING MAY BE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BIO QUANTITIES AS REQUIRED BY THE PLANS AND RATE:B LWIODO SQUARE FEET. NECESSARY ALONG TI GAGE OF PAVING AND AT WALLS,00 NOT TIL TO A DEPTH GREATER THAN SPECIFICATIONS.IF THERE TS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG THE 801TOM OF FOOTING nFrER TURNING RE-SP'RED TOPSOIL AND 3a"OF YARD WASTE ORGANIC AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN,THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN AMENDMENT OVER THE SURFACE AND IHiRLY TILL TO BREAK THE SOIL TEXTURE SUITABLE TO MME GRADE. 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN,CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR.EXISTING VEGETATION TO REMAIN SFW L BE PROTECTED AS DIRECTED BY THE ODR. I I.WHFRE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTLITIES OR CROWD EXISTING TREES,NOTIFY ODR TO ADJUST TREE LOCATIONS. 12.LANDS(APE MAINTENANCE PERIOD BEGINS UIMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES,SHRUBS,LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, \ I WHICHE'ER;S LONGER. _ 13.REMOVE E)M7,AG WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL - ANALYSIS FROM THE SITE. 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN:ONE PART FINE GRADE - -- --- - .-- - ---- CaNiP05T TO ONE PART TOPSOIL BY VOLUME,BONE MEAL PER MANUFACTURES RECOMMENDATION, SW-FREWING STREETP3 STIW TIRE HYDRANT ANO SLOW RELEASEE FEWnUZFR PER MANUFACTURERS RECOMMENDATION. --------- - -'"-` "� 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.PLANT SUBSTITUTIONS W11140UT PRIOR wRETTEN OVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATI - ;_\\ EJECTED BYPTHE LANDSCAPE ARCHITECT AT NO COST TO THE OWNERTHESE ITEMSSM 14BE 8E REQUIREC TO TERIALS THAT ARE IN COMPLIANCE WITH THE 17.ALL PLANT MATERREPLACED WITH PLANTIALS SHALL NURSERY AGROWN WITH HEALTHY ROOT SYSTEMS AND FULL WINGS. Gl S TER BRANCHING,DISEASE AND INSECT FREE AND WITHOUT DEFECTS RICH AS SUN SCALD,ABRASIONS, P ': \ INA)RIES AND DISFIGUREMENT. i• _____--_, I -I \ _ �\ ]g.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED.THE LANDSCAPE x I I I I I \ \ ARCHITECT I$NOT RESPONSIBLE FOR SU&STANDARD RESLN.TS CAUSED BY REDUCTION TN SIZE i I I I LOT 1 I i LOT 2 I i LOT 3 I \ AND/OR QUANTITY OF PLANT MATERIALS. I I I I I nn SF I 7S1S SF J I 7515 5E I ;\ E La C'Karen nkfor x 11 ( I I I ( \ OREGON "A pE X-_-~ I I I I I \ \ \ A ROOT RMTM. $MEET UME I I \ W U.04 CT A--\ C TRAI I I unoPNSDETARLSA"D 30M Sr L---------I -----I •\ E \ n I I \ Ashwood a I L SWALE"A"1 II; i y� \ Subdivision 4 I 604 SF Q I SEE SHEET LI.02 l t I \_N� - _ - _- - - 0 \\ O I NTIOURIGATKIONWRVHETAT®METER SIV �`. ;I U M /s M M U ?J \ O i SFE[NII OIIAVVIIKS LOT 12 7541 SF J ------------- - ----- ------ --- - -------_--- '—_ I ! ( IRRIGAT'KW RgYE _ 1 I I I 1 ___-- I r-_— __—, I \ \ PAULA $TRIP TYPICAL I I 11 J I I I I \ \ TREE CANOPY I- AMA OFlAl_SOIL v I COMPACTION SEE NOTES I I I I I I I I \ \\ SITE PIAN H I ,AND 5THIS SHEET. I I LOT 8 I 1 \ I II I I 75M SF 1 J I I I I \ \ "GROW STRAIGHT TREE TIES 8 I LOT 11 I I I i I I LOT 7 1 1 1 LOT 6 i LOT 4 \\ __ GALV STEEL WIRE;LOOSE I I I I------ jg I J 7591 SF ( •\ •, TO ALLOW 4"OF MOVEMENT i 7541 SF I ------ I 7500 SF \ IN ALL DIRECTIONS I I I ______� I L-_________-� \ :.ti FINISH GRADE o _—_—_—_------- I I LOT 9 I I I ----------- MULCH AS SPECIFIED—, CUT AND REMOVE TWINE, 7503 SF ( I 1 I I I r -\ KEEP MULCH CLEAR �- o I I I BURLAP,AND WIRE BASKET I I I I \ \ OF TRUNK BASE u I I I 1 Ye IRRIGATION METER I I I I I \ \ FROM TOP AND SIDES OF j LOT F° "AT"DOUBLE DETAIL S SET OUTSIDE ROOTBALL 1 I I I I LOT 5 \\ —� ROOTBALL. Community i I VI I SHEET D3. II I I I I 75M SF \ \ ON WINDWARD AXIS T UNDER FIRST LIMBS OR 5' Design ---SEFOvaDuwlNraWHICH EVER IS LOWEST.( ERONEYEAR ;I IRRIGATION SLEEVE I --------I L-___-- NOTE: 12564 SIN Main Street I I \ \ BACKFILL SOIL i I I-r STAKE ALL EVERGREEN TREES I I I I ---_� - - a Tigard,OR 97223 --------------- L------- L_________-------) \ 2 m LESS THAN 4"CALIPER.WNOT STN.KE VINE MAPLES.TREES 1 ir- k 2CALIPER [TI 503-941-9484 D _— ___ __ N .l'... D ExISTIMG FmEPNrf)RANT .0 :, �i I AND LESS SHALL BE STAKED WITH A } I SINGLE WOOD STAKE UNLESS OTHERWISE SPECIFIED. PROJECT NO.: 117-001 DIAMETER OF TYPE: CONSTRUCTION ROOTBALL i 12" RE%nemD BY: JJK TREE STAKING DETAIL 1 (;1 STREET TREE PLAN 30 SO0 a ,s 30 S "T$ 1.01/ T 1 .(� 1 -/J ,INCH= 30 FEET L 1 �J 1 Z SWALE AND GENERAL PLANTING NOTES: J,T. SIVII TH - - I 1. ALL NEW PLANTING MATERIAL WILL BE PROVIDED WITH A PERMANENT AUTOMATIC IRRIGATION SYSTEM DESIGNED BY CONTRACTOR IN CONFORMANCE TO ALL LOCAL CITY AND STATE CODES.CONTRACTOR WILL PROVIDE MATERIALS ,,a I I AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE EXISTING WATER METER.IRRIGATION SYSTEM SHALL USE HUNTER INDUSTRIES HEADS AND CONTROLLERS AS PER THE CITY OF TIGARD REQUEST. I CONTROL FENCING.WD DETAILS. 5285 Meadows Road,Suite 0171 2, SEE ENGINEERING DRAWINGS FOR EROSION CO 7035 .,, - 1 lake Oswego OR 02 _W ( 3. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE.IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLAN AND THE EXISTING CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE NOTIFIED IMMEDVATELY. Fax.503.65.34 Phare:503.657.3402 - -'IrSEE SHEET 1-1. H 4. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY,THEY WILL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS RELATING TO THE CONDITION. SWALE W ~� I FOR STREET 1 5. SWALE TOPSOIL'USE STOCKPILED NATIVE TOPSOIL FOR VEGETATED SWALE PER CLEAN WATER SERVICES STANDARDS. 604 S.F. 'TREE PLAN x I U. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY,THEY WILL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS RELATING TO THE CONDITION. DATE: 09PoBR015 T. TOPSOIL:ALL LAWN AREAS AND SHRUB BEDS SHALL HAVE A MINIMUM DEPTH OF 6"OF TOPSOIL TOPSOIL SHALL BE OVER ROCK-FREE SUBGRADE.TOPSOIL TO BE RIPPED ANO TILLED 8'INTO SUBGRADE. I REVISIONS 8. SOIL AMENDMENTS'ADD 2"GARDEN CARE!COMPOST(OR APPROVED EQUAL)TO TOPSOIL(TILL IN B")FOR ALL PLANT BEDS. NO. DATE DESCRIPTION _ If - \ 9. PROVIDE A 36'DIAMETER LAWN CUT-OUT AROUND TRUNKS OF ALL TREES PUT BARK MULCH IN TREE CUTOUT. 10. PLANTING POCKETS:REPLACE 13 OF EXISTING SOIL FROM PLANTING HOLES WITH'GARDEN CARE'COMPOST(OR APPROVED EQUAL).MIX THOROUGHLY BEFORE BACK FILLING. _ 11. PLANT QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS.IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES AND SYMBOLS SHOWN ON THE PLAN,USE THE LARGER OF THE SEE CIVIL DRAWINGS -1 - TWO AMOUNTS.CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES FOR WALL AND FENCE TRACT A ( ) ( DETAIL 3000 S.F. 1 1 12. ALL VEGETATED SWALE PLANTING IS TO BE PLANTED PER CLEAN WATER SERVICES LANDSCAPE REQUIREMENTS. ( SIDEWALK li )' 113. THE PROJECT ARBORIST IS REQUIRED TO BE ON SITE AND CONSULTED WITH FOR WORK AROUND OR NEAR EXISTING TREES BEING PRESERVED. SEE CIVIL 1 I DRAWINGS 1 () 14. PLANTING IS SPECIFIED AS PER CLEAN WATER SERVICES RECOMMENDATIONS FOR THE LIDA SWALE,LOW IMPACT DEVELOPMENT HANDBOOK.JULY 2009. I 314'IRRIGATION I METER FOR 15. PRIMARY TREATMENT WILL OCCUR IN THE TOP 18 INCHES OF THE LIDA SWALE.AMENDED SOIL IN THE TREATMENT AREA IS COMPOSED OF T ,MIX OF ONE PART ORGANIC COMPOST,ONE PART GRAVELLY SAND.AND VEGETATED SWHE IMPORTED SOIL 4LE. 1( ONE PART TOP SOIL.COMPOST IS WEED-FREE.DECOMPOSED,NON-WOODY PLANT MATERIAL:ANIMAL WASTE IS NOT ALLOWED. I I PIAN MAINTENANCE AND MONITORING:VEGETATED SWALE ITA" PLAN 1. FWANNUAL MONITORING OF THE SITE WILL BE CONDUCTED BY OWNER IN THE SPRING(BY JUNE I)AND FALL(By SEPTEMBER 30).FOLLOWING THE FIRST GROWING SEASON AFTER THE PIANTINSTALLATION.NOTES ONTHE PLANT MORTALITY AND HERBACEOUS COVER WILL BE NOTED.NECESSARY MAINTENANCE WILL BE DETERMINED TO REDUCE INVASIVE PLANT SPECIES OR OTHER MEASURES TO AID IN THE SURVIVAL OF THE INSTALLED PLANT MATERIAL IF IT SCALE IS DETERMINED DURING THE MAINTENANCE PERIOD THAT THE WANT COVERAGE OF THE HERBACEOUS SPECIES OR THE INSTALLED PLANTINGS DO NOT MEET THE CONDITIONS REQUIRED BY C.W.S.OUTLINED IN THE SERVICE PROVIDER 20 0 10 20 LETTER.A PLAN WILL BE DEVELOPED AND IMPLEMENTED TO MEET THOSE CONDITIONS. 1 INCH=20 FEET C.W.S.CONDITIONS•:. 19. FOR VEGETATED CORRIDORS LESS THAN 50 FEET WIDE,THE ENTIRE VEGETATED CORRIDOR SHALL BE EQUAL TO OR BETTER THAN A'COW CORRIDOR CONDITION AS DEFINED IN SECTION 3.02.7,TABLE 3.2 4p`I ST e`�'. A 1. CITY INSPECTOR SHALL BE NOTIFIED 72 HOURS PRIOR TO THE START AND COMPLETION OF 20. ENHANCEMENTIRESTORATION OF THE VEGETATED CORRIDOR SHALL BE PROVIDED IN ACCORDANCE WITH R&D ENHANCEMENT,IRESTORATION ACTIVITIES.ENHANCEMENTIRESTORATION ACTIVITIES SHA'_L COMPLY WITH THE 04-9.APPENDIX D. 1� P��Y GUIDELINES PROVIDED IN APPENDIX D:LANDSCAPE REQUIREMENTS(R&O 04-09.APPENDIX D). T -{ �'tJ''' ) 21. PRIOR TO ANY SITE CLEARING,GRADING OR CONSTRUCTION,THE APPLICANT SHALL PROVIDE THE CITY WITH 2. PRIOR TO INSTALLATION OF PLANT MATERIALS,ALL INVASIVE VEGETATION SUCH AS HIMALAYAN BLACKBERRY, VEGETATED THE REQUIRED VEGD CORRIDOR ENHANCEMENTIRESTORATION PLAN IN COMPLIANCE WITH R&D 04-9. r ENGLISH IW,AND ENGLISH HAWTHCQN,WITHIN THE VEGETATED CORRIDOR SHALL BE REMOVED DURING Karen E. Lankford REMOVAL OF INVASIVE VEGETATION CARE SHALL BE TAKEN TO MINIMIZE IMPACTS TO EXISTING NATIVE TREES 22. MAINTENANCE AND MONITORING REQUIREMENTS SHALL COMPLY WITH SECTION 2.11.2 OF R&0 04-9.IF AT ANY 01% AND SHRUB SPECIES. TINE DURING THE WARRANTY PERIOD THE LANDSCAPING FALLS BELOW THE 80%SURVIVAL LEVEL,THE OWNER SHALLREINSTALL ALL DEFICIENT PLANTING AT THE NEXT APPROPRIATE PLANTING OPPORTUNITY AND THE TWO 5.7)9/97 3. REMOVAL OF INVASIVE NON-NATIVE SPECIES BY HAND IS REQUIRED IN ALL VEGETATED CORRIDORS RATED YEAR MAINTENANCE PERIOD SHALL BEGIN AGAIN FROM THE DATE OF REPLANTING- 11 'GOOD`.REPLANTING IS REQUIRED IN ANY CLEARED AREAS LARGER THAN 25 SQUARE FEET- Spa: tV VEGETATED SWALE W PLANTING LEGEND 4. PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION,TAGS TO REMAIN ON PLANT MATERIAL 23. PERFORMANCE ASSURANCE£FOR THE VEGETATED CORRIDOR SHALL COMPLY WITH SECTION 206.2 TABLE 2-1 AND SECTION 210,TABLE 2-2 AFTER PLANTING FOR MONITORING PURPOSES. AN TREES 24. FOR ANY DEVELOPMENTS WHICH CREATE MULTIPLE PARCELS OR LOTS INTENDED FOR SEPARATE OWNERSHIP, COMMON NAME I Botmwd roma; Size end deanipdon S. FINAL CONSTRUCTION PLANS SHALL CLEARLY DEPICT THE LOCATION AND DIMENSIONS OF THE SENSITIVE I DISTRICT SHALL REQUIRE THAT THE SENSITIVE AREA AND VEGETATED CORRIDOR BE CONTAINED INA QUANTFTYAREA AND THE VEGETATED CORRIDOR(INDICATING GOOD,MARGINAL,OR DEGRADED CONDITION).SENSITIVE SEPARATE TRACT AND SUBJECT TO A'STORM SEWER.SURFACE WATER,DRAINAGE AND DETENTION V �= AREA BOUNDARIES SHALL BE MARKED IN THE FIELD. EASEMENT OVER ITS ENTIRETY'TO BE GRANTED TO THE CITY OR CLEAN WATER SERVICES. E • - 1 WESTERN RED CEDAR/Thuja Plicate T HL C 6. PROTECTION OF THE VEGETA7FD CORRIDORS AND ASSOCIATED SENSITIVE AREAS SHALL.BE PROVIDED BY 25. THE WATER QUALITY SWALE AND DETENTION POND SHALL BE PLANTED WITH DISTRICT APPROVED NATIVE As hwoo d THE INSTALLATION OF PERMANENT FENCING AND SIGNAGE BETWEEN THE DEVELOPMENT AND THE OUTER SPECIES,AND DESIGNED TO BLEND INTO THE NATURAL SURROUNDINGS. 5 OREGON ASH!Fradnus IagNdie:3'Ht. LIMITS OF THE VEGETATED CORRIDORS. 7. NO STRUCTURES,DEVELOPMENT,CONSTRUCPON ACTIVITIES,GARDENS.LAWNS.APPLICATION OF CHEMICALS, �-SITE PREPARATIONS.REMOVE ALL NONNATIVE PLANT MATERIALS.INCLUDING PLANTS,ROOTS,AND SEEDS N PRIOR TO ADDING TOPSOILS.TILL THE SUB-GRADE IN THESES AREAS TO A DEPTH OF AT LEAST 4'AND ADD AT Subdivision o UNCONTAINED AREAS OF HAZARDOUS MATERIALS AS DEFINED BY OREGON DEPARTMENT OF ENVIRONMENTAL LEAST 12,OF CLEAN COMPOST TOTAL 6 804 ST X.01=6 REQUIRED TREES SWALE A QUAIJTY,PET WASTES.DUMPING OF MATERIALS OF ANY KIND,OR OTHER ACTIVITIES EN S SHALL BE PERMITTED TOPSOIL.THE COMPOST AMENDED TOPSOIL SHALL HAVE THE FOLLOIMNG CHARACTERISTICS TO ENSU RE A GOOD GROWING MEDIUM: WITHIN THE SENSITIVE AREA WHICH MAY NEGATIVELY IMPACT WATER QUALITY,EXCEPT THOSE ALLOWED BY 27 A)TEXTURE-MATERIAL PASSES THROUGH ONE-INCH SCREEN SHRUBS SECTION 3.02.3 28.B)FERTILITY-35%ORGANIC MATTER. 5 SYMBOL QUANTITY COMMON NAME/Bala kW rwne: Size and dewlp6or > 8. NO STRUCTURES,DEVELOPMENT,CONSTRUCTION ACTIVITIES.GARDENS,LAWNS,APPLICATION OF CHEMICALS, 0 29 SOIL PREPERATKNI:WATER QUALITY SWALE AND VEGETATED CORRIDOR AREAS SHALL BEOVER-EXCAVATED UNCONTAINED AREAS OF HAZARDOUS MAIM-RIALS AS DEFINED BY OREGON DEPARTMENT OF ENVIRONMENTAL AND FILLED TO FINAL GRADE WITH 12'OF AMENDED TOPSOIL TOPSOIL AMENDMENTS SHALL BE GARDEN Iii 11 OCEANSPRAY I Holalis"diem 1 GW. WALRY,PET WASTES,DUMPING OF MATERIALS OF ANY KIND,OR OTHER ACTIVITIES SHALL 8E PERMITTED COMPNOT CONVENTIONAL FERTILIZER AMENDMENTS DO NOT APPLY FERTILIZER TO WATER QUALITY = WITHIN THE VEGETATED CORRIDOR WHICH MAY NEGATIVELY IMPACT WATER QUALITY.EXCEPT THOSE S NV y a FACILITY OR VEGETATED CORRIDOR. INDIAN PLUM I Oal4eda cerasltormis:1 Gat. ALLOWED BY SECTION 3.02.4 9 w 9 RFD TWIG DOGWOOD I Comus eaima:1 Gel. 9. PRIOR TO ANY SITE CLEARING,GRADIIG OR CONSTRUCTION THE VEGETATED CORRIDOR AND WATER QUALITY �- NOVEMBER ER 15,BA SHOULD B£CK SH INSTALLED BETWEEN FEBRUARY 1 AND MAY S OR BETWEEN OCTOBER 1 AND SENSITIVE AREAS SHALL BE SURVEYED,STAKED,AND TEMPORARILY FENCED PER APPROVED PUN.DURING NOVEMBER M BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THOUGH APRIL 15.WHEN 4 6 DOUGLAS SPIRFA I Spires dougLasir 1 Gal. CONSTRUCTION THE VEGETATED CORRIDOR SHALL REMAIN FENCED AND UNDISTURBED EXCEPT AS ALLOWED PLANTINGS MIDST BE INS'uLFD OUTSIDE THESE TIMES.ADDITIONAL MEASURES MAY BE NEEDED TO ASSURE VEGETATED z a BY SECTION 3.025 AND PER APPROVED PLANS. SURVIVAL. 3 RED FLOWERING CURRENT(Ries eanguineum:1 Gal. 31 { g NOOTKA ROSE I Ruse nutla e:1 GW. 10. PRIOR TO ANY ACTIVITY WITHIN THE SENSITIVE AREA,THE APPLICANT SHALL GAIN AUTHORIZATION FOR THE , EROSION CONTROL GRADING,SOIL PREPARATION,AND SEEDING SHALL BE PERFORMED EDITING OPTIMAL SWALE PLANTING Vi - PROJECT FROM OREGON DIVISION OF STATE LANDS(DSL)AND US ARMY CORPS OF ENGINEERS WSACE).THE WEATHER CONDITIONS AND AT EGE FLOW LEVELS E MINIMIZE SEDIMENT IMPACTS.SITE DISTURBANCE SHALL PLAN g TOTAL 44 604 S.F X.05=30 REQUIRED SHRUBS SWALE A APPLICANT SHALL PROVIDE THE DISTRICT OR ITS DESIGNEE(APPROPRIATE CITY)WITH COPIES OF ALL DSL AND 8E MINIMIZED AND BUSH EN VEGETATION RETAINED,WHERE POSSIBLE.SLOPES SHALL BE GRADEDAN TO USACE^FOJECT AUTHORIZATION FERMITS. APPROPRIATE ESTABLISHMENT OF VEGETATION.WHERE SEEDING IS USED FOR EROSION CONTROL.O APPRQPRIAIE NATVc GRASS.REGREEN(OR ITS EQUIVALENT).OR STERILE WHEAT SHALL BE USED TO HERBACEOUS PLANTS/GRASS SEED 11. AN APPROCEO OREGON DEPARTMENT OF FORESTRY NOTIFICATION IS REQUIRED FOR ONE OR MORE TREES STABILIZE SLOPES UNTIL PERMANENT VEGETATION IS ESTABLISHED.S)MAY BE USEDABLE FABRICS(CO R, `; SYMBOL QUANTITY COMMON NAME I Batenksl m": Size and desmiplion HARVESTED FOR SALE.TRADE,OR BARTER.ON ANY NON-FEDERAL LANDS WITHIN THE STATE OF OREGON. COCONUT OR APPROVER JUTE MATTING(MINIMUM 114'SQUARE HOLES)MAY BE USED TO STABILIZE SLOPES P AND CHANNELS.FABRICS SUCH AS BURLAP MAY 8E USED TO SECURE PLANT PLUGS IN PLACE AND TO O DISCOURAGE FLOATING,UPON INUNDATION NO PURETIC MESH THAT CAN ENTANGLE WILDLIFE IS PERMITTED, 1210 12. APPROPRIATE BEST MANAGEMENT PRACTICES(SMP's)FOR EROSION CONTROL,IN ACCORDANCE WITH THE u MIA 201 SF SLOUGH SEDGE I Carex oMupke:Pk*s 1"x 6",(6)PER S.F. CWS EROSION CONTROL TECHNICAL GUIDANCE MANUAL SHALL BE USED PRIOR TO.DURING,AND FOLLOWING CONSULT CHAPTER 6-EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL INFORMATION, EARTH DISTURBING ACTIVITIES. • EA 2418 32. MULCHING:TREES,SHRUBS.AND GRDUNOCOVEIRS PLANTED IN UPLAND AREAS SHALL BE MULCHED A MINIMUM `yy_i` �. 403 SF SMALL FRUITED BULRUSH I Surpus miawarpus:Plugs 1'x 6",(6)PER S.F. 13. PRIOR TO CONSTRUCTION,A STORM WATER CONNECTION PERMIT FROM THE DISTRICT OR ITS DESIGNEE IS OF THREE INCHES IN DEPTH AND 18 INCHES IN DIAMETER,TO RETAIN MOISTURE AND DISCOURAGE WEED U _ REQUIRED PURSUANT TO ORDINAPICE 27,SECTION 4.6. GROWTH AROUND NEWLY INSTALLED PLANT MATERIAL.APPROPRIATE MULCHES ARE MADE FROM COMPOSTED BARK OR LEAVES THAT HAVE NOT BEEN CHEMICALLY TREATED.THE USE OF MULCH IN FREQUENTLY TOTAL 3624 BD4 S.F X 6(6 PLUGS PER SQ.FT.p 3824 REQUIRED EMERGENTS SWALE A INUNDATED AREAS SHALL BE LIMITED,TO AVOID ANY POSSIBLE WATER QUALITY IMPACTS INCLUDING THE a 14. THE DISTRICT OR CITY/COUNTY MAY REQUIRE AN EASEMENT OVER THE VEGETATED CORRIDOR CONVEYING LEACHING OF TANNINS AND NUTRIENTS,AND THE MIGRATION OF MULCH INTO WATERWAYS. 'LOWGROW'SEED MIX:120 L8 PER ACRE 807 J.F.(0.0185 ACRES)SWALE A STORM,SURFACE WATER MANAGEMENT,AND/OR SANITARY SEWER RIGHTS TO THE DISTRICT OR CITY THAT 12564 SW Mair)Street CLEAN WATER _ WOULD PREVENT THE OWNER OF THE VEGETATED CORRIDOR FROM ACTIVITIES AND USES INCONS,STENT WITH 33 PLANT PROTECTION FROM WNDU=E:DEPENDING ON SITE CONDITIONS,APPROPRIATE MEASURES SHALL BE 7Tgard.OR 97223 DWARF TALL FESCUE!FESTUCA ARUNDINACFA 40% THE PURPOSE OF THE CORRIDOR AND ANY EASEMENTS THEREIN. TAKEN TO LIMIT WILDLIFE-RELATED DAMAGE(SEE IVAM GUIDANCE). P]503-941-9484 PR8e20 DWARF PERENNIAL RYEGRASS/LOLIUM PERENNE PRBB20V 30% 16. ACTIVITIES LOCATED WITHIN THE IOD YEAR FLOODPLAIN SHALL COMPLY WITH SECTION 3.13 OF RSD 04.9. 34. IIRRIGATK)N:APPROPRIATE PLANT SEL ECTON,ALONG WITH ADEQUATE SITE PREPARATION AND MAINTENANCE, CREEPING RED FESCUE I FESTUCA RUBRA 26% HIGHLAND COLONIAL BENTGRA3.4 f AOROSDS TFJNUI9 HIGHLAND' 06% 16. REMOVAL OF NATIVE,WOODY VEGETATION SHALL BE LIMITED TO THE GREATEST EXTENT PRACTICABLE. REDUCES THE NEER FOR IRRIGATION HOWEVER,UNLESS SEE HYDROLOGY IS CURRENT Y ATE.A PROJECT NO.: 117-001 OISTRI DURING APPROVED IRRIGATION SYSTEM OR EQUIVALENT(1 E.,RINGPOLYMER,PLUS AT MINIM) RAT BE „m USED OLIRWG THETWO-YEAR PLANT ESTABLISHMENT PERIOD.WATERING SHALL 8E AT A MINIMUM RATE OF AT TYPE: CONSTRUCTION 17, SHOULD FINAL DEVELOPMENT PLANS DIFFER SIGNIFICANTLY FROM THOSE SUBMITTED FOR REVIEW BY THE LEAST ONE INCH PER WEEK FROM JUNE 15 THROUGH OCTOBER 15,OTHER IRRIGATION TECHNIQUES,SUCH AS REVIEWED BY: JJK DISTRICT,THE APPLICANT SHALL PROVIDE UPDATED DRAWINGS,AND IF NECESSARY OBTAIN A REVISED DEEP WATERING,MAY BE ALLOWED WITH PRIOR APPROVAL BY DISTRICT STAFF. o SERVICE PROVIDER LETTER. 18. FOR VEGETATED CORRIDORS 50 FEET WIDE OR GREATER,THE FIRST 50 FEET CLOSEST TO THE SENSITIVE 35. ACCE3:MAINTENANCE ACCESS FOR PLANT MAINTENANCE SHALL DE PROVIDED FOR SENSITIVE AREAS AND g AREA SHALL BE EQUAL TO OR BETTER THAN A'GOOD'CORRIDOR CONDITION AS DEFINED IN SECTION 3.02.7, VEGETATED ETATEDRRIDORS VIA A -FOREASEN SHARED BWITH STORMWATER FACILITIES. TABLE 3.2. GR ACCESS EMS RE PROVIDED N CHAPTER L1 .02 2 z UMP 8 SCATTER PLANTS SO THAT AVERAGE 3'WIDE MIN.COVERED SOIL PLANTING DENSITY IS EQUIVALENT TO GRID SPACING VJLUME ROOT PATH.DO TYPICAL O.C.(on center)PLANTING GRID NOT BLOCK WITH ROOT T. 5�Z�T 1p LANDSCAPED FRONT YARD -.____.---__.....___.�.—�____.__..__._____..�.�._- ._.___ ,J- -- .. ,: ter•,:,�.,.<.� BARRIER � •3 — � BACK OF SIDEWALK 5285 Meadows Road.Suite#171 !DEEP(BOTH O TEXTILE ROOT -STAKES BLACK POWQEf2 UR BLACK PVC COATING uas Lake Oswego,OR 97035 L SYSTEM T _ TREE TIE .-- — Fy .___._._�_. �.w nTa.a.r.,er.�a.rr•..c+u s+w-•c rur rp u.v Fax:503 684 0102 LRFACE-36' - —TREE TRUNK s w<••o -�<.,n r aNc srNa z•s Tsw•a•Y a.z Phone:503.657.3402 SIDES) MULCH .rwa s rxr•�b1 !••utYar w:c vu�wrrr s+n siaa No rav,rvurr:Yrcns rs FACE OF SIDEWALK I.ss rgss Tsn Gr.*,NUM sr. '.aQ )O/VV� 4 M t r6.•e NT+T ld,! :Y.Y 4kM Sil .,MO.,Ir GZ SraS NO�rR'fIi[I+TeS AT 4 C84Ri.C.OI WS. y -}- Pst QM1C M.4VL � _ £�}1V94.NYS•Jr.K lM HD tLftP Ali'l5!GR P°f,. / t^,• D1 i e.rNY.>�r oi�..c un em N.«m..i.nr s,.rrna + DATE' 03/08/2015 PLANTER STRIP ( D T P+�[NET ..a!:' _ o•.+•a!.- :.nNa+eevx yN,x°r.c°JYy NIM rerE.Eo,u s'a.;F.,s { IRANDOMLY MIX PLANT SPECIES AND HEIGHTS WDTH VARIES 2* REVISIONS FFSET PLANTS TO AVOID STRAIGHT ROWS z •��R---� on) NO. DATE DESCRIPTION RANDOM PLANTING PATTERN _ -Ittl � ftll� D .-TND,w1 a QY,N1f rest mss' / .ui wsr I 1 CURB --i --j rp W `'-9FLKT +P Rrt j M M `• ° 13 roer!erT1 SCALE. NTS _kL1.031 GUTTER z STREET GROUNDCOVER PLANT r' NSS h'T) MULCH FINISHED GRADE TREE PLANTER AND BARRIER DETAIL // FOR TREES WITHIN RIGHT OF WAY " 6"SPECIFIED BACKFILL SOIL i scale a.rs L 1.0 THOROUGHLY MIX INTO �s.I • j 2` ' A DEPTH OF 6" NOTES: p — MULCH AS SPECIFIED.KEEP - { �`• r --J- TILL SOIL SO THAT THERE ARE NO CLODS OR CLUMPS STEM BASE OF SHRUB • -a.� S 1_- y .nor rn_v. 12"THOROUGHLY TILLED SUBSOIL LARGER THAN 1 1.2"DIA. BACKF GROUNDCOVER PLANTING DETAIL FINISH SOIL D 2 �FINISHEO GRADE « SCALE.' KT.S L1.03 RENSEO AS REQUESTS)BY art Or TIGAW a ax I—I ; . - IJ1��,ll= 1- y I _ SCARIFY EDGES AND BOTTOM _ I ...— = OF HOLE 1 ' °n '� IIS CHAIN LINK FENCE DETAIL g , l ,( •, BLACK FLEX GARDEN HOSE COVERING I I ] L1O3 11111 I I III I�11- 'CHAIN LOCK"TREE TIES OR �I —L �_ S": AES . r�Karen E. Lankfor _ TWIST STRANDS AROUND EACH OTHER DIAMETER OF OREGON FU ROOT BALL+12" S,Ogy7 -a��t�.• MIN.3 GUYS @IPW APART SHRUB PLANTING c ESCALE.-NTS L1.03 a SET ROOT CROWN NO MORE THAN 4• + ABOVE FINISHED GRADE MAMA TWI dosRP -- - -- --------- - Ashwood FINISH GRADE 1 FROM TOP AND SIDES OF FOOTBALL- f O a I— +"r• (REMOVE ALL WIRE BASKET) s 4ivY_ C_r%D CIIA to LINK rENC NG s Subdivision p o - —I� ,+R '.u^�,. — z -rr SEE 5-D. 0=TAI O. 745 c I I tia -'' x2 WOOD STAKES OR METAL 3 \moi` I :n mI zz •_ ` 8117 TREE ANCHORS AS APPROVED. AMENDED NATIVE SOIL I ' _ ! I _ BACKFILL PLANTING MIX j LE PER SPECIFICATIONS II� o it TILLED,AMENDED,AND MOUNDED xrexcer xrr�xx�uactr .�.v.'« .5 2 X DIAMETER NATIVE SUBSOIL o OF KQOT BALL t o NOTE: sa�N. / , (� -�.. yI� SINALE BOTTOM !;. a£ -� PLANTING 1.TIE BRIGHTLY COLORED P V.0 RIBBON ON WIRE GUYS(MLN.1 PER GUY.)) 2 2.IN LAWN AREAS CUT veli:•Nsi«++ / �flRp�-++ i e, l Lf IN - I 12' M1� Trr":!x- — e j 1''I`,. h �' —� DETAILS CONFIER TREE GUYING DETAIL moi' Hyl, ' 8 03. O.tiLIA. ?� SCALE., X T S L1 [r: i 2'BARK MULCK AT :.CIRCLE I _ ' TREE ROOT BARRIER INSTALLATION d \j •T<I t k-.'._ I L T -A TM N t _A FRLLBS7A•'U 8U•r.p l it (>P tl:Y. I • votes I I - o'Li4:m-.111 A, H ARA tR_P I acific yy �Mr•Nr«�«c.e•oY...2..>s�--.,.-,.�nr....,rn.....xsv.,r...,r.ssr.aNwr.r.,a.•.,�,.ev,a:,e.,:,. o —i t,, .V, r---- :n-.--J—I F E .,�_ l.F_';—.. r_.._--_ C. ��I.T' L-::iv J4Tt RyO !IS I Community o SEE TTIF DSTRICT CPCiT J _-7 Design• COCE ROOTMOUNDWoTRTEMPOALLAR ABOVE GRADE BASIN RY 12564 SW Main Street m ! Tigard,OR 97223 CL I [T]503-941-9484 v ISTING SUBGRADE ! O c _ F ��R rr4 rx?Sµ•!Ia4 II III ..�� - wASnBwicx camrr TREE ROOT BARRIEP. .`^ I i I I - i r 7-x- PROJECT NO.: 117-001 9 PLTTIN PITS TO BE I _ oa•rmea°c ue��srs �i Z 12'GR ATER THAN 'III—II I I .Nmvx,n- INSTALLATION n' - _�cF - y TYPE: pr CONSTRUCTION THE ROOTBALL I_I I—I— I I_FIRMLY PACK SOIL WITH FOOT yT � �. REVIEWED BY; .� NO"J"OR`L"RnWEIIEDOOTS 2P3T- 3/1B " �C!C ARD 02 PRCM� HEADS,VALVES�ABAZ V4D CITY�� REVISED AS RE0UESIEC BY CITY OF TIOARD _ --- -- a #1 CONTAINER PLANTING DETAIL 4 WASHINGTON CTY ROOT BARRIER 7 CWS WATER QUALITY SWALE g T 1 •(�2 g SCALE NT.S L1.03 SCALE' ALTS L1.03 SCALE MES L1.03 L j �JJ i z STANDARD COVERED SOIL VOLUME SPECIFICATIONS J.T. SMI'l-H 1. PART 1.COVERED SOIL MATERIALS } A. COVERED SOIL SHALL CONSIST OF THE FOLLOWING MIXTURE OF GRAVEL,SOIL AND ADMIXTURES: 526561Lake Oswego, O suite 6171 weegoo,OR 97035 Fax:503 684 0102 1.CRUSHED ROCK,GRADATION OF 100%PASSING 1.25 INCH,MAX.30%PASSING 0.75 INCH Phone:503.657.3402 2.LOAM/ORGANIC TOPSOIL 3.SOIL BINDER SUCH AS"STABILIZER' 4.WATER DATE: 03106/2015 BLENDED SOIL PART 2.PROPORTIONS OF COVERED SOIL MATERIALS REVISIONS i H(N*Pa+T,lea:Ca6W1fwTJiFa'a A.THE PROPORTIONS OF COVERED SOIL MATERIALS SHALL BE AS FOLLOWS: NO. DATE DESCRIPTION 1 MATERIAL AMOUNT FOR 1 CY AMOUNT FOR 4.6 CY 1 1 OF COVERED SOIL OF COVERED SOIL CRUSHED ROCK 23.2 CUBIC FEET 4 CUBIC YARDS I tLi _I] Ly 3 ji •f �i 1! ] It. TOPSOIL 5.9 CUBIC FEET 1 CUBIC YARD �1 SII_. SOIL BINDER 13.7 CUBIC FEET 4 POUNDS LANDSCAPE-11.0111YARD. + +_ '�� �•i=' �(f? J r WATER 1.6 GALLON 46 GALLONS cnvvrt:.-r:..n:m;xax B. THE TARGET MOISTURE CONTENT IS 20%BY WEIGHT OF THE TOPSOIL WEIGHT.THE ABOVE WATER r++rwaYnur+:ter—•I CONTENTS ASSUME THE TOP IS DRY.THE AMOUNT OF WATER THAT WILL NEED TO BE ADDED WILL BE DEPENDENT ON THE MOISTURE CONTENT OF THE RAW MATERIALS. ACTUAL AMOUNTS OF WATER USED SHALL PROFILE BE DETERMINED DURING MIXING. PART 3.COVERED SOIL MIXING PROCEDURES STREET TREE COVERED SOIL DETAI 1 A. MIX COVERED SOIL IN BATCHES OF AN APPROPRIATE SIZE FOR THE EQUIPMENT BEING USED.THE END SCALE N.T.S 1,04 RESULT IS TO BE A MATERIAL THAT IS UNIFORMLY BLENDED TOGETHER.DO NOT BATCH IN QUANTITIES THAT WILL NOT ALLOW THE EQUIPMENT TO COMPLETELY MIX THE MATERIAL.DETERMINE BATCH SIZE AND QUANTITIES OF EACH MATERIAL NEEDED FOR THE BATCH. S REMOVAL,STORING AND AMENDED SOILS FOR PLANTED AREAS: B. START WITH HALF OF THE CRUSHED ROCK MATERIAL. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND EXCAVATE TO A DEPTH OF 36 INCHES.SLOPE SLIDES OF C.ADD ALL OF THE TOPSOIL MATERIAL. 1 ! stv,a:; EXCAVATIONS AT 1:1 SLOPE OR SHORE EDGES TO PREVENT r'Karen E. Lankfordt UNDERMINING OF VEHICLE LOAD AREAS AND TO PROVIDE A D_ADD THE SOIL BINDER. �r1 OREGONvv SLOPED PROFILE TRANSITION BETWEEN SOIL TYPES AND 5i0/97 STRUCTURAL FILL.DISPOSE OF DEBRIS AND SUBSOIL E. ADD HALF OF THE ESTIMATED WATER. Q�pE STOCKPILE EXCAVATED TOPSOIL IN APPROVED AREA OFF SITE. - F.ADD THE OTHER HALF OF THE CRUSHED ROCK MATERIAL. d EXISTING AND IMPORTED TOPSOIL AMENDMENTS SHALL BE DETERMINED Et Nva1 w An r s.zT av BY THE LANDSCAPE ARCHITECT AND APPROVED BY THE CITY ARBORIST. G. MIX THE MATERIAL TOGETHER. m vAP.P M SOIL MIXING SHALL BE DONE IN DESIGNATED AREAS OR IN THE SUPPLIERS YARD.MIX AMENDMENTS WITH TOPSOIL WHEN SOIL IS IN A FRIABLE H. SLOWLY ADD WATER TO THE MIXTURE AND CONTINUE TO MIX.THE FINAL AMOUNT OF WATER WILL VARY £� CONDITION ONLY(DAMP AND NOT MUDDY WITH ADEQUATE MOISTURE TO WITH MOISTURE CONTENT OF THE CRUSHED ROCK AND TOPSOIL.ADD WATER IN INCREMENTAL AMOUNTS Ashwood o BREAK INTO CLODS WHEN TURNED AND WILL NOT LEAVE A MUD STAIN ON THE AND MIX THE MATERIAL BETWEEN THE ADDITIONS OF WATER. `f I^ `arx+s wcr Kaow� HAND WHEN SQUEEZED).CONTRACTOR TO PROVIDE CERTIFICATION OF CONTENT ' YaRD AND PERCENT OF SOIL MIXES WITH ALL AMENDED SOIL TO THE CITY PRIOR 1. STOP ADDING WATER AND MIXING WHEN THERE IS A MINUTE AMOUNT OF FREE TOPSOIL REMAINING.THE Subdivision TO INSTALLATION. TOPSOIL WILL COAT THE CRUSHED ROCK AND NOT FALL OUT OF THE MATERIAL.ALL OF THE CRUSHED ROCK SHALL BE UNIFORMLY COATED WITH TOPSOIL.THERE SHALL BE NO CLUMPS OF TOPSOIL OR UNCOVERED ' ` BLENDED SOIL CRUSHED ROCK IN THE MIXTURE. F f ecx>r tswtve L J. IF TOO MUCH WATER IS ADDED TO THE MIXTURE,WATER WILL DRAIN OUT OF THE MATERIAL AND THE -rk7 !. RAnLre-YUPER BLENDED SOIL PLACEMENT AND COMPACTION: TOPSOIL WILL WASH OFF OF THE CRUSHED ROCK.IF THIS OCCURS THE BATCH OF MATERIAL SHALL BE SEE DETAIL 4 AND 6 DISCARDEDAND SHALL NOT BE INCORPORATED INTO THE COMPLETED WORK. SHEET 11.03.DO NOT SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED.PLACE SOIL IN r ALLOW ROOT BLOCK ROOT PATH TO LAYERS OF NOT MORE THAN 12"IN DEPTH.PROVIDE 3 PASSES WITH A PART 4.PLACEMENT OF COVERED SOIL f• ,:,,,. - SOIL VOLUME s ';.'',. ^,. / Grace' 2"COMPACT PLATE VIBRATING COMPACTOR,COMPACT TO 80-85% MAXIMUM DRY DENSITY AS MEASURED BY THE PROCTOR TEST A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER AND FROM EROSION AT ALL TIMES.DO NOT SPECIFICATIONS 78eRer��* OR AS APPROVED FOR SPECIFIC BLENDED SOIL MIXES STORE MATERIALS UNPROTECTED FROM RAINFALL EVENTS.DO NOT ALLOW EXCESS WATER TO ENTER SITE O 4 SIL�£,•:ir_x '+'7:LMA Rt;.viT F`1tTH u MINIMUM 1.1iCTki3l PRIOR TO COMPACTION.IF WATER IS INTRODUCED INTO THE MATERIAL AFTER GRADING,ALLOW MATERIAL TO AND S DRAIN OR AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT. DETAILS S11a B. ALL AREAS TO RECEIVE COVERED SOIL MIXTURE SHALL BE INSPECTED BY THE PROJECT LANDSCAPE ARCHITECT AND/OR PROJECT ENGINEER BEFORE STARTING PLACEMENT OF MIXTURE.ALL DEFECTS SUCH AS INCORRECT o GRADING,COMPACTION AND INADEQUATE DRAINAGE,ETC.,SHALL BE CORRECTED PRIOR TO BEGINNING o ----- - PLACEMENT OF COVERED SOIL. 2 C. CONFIRM THAT THE SUB-GRADE IS AT THE PROPER ELEVATION AND COMPACTED AS REQUIRED.SUB-GRADEPacific Community o c ELEVATIONS SHALL SLOPE PARALLEL TO THE FINISHED GRADE.CLEAR THE EXCAVATION OF ALL CONSTRUCTION - DEBRIS,TRASH,RUBBLE AND FOREIGN MATERIAL.FILL ANY OVER EXCAVATION WITH APPROVED FILL AND * • 42 - COMPACT TO THE REQUIRED SUB-GRADE COMPACTION. u 12564 SW Main Street 2 4 D. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE AREA.COMPACT EACH LIFT TO Tigard,OR 97223 Ki"T OF WAY%4OTi4401JzS THE REQUIRED PERCENT OF MAXIMUM DENSITY.DELAY PLACEMENT 24 HOURS IF MOISTURE CONTENT IT]503-941-9484 v a 47s EXCEEDS MAXIMUM ALLOWABLE,PROTECT COVERED SOIL WITH PLASTIC OR PLYWOOD DURING DELAY. 0 -1— "" TAKE PARTICULAR CARE NOT TO DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL. COVERED SOIL THAT PROJECT NO.: 177.001 WILL BE THE BEDDING FOR UTILITY LINES SHALL BE COMPACTED TO CONFORM TO THE REQUIRED GRADE OF TYPE: CONSTRUCTION PLAN THE UTILITY LINE,DO NOT COMPACT THE IMMEDIATE VICINITY ABOVE A UTILITY LINE UNTIL A FILL DEPTH OF REVIEWED BY: JJK S AT LEAST 12-INCHES ABOVE THE UTILITY LINE IS REACHED. a STREET TREE COVERED SOIL PLAN E.BRING COVERED SOILS FINISHED GRADES SHOWN IN THE APPROVED DRAWINGS. IMMEDIATELY L1 .04 2 PROTECT THE COVERED SOIOI L MATERIAL FROM COO NTAMINATION BY WATER BY COVERING WITH PLASTIC OR PLYWOOD. SCALE' N.TS 1.04 Z PUBLIC STREET UGH11 C NOTES- 1. OTES1.UGHT POLES SHALL BE ALUMINUM LIGHT POLE, NTH 4'DANT MAST ARM, MOUNTED 25 FEET MW ON A PRECAST CONCRETE BASE LP = INSTALL PUBLIC LUMINAIRE POLE VVALMONT 2'55W751004 a WITH LED COBRAHEAD FIXTURE. HAM 41-103PGE (X = POLE P&K POLES RTAn25AAD14320 UNION METAL 92BA17Y4O % 2.JLNCIION BONES SHALL BE PGE APPROVED SPLICE BOXES LP \ \ (, u c N rn PGE APPROVED JJNC110N BOXES ARE NEIMBASIS FCA132418T-00013 Lr1AZITE A4213418A017 ARMORCAST AGWI90TAX18-PGE %P 3. ii W v \ FICHUNIE CHA132418HEI / \ Alf \ n,tl r!' a •^n G *ELECTRIC'OR'POWr SHALL BE IN THE LD MAMW AREA \\ \ \ \ / /\y\ 7' ••.r.C.2`:.23J..::t).- . `.• \ °V) E' t 3, LUMINAIRES SHALL BE PGE APPROVED 49 WATT LID,241X MAST-ARM MOUNTED,GRAY COBRAHEAD FLAT LEMS FIXTURE NITH A NORMAL POUR FhIOR REACTOR BALLAST.NTH TMSAOCK P.E.RECEPTACLE \ \ \ \ / 14c.3zc -z41PGE APPROVED COBRAHEAD LUMINAIRES ARE: LP ' \ \ / / U.:ea.4' �49C.3 in.la] :•lYJ.'_ a // / \ \ 49W -Mf \ \ \ //' V.33a 4 _r,.i".f�.Tl, / \ \ \\ �� Ow rvG \ \ •�'' / 4.THE PHOTOELECTRIC CONTROL SHALL BE PCE APPROVED EXTENDED LFE TIMSILOIX. / c.tsy.;• .3w.s£ to. , a:: ! / \ FAL-'OIC ELECTRONIC,105-300 YAC,80 HL PER ANSI 138.10,BROKE HOLISTIC.1.5 LUMEN IUIM-OH,RATED IOOOW T1M40M(1800 VA BALLAST)1*1 IURIHOFFAURN-ON RATIO SOLD BRASS PLUG BI ADE$CONFORMABLY COATED COS CELL.180 JOULE MOV,2-4 SEC. 7UN-*TDMAY. IU U . .IK d1E , H PGE APPROVFD PHOICELEECIRIC CONTROLS A( 93C 8183 \ / / V / .1,0.1?9. 30.:W.J30.3Pn.,Po 6tt.tK.3-24t \ \ \ 5.1HE NEW FROM AHE SPUCE BOX TO THE UIVWX SHALL BE PGE APPROVED/IOANG 600-1QT,3-COFpJC1dt CLASS B STAMW TYPE TC WITH 45-ML SAVANT RESISTANT / / ec.t a.v z 3.r.ro.;oa.lno.ten.zlo.zw.)s PVC JACKET.SUITABLE FOR DIRECT BORED APPLICATIONS. RAYED 90C DRY AND 75C NEL / 210,21C 3-A FOR 240-VOLT AFRICAIM THE PGE WING CONFIGURATION ISoLw AN RED M \ / \ IL PRECAST BASE SHALL E PGE APPROVED CONCETE BASS UTLTY VAULT 5C.-LB-PGE \ 7 ALL MATERIALS AND WORIG1ANS HP SHALL COIFQ81 TO P.GE SCHEDULE'9s'OP110N'A'SWiCATION& ALL MATERIALS AND IWALLATIOP. Ln LIMIT POLES AND STREET LIGHTS TO INSTALLED BY P.SHW BE APPROVED BY P.GE /' / \\ O�. >.a \\\ LP / \\ .2n.3co.dw .o. )sc.v i` 41.110.230, rjY.540.f2. * dye • ��.-% // / \ \\ .r lo.zza.no.�oe�.zec•.: 1£e ! \ \ 4 / / \ \\ � V -.1 i..lE).13 30 3VJ.d. In. \ b lIOE1N0 COFITRACIIR y�/IiFR IS SOLELY USPOJSEIE FOR WTAL.A71ON OF CORRECT MATLTRML BASET m CIBEIT PCE APPROVED MATEEIAL LST AND JUIIS)ICBON •._a.lv. .lafzlo.z o.zw.3oa.: !� // / \ \ \ \ / \ \ SPENWIDl1S ARD STANDARDS UHT POE ALIO FIXTURE SAIITTAL TO PROPER // / \ \\ o.zaU._n+.:�._4c.1{.zt :a •• \\ \ // // \ \\ 4RLMRRECOMMEIM V. .19'..9].13].2]0.120.2'20 .26 / / 0.-A.'_CO\\\\•2C{.•'.:C..t4]. 3J4.3G].21 .310 3 0.'Ci,iEC.JCu.3S) .23'• \ \/ / \ CITY OF TIGARD LIGHT POLE LOCATION TABLE / \ \ \ '-`""'9�` POLE NUMBER MH WATTS LUMENS ARM ARRAINGANIENT ET POLE TYPE 1 25 FT 49 3399 4 SINGLE BARNUM DRIVE ALUMINUM 2 25 FT 49 3399 4 smm BARNUM DRIVE ALUMINUM 3 25 FT 49 3398 4 SHOE BARNUM ORAE ALUMINUM 4 25 FT 49 3399 4 SINGLE ASFHMDOD STREET ALUMINUMa \ 5 25 FT 49 3398 4 SINGLE ASHNOOD S'REEi ALUMINUM \\ \ \\ U.a2n.z1A 51n.1.2. \ C / / \ \ .mac>4[.>� ::.2"].131•5•• \\ ' 7- NUMERIC SUMMARY NL.-210 0 PROJECT: ASHWOOD \ C.22C.x3' ]._40.220 2 a \ / / � \ .2zc.z3).xr z,o.>lo zm a •'. LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN \ / / / \\ 1.233.250.N1.C40 720.2 .:a .220.240.;:-1U\`3.5n.w;10'9 ASHWOOD STREET ILLUMINANCE FC 0.42 1.50 0.10 4.20 l.{o.;ra.azy,2 LP BARIUM DRIVE ILLUMINANCE FC 0.45 1.51 0.10 4.50 / / \ \ •2'0::p.F. i40.x30.):0'F \ / / // \ \\ r; n.nU.au.Vin. uo.21a.' (~ E N / / \ V.2 L6._A 2'IC.=.- 4 W � U \ / / � \ c.zEc.) sC1.s,).$)o. 1 [,y '7•} J til C.3aC.i`.J]11.031.11' / •� 1.520.;10. .1r1,451.3) / 21.191. STREETLIGHTING DESIGN \ / / // \ `\ a 5 a J a.i1 C`a0.SW1A1C-o .34-" Scale: I"=20' \ \ / / \ \ 311i1.•.p0.6W._ 51t.d9C.32^ _ / DWG.NO EL1