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Home My WebLink AboutEast Butte (3)TRACT A LOT 2 LOT 10 LOT 3 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 6 LOT 11 LOT 12 LOT 1 SW MURDOCK STREET (COUNTY ROAD 760) SW B U T T E T E R R A C E SW 1 0 3 R D A V E PGE644 PGE644 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 1 0 0 C O V E R S H E E T . d w g - S H E E T : 1 3 0 0 0 9 - 1 0 0 C O V E R S H E E T J u n 1 1 , 2 0 2 4 - 1 0 : 4 7 a m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: COVER SHEET 100 1 INCH = 60 FEET 60 30 60 SCALE 0 ELEVATIONS ARE BASED OFF OF CITY OF TIGARD CONTROL STATION GC22-069, BEING A CITY OF TIGARD 2-1/2" BRASS DISK SET IN A CONCRETE CURB. THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF SW MURDOCK STREET AND SW 106TH AVENUE. THE STATION LIES IN THE CENTER OF THE RETURN AT THE NORTHEAST CORNER OF THE INTERSECTION ELEVATION DATUM: NAVD 88, ELEVATION = 412.02 NAVD 88 TO NGVD 29 = -3.55 BENCHMARK: APPLICANT: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: JAKI HUNT, PE CIVIL ENGINEER: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: STACY CONNERY, AICP PLANNER: GEOPACIFIC ENGINEERING INC. 14835 SW 72ND AVENUE PORTLAND, OREGON 97224 [P] 503-598-8445 CONTACT: STEPHEN MORRIS GEOTECHNICAL ENGINEER: GROSS ACREAGE: 3.67 AC PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: TRAVIS JANSEN, PLS, PE SURVEYOR: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: MICHELLE HUNDLEY, RLA LANDSCAPE ARCHITECT: TL 02700 NW 1/4 SW 1/4 SECTION 11, TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. TIGARD, WASHINGTON COUNTY, OREGON EAST BUTTE OWNER: DONALD W. THOMAS AND BONNIE L. THOMAS, TRUSTEES OF THE DON AND BONNIE JOINT TRUST 14940 SW 103RD AVENUE TIGARD, OREGON, 97224 DAVID WEEKLEY HOMES 1905 NE 169TH PLACE, #102 BEAVERTON, OR 97006 [P] 503-516-5078 CONTACT: MAX BONDAR VICINITY MAP CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD PORTLAND GENERAL ELECTRIC NORTHWEST NATURAL TUALATIN VALLEY FIRE & RESCUE CITY OF TIGARD PD TIGARD-TUALATIN SD CITY OF TIGARD FRONTIER PRIDE DISPOSAL COMCAST UTILITIES & SERVICES: WATER: STORM: SEWER: POWER: GAS: FIRE: POLICE: SCHOOL: PARKS: PHONE: WASTE DISPOSAL: CABLE: SHEET INDEX 100 COVER SHEET 101 GENERAL NOTES 102 CONDITIONS OF APPROVAL 103 EXISTING CONDITIONS AND DEMOLITION PLAN 104 SITE PLAN 105 COMPOSITE UTILITY PLAN 106 GRADING PLAN 107 GRADING SECTIONS 108 WALL GRADING DETAILS 109 KEYSTONE WALL DETAILS 200 SW BUTTE TERRACE STREET PLAN & PROFILE CR1 CR1 - SW BUTTE TERRACE & SW MURDOCK (NW) CR2 CR2 - SW BUTTE TERRACE & SW MURDOCK (NE) CR3 CURB RETURN - SW BUTTE TERRACE (W) CR4 CURB RETURN - SW BUTTE TERRACE (E) D2.01 STREET DETAILS D2.02 STREET DETAILS 2 300 SDLN-1 PLAN & PROFILE 301 SDLN-2 & SDLN-3 PLAN & PROFILE 302 SDLN-4 PLAN & PROFILE 303 MURDOCK CULVERT PLAN & PROFILE D3.01 STORM DETAILS D3.02 STORM DETAILS (2) D3.03 STORM DETAILS (3) D3.04 STORM DETAILS (4) D3.05 STORM DETAILS (5) 400 SSLN-A PLAN & PROFILE D4.01 SANITARY SEWER DETAILS D4.02 SANITARY SEWER DETAILS (2) 500 WATER PLAN D5.01 WATER DETAILS SS1 SIGNAGE AND STIPING PLAN L1.01 TREE CANOPY SITE PAN L1.02 TREE CANOPY NOTES & DETAILS L1.03 TREE CANOPY NOTES & DETAILS L2.01 WATER QUALITY FACILITY PLANTING PLAN L2.02 WATER QUALITY FACILITY NOTES & DETAILS L3.01 PLANTING DETAILS EC1.0 COVER SHEET EC2.0 NOTES SHEET EC3.0 EXISTING CONDITIONS AND DEMOLITION PLAN EC4.0 RUNOFF CONTROL PLAN EC5.0 SITE IMPROVEMENTS PLAN EC6.0 VERTICAL CONSTRUCTION & SITE STABILIZATION PLAN EC7.0 ESC DETAILS EC7.1 ESC DETAILS (2) EL1 STREET LIGHTING PLAN S0.1 Foundation Plan S0.2 Foundation Plan SW 1 0 3 R D A V E N U E SW LADY MARION DRIVE SW 1 0 0 T H A V E N U E SW MURDOCK STREET SW SATTLER STREET SW HOODVIEW DRIVE ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0001 THROUGH 952-001-0100. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 PROJECT SITE These As-Built Drawings have been prepared based upon red-lined plan information provided by the construction contractor, field survey of manholes, mainlines and service lateral location markers for both sanitary and storm utilities, construction staking field notes (when applicable) and field changes noted during construction inspections. The location and elevation of underground utilities shown herein are approximate only and must be field verified prior to any connection thereto or excavation in the immediate vicinity thereof. N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 1 0 1 - 1 0 2 G E N E R A L N O T E S . d w g - S H E E T : 1 0 1 G E N E R A L N O T E S A p r 2 9 , 2 0 2 4 - 2 : 3 4 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: GENERAL NOTES 101 1. ALL PUBLIC STREETS SHALL BE CONSTRUCTED AS PER THE APPLICABLE SECTIONS OF THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2008. 2. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. 3. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASES. 4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) TESTED IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED TO THE JOB SITE MEET OR EXCEED WASHINGTON COUNTY SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER. 5. A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCING WORK, WITH YOUR CWS INSPECTOR. (INSPECTION HOT LINE # (503) 681-4444) & CITY OF TIGARD ENGINEERING & CONSTRUCTION SERVICES INSPECTOR. 6. ABANDON WELLS AND DRAIN FIELDS ONSITE MUST COMPLY WITH OREGON DEPT. OF WATER RESOURCES' REQUIREMENTS. 7. CONSTRUCTION RELATED TO CWS PERMITTING TO BE IN ACCORDANCE WITH R&O 19-22 (CWS). 8. NO STORAGE OF EQUIPMENT OR MATERIALS IN RIGHT-OF -WAY, MUST FOLLOW CONSTRUCTION PARKING PLAN PER CONDITIONS OF APPROVAL. 9. TRENCHES IN ROADWAY LEFT OVERNIGHT REQUIRE A 2" TEMPORARY HOT MIX SURFACE OR LEVEL STEEL PLATE. GENERAL 1. ALL TREES, BRUSH AND DEBRIS WITHIN LIMITS OF THE RIGHT-OF-WAY AND ON THE LOTS TO BE FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF ON THE SITE IN AREAS DESIGNATED BY THE ENGINEER. PER GEOTECH'S RECOMMENDATIONS. 3. IF SPRINGS OR GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. 4. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1 1/2"-0" CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED PER GEOTECHNICAL RECOMMENDATIONS. 5. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. STREETS 1.ALL JOINTS TO BE RESTRAINED. 2.OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. 3.OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. 4.THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLAN ON THE CONSTRUCTION SITE AT ALL TIMES. 5.ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. 6.ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. 7.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE “TYTON” JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. 8.COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36”. BACKFILL SHALL BE ¾”-0” GRAVEL. 9.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36” OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 10.POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) 11.A 4X4X8'-0”, PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2” WATER SERVICE LOCATION AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2” IPT TEE AND 2” IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 12.FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6” FLG. (FLANGE) TEE, 6” FLG. X MJ GATE VALVE, 6” MJ X MJ HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6” MJ, 5 1/4” MVO, 3 PORT (2-2 1/2” NST HOSE CONNECTION, 1-4 1/2” NST PUMPER,) 1 ½” PENTAGON OPERATING NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION. 13.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 ½ CUBIC YARDS OF CRUSHED 2”-3/4” DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH COVER. 14.ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE INCASED IN A REINFORCED CONCRETE JACKET 6” THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18” OF SEPARATION BELOW THE WATER LINE. 15.ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. 16.UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40 - 50 MG/L (MILLIGRAMS PER LITER.) THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY A TRAINED TIGARD WATER WORKER. 17.PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2”-0” BURY, WITH A ¾” FIPT (FEMALE IRON PIPE THREAD) INLET, AND A ¾” UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS AND A ¼” BALL VALVE SHALL BE PROVIDED IN PLACE OF THE ¼” PET COCK ON THE VENT PIPE. 18.WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS.) ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO THE TPW WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. WATER CONSTRUCTION NOTES 1.THE GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE CONSTRUCTION-DEVELOPMENT PLAN SET. 2.SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 3.EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 4.EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T_180 COMPACTION TEST. 5.STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LYING INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 1½" -- 03/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. 6.THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. 7.THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. 8.IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 9.THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. 10.EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION, ETC.). GRADING NOTES 1.ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED. 2.ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM, DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED ON THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM PROPERTY LINES. 3.ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. 4.STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D-3034 (SDR 35). 5.BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER ASSHTO T-99 IN PAVED OR STRUCTURAL FULL AREAS. MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTUAL FILL AREAS IS 90%. 6.STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE REQUIREMENTS OF CLEAN WATER SERVCES. TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL - OREGON CHAPTER IS REQUIRED. ALL SOTRM SEWER LINES MUST BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING. 7.THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2”X4” MARKER EXTENDING A MINIMUM 12” ABOVE THE GROUND WITH THE END PAINTED IN WHITE. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST). STORM AND SANITARY SEWERS 8.NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. 9.STORM LATERALS WILL BE 4” DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. 10.ALL STORM LATERAL LOCATIONS SHALL BE STAMPED “D” IN THE CURB. 11.SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 8 (TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF THE CLEAN WATER SERVICES “DESIGN AND CONSTRUCTION STANDARDS”. 12.SANITARY LATERALS WILL BE 4” DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. 13.ALL SANITARY LATERALS SHALL BE STAMPED “S” IN THE CURB. 14.THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2”X4” MARKER EXTENDING A MINIMUM 12” ABOVE THE GROUND WITH THE END PAINTED GREEN. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST). 15.ONLY STANDARD RISERS WILL BE PERMITTED ON ALL STORM AND SANITRAY MANHOLE IN PAVED AREAS. STORM AND SANITARY SEWERS CONTINUED CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS 1.THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. 2.THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. 3.TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 4.PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. 5.ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 6.ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 7.TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 8.PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. 9.HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. 10.TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT LEAST 2” OF HOT MIX ASPHALT. 11.MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. 12.THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 13.BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. 14.THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. 15.A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 16.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 17.THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 18.EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 19.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. 20.EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 21.OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. 22.CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 23.A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 24.WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. 25.ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION, THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. 26.A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 26.THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) 27.THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. 28.THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 29.EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 30.THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. 31.THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 32.THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 33.IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 34.BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. 35.(PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. 36.(PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 1 0 1 - 1 0 2 G E N E R A L N O T E S . d w g - S H E E T : 1 0 2 C O A A p r 2 9 , 2 0 2 4 - 2 : 3 4 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: CONDITIONS OF APPROVAL 102 THE FOLLOWING CONDITIONS MUST BE SATISFIED PRIOR TO BUILDING PERMIT SUBMTTAL: 1.PRIOR TO BUILDING PERMIT SUBMITTAL, THE APPLICANT MUST SUBMIT AN APPLICATION FOR APPROVAL OF STREET NAMES OR ADDRESSES AND MUST PAY THE ADDRESSING FEE. THE ADDRESS FEE MUST BE ASSESSED IN ACCORDANCE WITH THE CURRENT MASTER FEE SCHEDULE. CONTACT OSCAR CONTRERAS WITH ENGINEERING DIVISION AT 503-718-2678 OR OSCARC@TIGARDOR.GOV . THE FOLLOWING CONDITIONS MUST BE SATISFIED PRIOR TO COMMENCING ANY SITE WORK: THE APPLICANT MUST PREPARE A COVER LETTER AND SUBMIT IT, ALONG WITH ANY SUPPORTING DOCUMENTS AND/OR PLANS THAT ADDRESS THE FOLLOWING REQUIREMENTS TO THE PLANNING DIVISION, ATTN: AGNES LINDOR (503)718-2429 OR AGNESL@TIGARD-OR.GOV . THE COVER LETTER SHOULD CLEARLY IDENTIFY WHERE IN THE SUBMITTAL THE REQUIRED INFORMATION IS FOUND: 2.PRIOR TO COMMENCING ANY SITE WORK, THE PROJECT ARBORIST MUST PERFORM A SITE INSPECTION FOR TREE PROTECTION MEASURES, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN, AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. 3.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST PROVIDE A FEE TO COVER THE CITY’S COST OF COLLECTING AND PROCESSING THE INVENTORY DATA FOR THE ENTIRE URBAN FORESTRY PLAN (URBAN FORESTRY MANUAL, SECTION 11, PART 3). THIS FEE AMOUNT WILL BE FOR PRESERVED AND NEWLY PLANTED TREES. 4.THE PROJECT ARBORIST MUST PERFORM SEMIMONTHLY (TWICE MONTHLY) SITE INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF ACTIVE SITE DEVELOPMENT AND CONSTRUCTION, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN, AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. THE APPLICANT MUST PREPARE A COVER LETTER AND SUBMIT IT, ALONG WITH ANY SUPPORTING DOCUMENTS AND/OR PLANS THAT ADDRESS THE FOLLOWING REQUIREMENTS TO THE ENGINEERING DIVISION, ATTN: JOE WISNIEWSKI, CITY ENGINEER AT (503) 718-2433 OR JOEW@TIGARD-OR.GOV . THE COVER LETTER SHOULD CLEARLY IDENTIFY WHERE IN THE SUBMITTAL THE REQUIRED INFORMATION IS FOUND: 5.IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURE MUST BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: • CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS • CLEAN WATER SERVICES (CWS) DESIGN AND CONSTRUCTION STANDARDS • TIGARD COMMUNITY DEVELOPMENT CODES, MUNICIPAL CODES • TUALATIN VALLEY FIRE AND RESCUE (TVF&R) FIRE CODES • OTHER APPLICABLE COUNTY, STATE, AND FEDERAL CODES AND STANDARD GUIDELINES 6.IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURE ARE SUBJECT TO THE CITY ENGINEER’S REVIEW, MODIFICATION, AND APPROVAL PRIOR TO THE APPLICANT RECEIVING A PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT AND COMMENCING ANY SITE WORK. 7.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT A PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT TO COVER ALL IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURE. FOUR (4) SETS OF DETAILED PUBLIC IMPROVEMENT PLANS MUST BE SUBMITTED FOR REVIEW TO THE ENGINEERING DEPARTMENT. AN ENGINEERING COST ESTIMATE OF IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURE (INCLUDING BUT NOT LIMITED TO: STREETS, GRADING, PUBLIC UTILITIES, STORMWATER FACILITIES, STREETLIGHTS, AND FRANCHISE UTILITIES) IS REQUIRED AT THE TIME OF PFI PERMIT SUBMITTAL. WHEN THE WATER SYSTEM IS UNDER THE CITY OF TIGARD JURISDICTION, AN ENGINEERING COST ESTIMATE OF WATER IMPROVEMENTS MUST BE LISTED AS A SEPARATE LINE ITEM FROM THE TOTAL ENGINEERING COST ESTIMATE. NOTE: THESE PLANS ARE IN ADDITION TO ANY DRAWINGS REQUIRED BY THE BUILDING DIVISION AND SHOULD ONLY INCLUDE SHEETS RELEVANT TO IMPROVEMENT ASSOCIATED WITH PUBLIC INFRASTRUCTURE. PFI PERMIT PLANS MUST CONFORM TO CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, WHICH ARE AVAILABLE AT CITY HALL AND THE CITY’S WEB PAGE ( WWW.TIGARD-OR.GOV ). 8.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT MUST SUBMIT PLANS SHOWING THE FOLLOWING REQUIRED STREET IMPROVEMENTS TO ENGINEERING FOR CITY REVIEW AND APPROVAL: SW MURDOCK STREET (NEIGHBORHOOD ROUTE, HALF-STREET IMPROVEMENTS): • 27’ MINIMUM RIGHT-OF-WAY DEDICATION FROM CENTERLINE • 16’ MINIMUM PAVED WIDTH PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND DETAILS AT TIME OF APPLICATION FOR PFI PERMIT. • 5.5’ PLANTER STRIP (WITH CURB) • 5’ SIDEWALK • 0.5’ PUBLIC ACCESS STRIP • STREET TREES • 8’ PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY • CURB RETURNS, SIDEWALKS AND ADA RAMPS REQUIRED TO BE CONSTRUCTED AT THE INTERSECTION OF SW MURDOCK STREET WITH SW BUTTE TERRACE SW BUTTE TERRACE (LOCAL RESIDENTIAL STREET, FULL-STREET IMPROVEMENTS, “SECTION A” ON CIRCULATION PLAN SHEET 11): • 50’ MINIMUM RIGHT-OF-WAY DEDICATION (TOTAL) • 5’ PUBLIC PEDESTRIAN ACCESS EASEMENT O 32’ MINIMUM PAVED WIDTH PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND DETAILS AT TIME OF APPLICATION FOR PFI PERMIT. • (2) 0.5’ CURB • (2) 5’ PLANTER STRIP • (2) 5’ SIDEWALK • (2) 0.5 FEET PUBLIC ACCESS BEHIND SIDEWALK • STREET TREES • STREET LIGHTING ALONG SW BUTTE TERRACE, AND INCLUDING THE INTERSECTION WITH SW MURDOCK STREET. • 8’ PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY • CUL-DE-SAC BULB MINIMUM REQUIREMENTS FOR SW BUTTE TERRACE TERMINUS IN ACCORDANCE WITH CDC 18.910.30.E. FOR MINIMUM RIGHTS-OF-WAY AND STREET WIDTHS SW BUTTE TERRACE (LOCAL RESIDENTIAL STREET, FULL-STREET IMPROVEMENTS, “SECTION B” ON CIRCULATION PLAN SHEET 11): • 50’ MINIMUM RIGHT-OF-WAY DEDICATION (TOTAL) O 24’ MINIMUM PAVED WIDTH PAVEMENT SECTION MUST MEET CURRENT PUBLIC IMPROVEMENT DESIGN STANDARDS AND DETAILS AT TIME OF APPLICATION FOR PFI PERMIT. • (2) 0.5’ CURB • (2) 6’ PLANTER STRIP • (2) 6’ SIDEWALK, CURB-TIGHT • (2) 0.5 FEET PUBLIC ACCESS BEHIND SIDEWALK • STREET TREES • STREET LIGHTING • 8’ PUBLIC UTILITY EASEMENT ACROSS ROAD FRONTAGE, OUTSIDE OF RIGHT-OF-WAY 9.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT THE EXACT LEGAL NAME, ADDRESS AND TELEPHONE NUMBER OF THE INDIVIDUAL OR CORPORATE ENTITY WHO WILL BE DESIGNATED AS THE “PERMITTEE”, AND WHO WILL PROVIDE THE FINANCIAL ASSURANCE FOR THE PUBLIC IMPROVEMENTS. SPECIFY IF THE ENTITY IS A CORPORATION, LIMITED PARTNERSHIP, LLC, ETC. AND THE STATE WITHIN WHICH THE ENTITY IS INCORPORATED AND PROVIDE THE NAME OF THE CORPORATE CONTACT PERSON. FAILURE TO PROVIDE ACCURATE INFORMATION WILL DELAY PROCESSING OF PROJECT DOCUMENTS. 10.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST PROVIDE A CONSTRUCTION VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE PURPOSE OF THIS PLAN IS FOR PARKING AND TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING MUST BE PROVIDED ONSITE. NO CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION AND MUST INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. 11.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT MUST PROVIDE A PHOTOMETRIC ANALYSIS FOR THE REVIEW AND APPROVAL. THE APPLICANT MUST SUBMIT PLANS SHOWING THE LOCATION OF STREETLIGHTS AND THE TYPE AND COLOR OF POLE AND LIGHT FIXTURE FOR REVIEW AND APPROVAL. PHOTOMETRIC ANALYSIS WILL FOLLOW THE RECOMMENDED VALUES AND REQUIREMENTS DESCRIBED IN ANSI/IESNA. ALL PUBLIC STREETLIGHTS MUST BE PGE OPTION B. 12.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT SITE PLANS AND A FINAL STORM DRAINAGE REPORT AS PART OF THE PFI PERMIT INDICATING HOW RUN-OFF GENERATED BY THE DEVELOPMENT WILL BE COLLECTED, CONVEYED, TREATED, AND DETAINED FOR REVIEW AND APPROVAL. THE STORM DRAINAGE REPORT MUST BE PREPARED AND INCLUDE A MAINTENANCE PLAN IN ACCORDANCE WITH CWS DESIGN AND CONSTRUCTION STANDARDS AND THE CITY OF TIGARD STANDARDS. 13.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST OBTAIN A CWS STORMWATER CONNECTION AUTHORIZATION PRIOR TO ISSUANCE OF THE CITY OF TIGARD PFI PERMIT. PLANS MUST BE SUBMITTED TO THE CITY OF TIGARD FOR REVIEW. THE CITY WILL FORWARD PLANS TO CWS AFTER PRELIMINARY REVIEW. 14.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT SITE PLANS AS PART OF THE PFI PERMIT SHOWING THE PROPOSED SANITARY SEWER SYSTEM AND ASSOCIATED FACILITIES TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF TIGARD AND CWS DESIGN AND CONSTRUCTION STANDARDS. 15.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT SITE PLANS AS PART OF THE PFI PERMIT SHOWING ALL PROPOSED AND/OR EXTENSIONS OF PUBLIC WATER LINES, HYDRANTS, AND WATER SERVICES TO BE DESIGNED IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS FOR REVIEW AND APPROVAL. 16.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST PROVIDE WRITTEN APPROVAL FROM TVF&R FOR FIRE FLOW, HYDRANT PLACEMENT, AND EMERGENCY VEHICULAR ACCESS AND TURN AROUND. 17.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT ALL PUBLIC UTILITY EASEMENTS, JOINT ACCESS EASEMENTS, PUBLIC ACCESS EASEMENTS AND MAINTENANCE AGREEMENTS FOR REVIEW AND APPROVAL. 18.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT AN EROSION CONTROL PLAN AS PART OF THE PFI PERMIT. THE PLAN MUST CONFORM TO THE "CWS EROSION PREVENTION AND SEDIMENT CONTROL DESIGN AND PLANNING MANUAL” (CURRENT EDITION). 19.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT A FINAL GRADING PLAN SHOWING THE EXISTING AND PROPOSED CONTOURS. THE PLAN MUST DETAIL THE PROVISIONS FOR SURFACE DRAINAGE OF ALL LOTS AND SHOW THAT THEY WILL BE GRADED TO ENSURE THAT SURFACE DRAINAGE IS DIRECTED TO THE STREET OR A PUBLIC STORM DRAINAGE SYSTEM APPROVED BY THE ENGINEERING DIVISION. THE DESIGN ENGINEER MUST INDICATE, ON THE GRADING PLAN, WHICH LOTS WILL HAVE NATURAL SLOPES BETWEEN 10 PERCENT AND 20 PERCENT, AS WELL AS LOTS THAT WILL HAVE NATURAL SLOPES IN EXCESS OF 20 PERCENT. THIS INFORMATION WILL BE NECESSARY IN DETERMINING IF SPECIAL GRADING INSPECTIONS AND/OR PERMITS WILL BE NECESSARY. 20.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST PROVIDE A PERFORMANCE BOND FOR ALL PUBLIC IMPROVEMENTS AND PRIVATE STORMWATER TREATMENT FACILITIES ASSOCIATED WITH THE DEVELOPMENT. 21.PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST SUBMIT A PRELIMINARY SIGHT DISTANCE CERTIFICATION FOR REVIEW AND APPROVAL. CONDITIONS OF APPROVAL 345 350 35 5 360 365 370 346 34 7 348 349 35 1 352 353 354 356 357 358 359 361 362 363 364 366 367 368 369 371 372 EXISTING BUILDING, TO BE REMOVED EXISTING SHED OWNED BY ADJACENT OWNER, TO BE REMOVED OR RELOCATED EXISTING GRAVEL DRIVEWAY, TO BE REMOVED EXISTING DITCH TO BE FILLED EXISTING FUTURE STREET RIGHT-OF-WAY TO BE REMOVED WITH PLATTING EXISTING PAVEMENT, TO BE REMOVED EXISTING FENCE, TO REMAIN EXISTING FENCE, TO REMAIN EXISTING CHAIN LINK FENCE, TO REMAIN EXISTING FENCE, TO REMAIN EXISTING CHAIN LINK FENCE, TO REMAIN EXISTING CHAIN LINK FENCE, TO REMAIN EXISTING CONCRETE RETAINING WALL WITH CHAIN LINK FENCE, TO REMAIN EXISTING CULVERT, TO REMAIN EXISTING STORM OUTFALL, TO REMAIN EXISTING TREE, TO BE REMOVED EXISTING TREE, TO BE REMOVED EXISTING TREES, TO BE REMOVED EXISTING TREES, TO BE REMOVED EXISTING TREES, TO BE REMOVED EXISTING 10.00' STORM DRAINAGE EASEMENT, TO BE VACATED EXISTING 5.00' STORM SEWER, STORM DRAINAGE, AND UTILITY EASEMENT TO BE VACATED EXISTING 5.00' STORM SEWER, STORM DRAINAGE, AND UTILITY EASEMENT 3 5 0 35 5 36 0 3 6 5 3 5 1 3 5 2 35 3 35 4 35 6 35 7 35 8 35 9 36 1 36 2 36 3 3 6 4 36 6 36 7 36 8 369 360 365 370 37 5 357 358 359 361 362 363 364 366 367 368 369 371 372 37 3 37 4 3 7 6 37 7 3 6 0 3 6 5 36 1 36 2 36 3 3 6 4 360 365 37 0 35 6 357 358 359 361 362 363 364 366 367 368 369 SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) SEE DETAIL, THIS SHEET EXISTING CULVERT AND HEADWALLS TO BE REMOVED XXXXXXXXXXXX X X X X XX XX XX XX XX XX XX XX XXXXXX X X XXXX 370 368 369 371 EXISTING GAS RISER TO BE RELOCATEDEXISTING POLE & GUY ANCHOR TO BE RELOCATED EXISTING MAILBOXES TO BE RELOCATED/REMOVED EXISTING UNDERGROUND UTILITIES TO REMAIN. UTILITIES TO BE PROTECTED DURING CONSTRUCTION. XX X X XX N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 1 0 3 E X C O N - D E M O . d w g - S H E E T : 1 0 3 E X I S T I N G C O N D I T I O N S A N D D E M O L I T I O N P L A N J u n 1 0 , 2 0 2 4 - 1 0 : 5 8 a m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: EXISTING CONDITIONS AND DEMOLITION PLAN 103 EXISTING CONDITIONS AND DEMOLITION PLAN HORIZ SCALE: 1" = 30' SCALE 1 INCH = 30 FEET 30 15 3000 EX TREES TO REMAIN GRADING LIMITS WATTLES BIO-BAG PROTECTION SEDIMENT FENCE EX AIR RELEASE VALVE EX BLOW-OFF EX WATER VALVE EX WATER METER EX FIRE HYDRANT EX STORM CLEANOUT EX AREA DRAIN EX SANITARY CLEANOUT EX STORM MANHOLE EX SANITARY MANHOLE EX BURIED POWER LINE EX GAS LINE EX WATER LINE EX STORM DRAIN EX SANITARY SEWER EASEMENT LINES EX OVERHEAD POWER LINE EX TELEPHONE LINE EX CABLE TV LINE EX GAS RISER XT XOH XG XE XCOM LEGEND EX 2-FOOT CONTOURS EX 10-FOOT CONTOURS EXISTING FENCEX EX LIGHT POLE DRAINAGE DIRECTION EXISTING RIGHT-OF-WAY EXISTING SIDEWALK EXISTING CENTERLINE EXISTING PROPERTY LINE EXISTING BOUNDARY LINE S C S D EX CURB INLET EXISTING ELECTRIC VAULTPGE 644 G TREE PROTECTION FENCING GRAVEL CONSTRUCTION ENTRANCE EX TREES TO BE REMOVED EX TREES TO REMAIN H Y D XX EXISTING CONDITIONS AND DEMOLITION DETAIL HORIZ SCALE: 1" = 10' MORGAN HOLEN & ASSOCIATES, LLC. MORGAN HOLEN, CONSULTING ARBORIST [P] 971-409-9354 [E] MORGAN@MHOLEN.COM PROJECT ARBORIST: I, MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION AND REMOVAL SITE PLAN MEETS THE REQUIREMENTS IN UFM SECTION 10, PART 1. MORGAN HOLEN, CONSULTING ARBORIST ISA BOARD CERTIFIED MASTER ARBORIST (PN-6145B) ISA TREE RISK ASSESSMENT QUALIFIED DATE: DRIP LINE CRITICAL ROOT ZONE (NOT TO SCALE) TREE PROTECTION DETAIL 8' TYP TO BE PROTECTED FENCE SHALL IDEALLY BE LOCATED AT THE OUTER PERIMETER OF THE CRITICAL ROOT ZONE. SEE TREE PROTECTION PLAN THIS SHEET 6' CHAIN LINK FENCING. 2" MESH CHAIN LINK SECURED TO 1-1/2" DIA STEEL OR ALUMINUM POSTS TREE PROTECTION SPECIFICATIONS 1.TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) SHALL BE ESTABLISHED AT THE DRIPLINE OF PROTECTED TREES AS A MINIMUM. PROTECTION FENCING SHALL BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITY AND REMAIN IN PLACE AND IN GOOD REPAIR UNTIL WORK IS COMPLETED IN THIS AREA. 2.PROTECTION FENCING. TREE PROTECTION FENCING SHALL CONSIST OF 5-FOOT TALL 2-INCH MESH CHAIN LINK OR WELDED WIRE FENCING SECURED TO 1.5-INCH DIAMETER STEEL OR ALUMINUM POSTS PLACED NO FURTHER THAN 8-FEET ON CENTER AND SHALL BE INSTALLED AT THE EDGE OF THE TPZ. 3.PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. 4.TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE PROJECT ARBORIST. 5.STORAGE OF MATERIAL OR EQUIPMENT. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT WITHIN THE TPZ. 6.TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY THE LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREE PROTECTION MEASURES AT LEAST ONCE EVERY OTHER WEEK WHEN WORK IS ON-GOING NEAR THE TREE PROTECTION ZONE, AND PROVIDE WRITTEN REPORTS TO THE CITY FOLLOWING EACH INSPECTION. 7.FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST SHALL PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN AND PROTECT THE REMAINING TREES AND CONFIRM THAT NEW TREES HAVE BEEN PLANTED IN ACCORDANCE WITH THE APPROVED TREE CANOPY SITE PLAN. ORANGE CONSTRUCTION FENCE A 2.50% TRAVEL 20' SWPARKING 6'5' 50' R.O.W. 32' PAVEMENT LC R/W PLANT. 5' 2.50% R/W PUE 10' PLANT. 5' SW 5' 1 104CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MA X .5:1 MAX. TC = CL + 0.05'TC = CL + 0.05' PARKING 6' 0.5'0.5' LOCAL RESIDENTIAL - CITY OF TIGARD PARKING ON BOTH SIDES EASMENT SIDEWALK 5.0'5.0' PUE 10' EASMENT SIDEWALK 2 10 34 11 5 12 7 8 1 9 6 TRACT A A B SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) SW BUTTE TERRACE ROW R54.00' 50.00' ROW DEDICATION 15.00' PUBLIC STORM DRAINAGE EASEMENT 5.00' STORM SEWER, STORM DRAINAGE, & UTILITY EASEMENT 5.00' STORM SEWER, STORM DRAINAGE, & UTILITY EASEMENT 5.00' STORM SEWER, STORM DRAINAGE, & UTILITY EASEMENT 6.00' SIDEWALK 5.00' SIDEWALK 5.00' SIDEWALK 5.00' PLANTER 6.00' SIDEWALK 5.00' PUBLIC SIDEWALK EASEMENT, TYP. 13.00' PUE, TYP. 5.00' PUBLIC SIDEWALK EASEMENT, TYP. 5.00' PUBLIC SIDEWALK EASEMENT, TYP. 10.00' PUE, TYP. 10.00' PUE, TYP. 5.00' PLANTER 5.00' WALL MAINTENANCE EASEMENT 5.00' WALL MAINTENANCE EASEMENT 2.50% TRAVEL 12' TRAVEL 12'6.5' 50' R.O.W. 24' PAVEMENT LC R/W SW 6' CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. TC = CL + 0.15' 2.50% 6.5' R/W SW 6' TC = CL + 0.15' LOCAL RESIDENTIAL - CITY OF TIGARD SKINNY STREET OPTION NO PARKINGB 0.5'0.5' 2 104 LINE TABLE LINE # L1 L2 L3 LENGTH 175.01' 165.73' 47.99' BEARING S0° 16' 41"W S0° 48' 47"W S0° 48' 47"W CURVE TABLE CURVE # C1 C2 RADIUS 166.00' 166.00' LENGTH 92.74' 91.19' CHORD DIRECTION S16° 17' 02"W S16° 33' 05"W N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 1 0 4 S I T E P L A N . d w g - S H E E T : 1 0 4 S I T E P L A N J u n 1 0 , 2 0 2 4 - 1 1 : 5 7 a m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SITE PLAN HORIZ SCALE: 1" = 30' SCALE 1 INCH = 30 FEET 30 15 3000 PAVEMENT SECTION NOT TO SCALE1 COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 17" BASE ROCK 5"- (3/4"-0) LEVELING COURSE 12"- (1 1/2"-0) AGGREGATE BASE 95% OF MODIFIED PROCTOR ASTM D1557 GEOTEXTILE PAVING FABRIC WET WEATHER / NON COMPACTED SECTION: 6" OVER-EXCAVATION TO ACCOMMODATE A WORKING SUBBASE OF ADDITIONAL 1-1/2"-0 CRUSHED ROCK. MIRAFI 500X GEOTEXTILE FABRIC OR EQUIV. SHALL BE PLACED ON SUBGRADE PRIOR TO ROCK. SITE PLAN 104 EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY PROPOSED SIDEWALK PROPOSED A.C. PAVING LEGEND PROPOSED SIDEWALK BY OTHERS EXISTING SIDEWALK PROPOSED CURB AND GUTTER PROPOSED CENTERLINE EXISTING CENTERLINE PROPOSED HANDICAP RAMP PROPOSED PUBLIC UTILITY EASEMENT PROPOSED BUILDING SETBACK PROPOSED PROPERTY LINE EXISTING PROPERTY LINE EXISTING BOUNDARY LINE PROPOSED HANDICAP RAMP 8" PAVEMENT SECTION 2" ASPHALT WEARING COURSE 6" ASPHALT BASE COURSE LEVEL 2, 1/2" DENSE GRADED HMAC - TWO LIFTS COMPACTED TO 92% OF AASHTO T-209 COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 16" BASE ROCK 4"- (3/4"-0) LEVELING COURSE 12"- (1 1/2"-0) AGGREGATE BASE 95% OF MODIFIED PROCTOR ASTM D1557 GEOTEXTILE PAVING FABRIC 5" PAVEMENT SECTION 2" ASPHALT WEARING COURSE 3" ASPHALT BASE COURSE LEVEL 2, 1/2" DENSE GRADED HMAC - TWO LIFTS COMPACTED TO 92% OF AASHTO T-209 PAVEMENT SECTION NOT TO SCALE2 WET WEATHER / NON COMPACTED SECTION: 6" OVER-EXCAVATION TO ACCOMMODATE A WORKING SUBBASE OF ADDITIONAL 1-1/2"-0 CRUSHED ROCK. MIRAFI 500X GEOTEXTILE FABRIC OR EQUIV. SHALL BE PLACED ON SUBGRADE PRIOR TO ROCK. SW MURDOCK - NEIGHBORHOOD ROUTE SW BUTTE TERRACE - LOCAL RESIDENTIAL PGE 644 PG E 64 4 2+003+00 4+00 5+006+006+73 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 S D S D S D SD SD SD S D S D S D SD SD SDSDSD S D S D SD S D SSSS SS SS SSSSSSSSSSSS S S S S S S S D S D S D S D S D S S S S S S S S S S S S S S WWWWW W W W W WWWWWWW SDMH #4A SDMH #3C SDMH #1C SDMH #2A 60IN FC SDMH #1B SDMH #1D SDMH #3E SDMH #1E SDMH #1F SDMH #1G SDMH #1A SSLN SEE SHEET PUBLIC A 400 SDMH #2B SDMH #2C SEE SHEET PUBLIC WATER 500 SDLN SEE SHEET PUBLIC 1 300 2 10 3 TRACT A 4 11 5 12 7 8 1 9 6 SSMH #A4 SSMH #A3 SSMH #A1 SSMH #A2 SDMH #3D SDLN SEE SHEET PUBLIC 2 301 SDLN SEE SHEET PUBLIC 3 301 SDLN SEE SHEET PUBLIC 4 302 SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) SW BUTTE TERRACE 10.00' PUE, TYP. 10.00' PUE, TYP. S D 15.00' PUBLIC STORM DRAINAGE EASEMENT 5.00' WALL MAINTENANCE EASEMENT 5.00' STORM SEWER, STORM DRAINAGE, & UTILITY EASEMENT 5.00' STORM SEWER, STORM DRAINAGE, & UTILITY EASEMENT SDLN SEE SHEET PUBLIC 3 302 SDLN SEE SHEET PUBLIC 2 302 SDMH #3B 60IN WQ S S S S S S S S S S S S S EXISTING CMP CULVERT EXISTING 10" CPP CULVERT S D S D SDAD #5A SDLN SEE SHEET PUBLIC 5 303 S S S S S S S S SDAD #5B SSMH #A1.1 5.00' WALL MAINTENANCE EASEMENT 13.00' PUE, TYP. 13.00' PUE, TYP. N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 1 0 5 C O M P P L A N . d w g - S H E E T : 1 0 5 C O M P O S I T E U T I L I T Y P L A N J u n 1 0 , 2 0 2 4 - 1 1 : 5 7 a m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: COMPOSITE UTILITY PLAN HORIZ SCALE: 1" = 30' SCALE 1 INCH = 30 FEET 30 15 3000 COMPOSITE UTILITY PLAN 105 PROPOSED THRUST BLOCK EX THRUST BLOCK PROPOSED AIR RELEASE VALVE EX AIR RELEASE VALVE PROPOSED BLOW-OFF EX BLOW-OFF PROPOSED WATER VALVE EX WATER VALVE PROPOSED WATER METER EX WATER METER PROPOSED FIRE HYDRANT EX FIRE HYDRANT PROPOSED STORM CLEANOUT EX STORM CLEANOUT EX CATCH BASIN PROPOSED SANITARY CLEANOUT EX SANITARY CLEANOUT EX STORM MANHOLE PROPOSED CATCH BASIN PROPOSED STORM MANHOLE EX SANITARY MANHOLE PROPOSED SANITARY MANHOLE EX BURIED POWER LINE EX GAS LINE PROPOSED WATER LINE EX WATER LINE EX STORM DRAIN PROPOSED STORM DRAIN EX SANITARY SEWER PROPOSED SANITARY SEWER EASEMENT LINES EX OVERHEAD POWER LINE EX TELEPHONE LINE EX CABLE TV LINE EX GAS VALVE EX CABLE RISER EX TELEPHONE RISERTR C S C D S C XT S C XCOM XOH XE W XG LEGEND SS SD S HY D PROPOSED GAS VALVE 2+003+00 4+00 5+006+006+73 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 S D S D S D SD SD SD S D S D S D SD SD SDSDSD S D S D SD S D SSSS SS SS SSSSSSSSSSSS S S S S S S WWWWW W W W W WWWWWWW TR A C T A A 7+001+00 2+00 3+00 4+00 5+00 6+00 A CB B C 5+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 36 1 36 2 3 6 3 36 4 36 4 355 360 354 356 357 358 359 361 3 6 2 35 5 360 3 5 4 35 6 35 7 35 8 35 9 361362 3 5 034 6 34 7 34 8 34 9 3 5 1 3 5 2 3 5 3 3 5 3 3 5 4 360 36 1 362 36 3 364 361 36 1 36 2 362 3 6 3 363 360 36 1 362 3 6 3 361 362 363 36 5 3 7 0 361 362 363 364 36 6 36 7 368 36 9 371 350 355 349 351 352 353 354 350 355 360 351 352 353 354 356 357 358 359 365 370 364366367368369 371 365 370 363364366367368369 371372 365370364366367368369 SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) SW BUTTE TERRACE 350 348349 351352353 SEE WALL GRADING DETAIL B, SHEET 108 EXISTING WALL LOT 2 LOT 10 LOT 3 LOT 4 LOT 11 LOT 5 LOT 12 LOT 7 LOT 8 LOT 1 LOT 9 LOT 6 D 1+ 0 0 1+ 9 0 D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S 35 5 35 4 35 3 35 2 35 1 35 0 349 34 8 34 7 346 345 35 6 35 7 358 359 360 361 362 363 364 365 366 367 368 36 9 370 36 0 360 365 36 5 370 358 358 359 35 9 36 1 361 36 2 362 363 36 3 364 36 4 366 367 368 369 370 366 367 368 369 3 6 5 3 6 6 36 7 368 36 9 370 367 368 369 371 350 355 360 347 348 349 351 352 353 354 356 357 358 359 350 347 348 349 351 S D S D S S S S S S S S SEE WALL GRADING DETAIL A, SHEET 107 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 1 0 6 - 1 0 8 G R A D I N G P L A N . d w g - S H E E T : 1 3 0 0 0 9 - 1 0 6 G R A D I N G P L A N J u n 1 0 , 2 0 2 4 - 1 1 : 5 8 a m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: GRADING PLAN HORIZ SCALE: 1" = 30' SCALE 1 INCH = 30 FEET 30 15 3000 GRADING PLAN 106 EX TREES TO REMAIN EX 2-FT CONTOUR EX 10-FT CONTOUR FG 2-FT CONTOUR FG 10-FT CONTOUR LEGEND: 324 320 324 320 PROPOSED RETAINING WALL GRADING LIMITS EXISTING FENCE SECTION CUT LINE, SEE SHEET 106 FOR SECTION PROFILES. 340 350 360 370 380 340 350 360 370 380 1+00 2+00 3+00 4+00 5+00 EXISTING GROUND FINISHED GRADE 2:1 MAX SLOPE 3:1 MAX SLOPE 3:1 MAX SLOPE 2:1 MAX SLOPE WQ FACILITY SW BUTTE TERRACE PROPOSED RETAINING WALL LOT 3 TRACT A MAX WATER LEVEL = 354.27 2.0' 2.0' ⅊ ⅊ 340 350 360 370 380 340 350 360 370 380 1+00 2+00 3+00 4+00 5+00 EXISTING GROUND FINISHED GRADE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE SW BUTTE TERRACELOT 5 LOT 9 2.0' ⅊ 2.1' ⅊ 340 350 360 370 340 350 360 370 0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 PROPOSED RETAINING WALL PROPOSED RETAINING WALL 2:1 MAX SLOPE 2:1 MAX SLOPE 3:1 MAX SLOPE3:1 MAX SLOPE 2:1 MAX SLOPE EXISTING GROUND FINISHED GRADE WQ FACILITY TRACT A LOT 8 LOT 9 LOT 10 LOT 11 LOT 12MAX WATER LEVEL = 354.27 3:1 MAX SLOPE3:1 MAX SLOPE 17.1' ⅊ 2.00' ⅊ 360 370 380 360 370 380 0+75 1+00 2+00 2+25 EXISTING GROUND FINISHED GRADE EXISTING WALL SW BUTTE TERRACEPROPOSED WALL ⅊⅊ FACE OF WALL 0.5' FROM ⅊ GRADING SECTIONS 107 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 1 0 6 - 1 0 8 G R A D I N G P L A N . d w g - S H E E T : 1 3 0 0 0 9 - 1 0 7 G R A D I N G S E C T I O N S A p r 2 9 , 2 0 2 4 - 2 : 3 5 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SECTION D-D PROFILE HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 10' SECTION C-C PROFILE HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 10' SECTION B-B PROFILE HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 10' SECTION A-A PROFILE HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 10' SDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SDSD SS SS SS SS SS SS SS SS SS 35 5 35 4 35 6 36 0 361 3 5 0 3 5 5 3 4 9 3 5 1 3 5 2 3 5 3 3 5 4 35 0 35 5 36 0 35 1 35 2 35 3 35 4 35 6 35 7 35 8 35 9 3 5 0 34 8 3 4 9 35 1 TRACT A SW B U T T E T E R R A C E W 1.0 W 3.0 W 2.0 SDSDSD SD SD SD SD SD SD SS SS SS SS SS 0.5'360.2 TW 359.7 PFG 361.2 TW 355.5 PFG 5.7' 361.5 TW 352.9 PFG 8.6'361.7 TW 352.9 PFG 8.8' 355.5 TW 352.9 PFG 355.5 TW 352.9 PFG 352.7 LFG 2.6' 2.8' 355.5 TW 352.9 PFG 352.3 LFG 3.2' 355.5 TW 352.1 LFG 3.4' 355.5 TW 352.1 LFG 3.4' 355.5 TW 352.5 LFG 3.0' 360.8 TW 360.3 PFG 0.5' 361.3 TW 355.5 PFG 5.8'361.6 TW 353.1 PFG 8.5' 361.9 TW 353.1 PFG 8.8' 355.5 TW 353.1 PFG 2.4' 355.5 TW 353.1 PFG 352.9 LFG 2.6' 355.5 TW 352.7 LFG 2.8' 355.5 TW 352.5 LFG 3.0' 355.5 TW 352.4 LFG 3.1' PROPOSED CIP RETAINING WALL PROPOSED CIP RETAINING WALL FOOTING PROPOSED CIP RETAINING WALL FOOTING 3 5 0 35 5 36 0 3 4 7 3 4 8 3 4 9 3 5 1 3 5 2 3 5 3 35 4 35 6 35 7 35 8 35 9 35 0 34 7 34 8 34 9 35 1 2+00 3+00 13 + 0 0 SSSSSSSS WWWWWWWWWWWWWWWWW 3 7 0 36 6 36 7 368 36 9 371 SW BUTTE TERRACE SW M U R D O C K S T R E E T (C O U N T Y R O A D 7 6 0 ) 366.7 TW 366.7 FG0.0' 364.0 TW 364.5 FG -0.5' 368.1 TW 365.8 FG 2.3' 369.1 TW 366.9 FG2.2' W 4.0 PROPOSED KEYSTONE RETAINING WALL 368.5 TW 368.0 FG 0.5' S S S S S S S S S S S S 3 6 5 3 6 6 36 7 368 36 9 370 367 368 369 371 S D S D S D S D 0.50' FROM FACE OF WALL TO PROPERTY LINE S S S S S S S S S S S S S S S S S S S S S S S S S S N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 1 0 6 - 1 0 8 G R A D I N G P L A N . d w g - S H E E T : 1 3 0 0 0 9 - 1 0 8 W A L L G R A D I N G D E T A I L J u n 1 0 , 2 0 2 4 - 1 1 : 5 9 a m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: WALL GRADING DETAIL A HORIZ SCALE: 1" = 10' SCALE 1 INCH = 10 FEET 010 5 100 WALL GRADING DETAILS 108 GRADING NOTES: 1.FOR EROSION AND SEDIMENT CONTROL PLAN REFER TO EROSION CONTROL SHEETS. 2.ALL CONSTRUCTION AND GRADING WITHIN TREE PROTECTION ZONE IS TO BE COMPLETED UNDER DIRECT SUPERVISION OF PROJECT ARBORIST. GENERAL NOTES EX 2-FT CONTOUR EX 10-FT CONTOUR FG 2-FT CONTOUR FG 10-FT CONTOUR PROPOSED RETAINING WALL RETAINING WALL IDENTIFICATION NUMBER DAYLIGHT WALL DRAINS LEGEND 324 320 324 320 W 3.0 DL WALL GRADING DETAIL B HORIZ SCALE: 1" = 10' TW BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. FG ABBREVIATION LEGEND: FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK TFG = FG ON TOP SIDE OF WALL TFG TW SW BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. FG ABBREVIATION LEGEND: FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK NOTE: RETAINING WALL DETAILS SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL CALCULATIONS AND DETAILS FOR CONSTRUCTION AND INSTALLATION DETAILS. TC = TOP OF CURB AC = ASPHALT CONCRETE FG = FINISH GRADE SURFACE LFG = LOT SIDE FINISH GRADE PFG = POND SIDE FINISH GRADE TG = TOP GRATE TW = TOP OF WALL SW = SIDEWALK GB = GRADE BREAK HP = HIGH POINT (XXX.XX) = EXISTING GRADE XXX.XX = PROPOSED GRADE N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 1 0 6 - 1 0 8 G R A D I N G P L A N . d w g - S H E E T : 1 3 0 0 0 9 - 1 0 0 9 K E Y S T O N E W A L L D E T A I L S A p r 2 9 , 2 0 2 4 - 2 : 3 5 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: KEYSTONE WALL DETAILS 109 NOT APPLICABLE 350 360 370 380 390 350 360 370 380 390 0+751+002+003+004+005+006+007+00 -1.64% -1.08% -6.73 % -1.00% 1.67% -0.50% GR A D E B R E A K S T A = 1 + 1 0 . 9 3 EL E V = 3 6 9 . 8 8 0 GR A D E B R E A K S T A = 1 + 3 5 . 9 7 EL E V = 3 6 9 . 4 7 0 GR A D E B R E A K S T A = 6 + 5 0 . 0 0 EL E V = 3 6 2 . 5 0 0 GR A D E B R E A K S T A = 6 + 7 2 . 6 8 EL E V = 3 6 2 . 3 8 7 PVI STA: 2+60.00 PVI ELEV: 368.13 K: 20.36 LVC: 115.00 BV C S : 2 + 0 2 . 5 0 BV C E : 3 6 8 . 7 5 EV C S : 3 + 1 7 . 5 0 EV C E : 3 6 4 . 2 6 PVI STA: 3+60.00 PVI ELEV: 361.40 K: 13.96 LVC: 80.00 BV C S : 3 + 2 0 . 0 0 BV C E : 3 6 4 . 0 9 EV C S : 4 + 0 0 . 0 0 EV C E : 3 6 1 . 0 0 PVI STA: 5+00.00 PVI ELEV: 360.00 K: 30.00 LVC: 80.00 BV C S : 4 + 6 0 . 0 0 BV C E : 3 6 0 . 4 0 EV C S : 5 + 4 0 . 0 0 EV C E : 3 6 0 . 6 7 LOW PT. STA: 4+90.00 LOW PT ELEV: 360.25 EXISTING GROUND FINISHED GRADE PGE 644 PG E 64 4 S D S D S D SD SD SD S D S D S D SD SD SDSDSD S D S D SD S D SSSS SS SS SSSSSSSSSSSS S S S S S S WWWWW W W W W WWWWWWW 12 + 0 0 13 + 0 0 2+003+00 4+00 5+006+006+73 LOT 2 LOT 10 LOT 3 TR A C T A LOT 4 LOT 11 LOT 5 LOT 12 LOT 7 LOT 8 LOT 1 LOT 9 LOT 6 3 TYP. 2 2 2 2 1 1 10.00' PUE, TYP. 412+24.53, 10.41' R (MURDOCK) 13+78.48, 9.45' R (MURDOCK) SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) SW BUTTE TERRACE 4 S D S S S S S S D S D 3A 5.00' PUBLIC SIDEWALK EASEMENT, TYP. 5.00' PUBLIC SIDEWALK EASEMENT, TYP. 5.00' PUBLIC SIDEWALK EASEMENT, TYP. S S S S S S S S 5 STA:5+11.09 OFF:19.00'L 2 13.00' PUE, TYP. DRIVEWAY STATIONS LOT 1 2 3 4 5 6 STREET STATION WIDTH 24.00' 18.00' 18.00' 18.00' 7 8 9 10 11 12 16.00' 18.00' 18.00' 21.00' 24.00' 24.00' 24.00' 24.00' 6+72.45, 4.63' L (BUTTE) 6+61.21, 31.13' R (BUTTE) 6+30.72, 47.62' R (BUTTE) 5+42.09, 16.00' R (BUTTE) 5+39.78, 16.00' L (BUTTE) 6+32.48, 47.36' L (BUTTE) 6+63.16, 28.69' L (BUTTE) 4+76.01, 16.00' R (BUTTE) 4+09.69, 16.00' R (BUTTE) 3+40.94, 16.00' R (BUTTE) 3+54.22, 16.00' L (BUTTE) 4+06.36, 16.00' L (BUTTE) N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 2 0 0 S W B U T T E T E R R A C E S T R E E T P L A N & P R O F I L E . d w g - S H E E T : 1 3 0 0 0 9 - 2 0 0 S W B U T T E T E R R A C E S T R E E T P L A N & P R O F I L E J u n 1 0 , 2 0 2 4 - 1 2 : 0 0 p m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SW BUTTE TERRACE - PLAN HORIZ SCALE: 1" = 30' SCALE 1 INCH = 30 FEET 30 15 3000 SW BUTTE TERRACE STREET PLAN & PROFILE 200 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.02. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.01. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01. STA: 4+94.50, 16.50' L (BUTTE) SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. BEGIN STA: 12+24.53 (MURDOCK) END STA: 13+78.48 (MURDOCK) PROPOSED GRIND AND INLAY, GRIND 2" DEEP AND MACHINE LAY HOT MIX. BLEND TO MATCH EXISTING GRADES. BEGIN STA: 12+77.07 (MURDOCK) END STA: 13+33.54 (MURDOCK) GENERAL NOTES: 1.CONSTRUCT SW BUTTE TERRACE: PER TYPICAL STREET SECTION 'A', SHEET 104. 2.FOR CURB RETURN INFORMATION SEE SHEET CR1, CR2,CR3 & CR4. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. 1 2 3 3A SW BUTTE TERRACE - PLAN HORIZ SCALE: 1" = 30', VERT SCALE: 1"=5' 4 5 SW BUTTE TERRACE 6 . 0 0 ' 6 . 0 5 ' 6 . 0 5 ' S W M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) TC 370.42 FL 369.92 5 . 0 % 13 + 0 0 372.57 -0+10.00GBHPLP372.57 -0+10.00GBHPLP 372.08 0+00.00GBHP 3 7 1 . 5 2 0 + 1 5 . 7 2 G B HP 3 7 1 . 4 6 0 + 1 9 . 8 3 G B HP 3 7 0 . 6 0 0 + 2 7 . 8 3 G B HP 37 0 . 4 2 0+ 3 1 . 4 3 GB HP 36 9 . 0 8 0+ 8 1 . 4 3 GB HP LP 36 9 . 0 8 0+ 8 1 . 4 3 GB HP LP 372.08 0+00.00GBHP 3 7 1 . 5 2 0 + 1 5 . 7 2 G B HP 3 7 1 . 4 6 0 + 1 9 . 8 3 G B HP 3 7 0 . 6 0 0 + 2 7 . 8 3 G B HP 37 0 . 4 2 0+ 3 1 . 4 3 GB HP 2 . 5 % TC 370.60 FL 370.10 TC/FL 370.96 TC/FL 371.02 1 . 5 % 1 . 5 % 1 . 5 % 1 . 5 % 6 . 0 0 ' SW 370.51 SW 370.69 SW 371.05 SW 371.11 3/4" CURB HEIGHT AT END OF WING TC 371.01 FL 370.95 FUTURE CURB - 6" CURB HEIGHT TC 372.08 FL 371.58 7.5% 5.0% 1.5% 4.5 % 7.5% 4.5% 2.5% 2.7% TC 369.08 FL 368.58 SW 369.17 6 . 0 0 ' 1 . 5 % 6.53' END CURB - 3" CURB HEIGHT TC 371.56 FL 371.30 1.5% 7.0% 365 370 375 380 365 370 375 380 -0+120+000+250+500+750+88 -4.90% -2.67% -1.46% -10.75% -5.00% -3.56% PV I S T A = - 0 + 1 0 . 0 0 EL E V = 3 7 2 . 5 7 PV I S T A = 0 + 0 0 . 0 0 EL E V = 3 7 2 . 0 8 PV I S T A = 0 + 1 5 . 7 2 EL E V = 3 7 1 . 5 2 PV I S T A = 0 + 1 9 . 8 3 EL E V = 3 7 1 . 4 6 PV I S T A = 0 + 2 7 . 8 3 EL E V = 3 7 0 . 6 0 PV I S T A = 0 + 3 1 . 4 3 EL E V = 3 7 0 . 4 2 PV I S T A = 0 + 8 1 . 4 3 EL E V = 3 6 9 . 0 8 EXISTING GROUND TOP OF CURB ADA RAMP CURB RETURN FUTURE CURB DESIGN PV I S T A = 0 + 0 7 . 7 2 EL E V = 3 7 1 . 8 0 1+36.03, 12.00' R (BUTTE)12+69.54, 16.00' R (MURDOCK) CURB RETURN TABLE CURVE C1 LENGTH 31.43' RADIUS 20.00' DELTA 90°02'41" CHORD 28.30' BEARING N44°44'39"W START STATION END STATION N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - C R 1 S W M U R D O C K S T & S W B U T T E T E R C U R B R E T U R N . d w g - S H E E T : C R 1 M a y 3 0 , 2 0 2 4 - 1 2 : 0 5 p m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: BUTTE TERR & MURDOCK ST (NW) - PLAN HORIZ SCALE: 1" = 5' CR1 PROFILE - BUTTE TERR & MURDOCK ST (NW) HORIZ SCALE: 1" = 5', VERT SCALE: 1" = 2' SCALE 05 2.5 5 1 INCH = 5 FEET 0 CR1 - SW BUTTE TERRACE & SW MURDOCK (NW) CR1 TC = TOP OF CURB AC = ASPHALT CONCRETE FG = FINISH GRADE SURFACE TG = TOP GRATE TW = TOP OF WALL SW = SIDEWALK GB = GRADE BREAK HP = HIGH POINT (XXX.XX) = EXISTING GRADE XXX.XX = PROPOSED GRADE GRADING NOTES: FL = FLOWLINE/GUTTER TC = TOP OF CURB SW = SIDEWALK FG = FINISH GRADE ABBREVIATION LEGEND: FL TC GENERAL NOTES: 1.ADA RAMPS TO BE CERTIFIED BY DEVELOPER'S ENGINEER. SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) 13 + 0 0 36 9 . 0 8 -0 + 5 0 . 0 0 GB HP LP 36 9 . 3 6 0+ 0 0 . 0 0 GB HP 36 9 . 3 6 0+ 0 0 . 0 0 GB HP 36 9 . 3 2 0+ 1 1 . 5 9 GB HP 369 . 2 6 0+1 5 . 7 0 GB HP 368.4 0 0+23. 7 0 GB HP 368.01 0+31.40GBHP 367.28 0+41.40GBHPLP367.28 0+41.40GBHPLP 36 9 . 3 6 0+ 0 0 . 0 0 GB HP 36 9 . 3 2 0+ 1 1 . 5 9 GB HP 369 . 2 6 0+1 5 . 7 0 GB HP 368.4 0 0+23. 7 0 GB HP 368.01 0+31.40GBHP 5 . 0 % 0.6% 2.5% TC 369.36 FL 368.86 1. 5 %1.5 % 1. 5 % 1.5 % 1. 5 % 6 . 0 0 ' 6.0 5 ' 6.0 5 ' TC/FL 368.82 TC/FL 368.76 4 . 1 1 ' 7.20' 4 . 0 1 ' SW 369.45 SW 368.91 SW 368.85 TC 368.40 FL 367.90 TC 368.01 FL 367.51 3 . 8 9 ' 7 . 7 0 ' 5 . 1 % 4 . 5 % TC 369.08 FL 368.58 6 . 0 0 ' 1. 5 % SW BUTTE TERRACE 2 . 5 % 7.5% 4.7% 11.59 ' 4 . 1 1 ' 6.53'4 . 5 % 5 . 9 % 3" CURB HEIGHT AT END OF WING TC 368.57 FL 368.32 8.1% 365 370 375 380 365 370 375 380 -0+55 -0+50 -0+25 0+00 0+25 0+50 0.55% -7.30% -1.46% -10.75 % -5.06% -0.35% PV I S T A = - 0 + 5 0 . 0 0 EL E V = 3 6 9 . 0 8 PV I S T A = 0 + 0 0 . 0 0 EL E V = 3 6 9 . 3 6 PV I S T A = 0 + 1 1 . 5 9 EL E V = 3 6 9 . 3 2 PV I S T A = 0 + 1 5 . 7 0 EL E V = 3 6 9 . 2 6 PV I S T A = 0 + 2 3 . 7 0 EL E V = 3 6 8 . 4 0 PV I S T A = 0 + 3 1 . 4 0 EL E V = 3 6 8 . 0 1 PV I S T A = 0 + 4 1 . 4 0 EL E V = 3 6 7 . 2 8 EXISTING GROUND TOP OF CURB ADA RAMP CURB RETURN FUTURE CURB DESIGN 1+35.97, 12.00' L (BUTTE)13+33.54, 16.00' R (MURDOCK) CURB RETURN TABLE CURVE C2 LENGTH 31.40' RADIUS 20.00' DELTA 89°57'19" CHORD 28.27' BEARING S45°15'21"W START STATION END STATION BUTTE TERR & MURDOCK ST (NE) - PLAN HORIZ SCALE: 1" = 10' CR2 PROFILE - BUTTE TERR & MURDOCK ST (NE) HORIZ SCALE: 1" = 5', VERT SCALE: 1" = 2' SCALE 05 2.5 5 1 INCH = 5 FEET 0 CR2 - SW BUTTE TERRACE & SW MURDOCK (NE) CR2 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - C R 1 S W M U R D O C K S T & S W B U T T E T E R C U R B R E T U R N . d w g - S H E E T : C R 2 A p r 2 9 , 2 0 2 4 - 2 : 3 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: TC = TOP OF CURB AC = ASPHALT CONCRETE FG = FINISH GRADE SURFACE TG = TOP GRATE TW = TOP OF WALL SW = SIDEWALK GB = GRADE BREAK HP = HIGH POINT (XXX.XX) = EXISTING GRADE XXX.XX = PROPOSED GRADE GRADING NOTES: FL = FLOWLINE/GUTTER TC = TOP OF CURB SW = SIDEWALK FG = FINISH GRADE ABBREVIATION LEGEND: FL TC GENERAL NOTES: 1.ADA RAMPS TO BE CERTIFIED BY DEVELOPER'S ENGINEER. 6+006+73 PI : 6 + 2 4 . 6 8 EP : 6 + 7 2 . 6 8 36 1 . 0 1 0+ 0 0 . 0 0 GB HP LP 36 1 . 0 1 0+ 0 0 . 0 0 GB HP LP 36 1 . 1 0 0+ 1 7 . 1 0 GB HP 362.89 1+52.85GBHP362.89 1+52.85GBHP 36 1 . 1 0 0+ 1 7 . 1 0 GB HP 362.89 1+52.85GBHP PC - STA 0+05.00 TC 361.04 FL 360.54 1/4 PT - STA 0+11.67 TC 361.07 FL 360.57 1/2 PT - STA 0+18.35 TC 361.12 FL 360.62 3/4 PT - STA 0+25.02 TC 361.20 FL 360.70 PRC - STA 0+05.00 TC 361.29 FL 360.79 1/8 PT - STA 0+61.98 TC 361.69 FL 361.191/4 PT - STA 0+92.27 TC 362.09 FL 361.59 3/8 PT - STA 0+05.00 TC 362.49 FL 361.99 HP 1/2 PT - STA 1.52.85 TC 362.89 FL 362.39 AC 362.08 1 . 0 % 2.7% 0.6% 5.00' PLANTER 5.00' SIDEWALK ROW 5.00' PUBLIC SIDEWALK EASEMENT, TYP. 5.00' PUBLIC SIDEWALK EASEMENT, TYP. 355 360 365 370 375 355 360 365 370 375 -0+120+000+250+500+751+001+251+50 0.53% 1.32% PV I S T A = 0 + 0 0 . 0 0 EL E V = 3 6 1 . 0 1 PV I S T A = 0 + 1 7 . 1 0 EL E V = 3 6 1 . 1 0 EXISTING GROUND TOP OF CURB 5+62.71, 16.00' R (BUTTE) 5+85.54, 27.79' R (BUTTE) 5+85.54, 27.79' R (BUTTE) 5+85.54, 27.79' L (BUTTE) CURB RETURN TABLE CURVE C3 C4 LENGTH 26.69' 242.32' RADIUS 28.00' 48.00' DELTA 54°37'20" 289°14'49" CHORD 25.69' 55.58' BEARING N28°07'27"E S89°11'17"E START STATION END STATION N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - C R 1 S W M U R D O C K S T & S W B U T T E T E R C U R B R E T U R N . d w g - S H E E T : C R 3 A p r 2 9 , 2 0 2 4 - 2 : 3 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SCALE 1 INCH = 10 FEET 010 5 100 CURB RETURN - SW BUTTE TERRACE (W) CR3 BUTTE TERR CUL-DE-SAC (W) - PLAN HORIZ SCALE: 1" = 10' CR3-CR4 PROFILE - BUTTE TERR CUL-DE-SAC (W) HORIZ SCALE: 1" = 10', VERT SCALE: 1" = 2' TC = TOP OF CURB AC = ASPHALT CONCRETE FG = FINISH GRADE SURFACE TG = TOP GRATE TW = TOP OF WALL SW = SIDEWALK GB = GRADE BREAK HP = HIGH POINT (XXX.XX) = EXISTING GRADE XXX.XX = PROPOSED GRADE GRADING NOTES: FL = FLOWLINE/GUTTER TC = TOP OF CURB SW = SIDEWALK FG = FINISH GRADE ABBREVIATION LEGEND: FL TC GENERAL NOTES: 1.ADA RAMPS TO BE CERTIFIED BY DEVELOPER'S ENGINEER. 6+006+73 PI : 6 + 2 4 . 6 8 EP : 6 + 7 2 . 6 8 362.89 1+52.85GBHP362.89 1+52.85GBHP 3 6 1 . 1 0 2 + 7 6 . 9 8 G B HP 36 1 . 0 1 3+ 0 5 . 7 1 GB HP LP 36 1 . 0 1 3+ 0 5 . 7 1 GB HP LP 362.89 1+52.85GBHP 3 6 1 . 1 0 2 + 7 6 . 9 8 G B HP 5/8 PT - STA 1+83.14 TC 362.45 FL 361.95 3/4 PT - STA 2+13.43 TC 362.02 FL 361.52 7/8 PT - STA 2+43.72 TC 361.58 FL 361.08 PRC - STA 2+74.01 TC 361.14 FL 360.64 1/4 PT - STA 2+80.69 TC 361.09 FL 360.59 1/2 PT - STA 2+87.36 TC 361.07 FL 360.57 3/4 PT - STA 2+94.03 TC 361.05 FL 360.55 PT - STA 3+00.71 TC 361.03 FL 360.53 HP 1/2 PT - STA 1.52.85 TC 362.89 FL 362.39 AC 362.08 1. 2 % 3. 1 % 0.6% 5.00' PLANTER 5.00' SIDEWALK ROW 5.00' PUBLIC SIDEWALK EASEMENT, TYP. 5.00' PUBLIC SIDEWALK EASEMENT, TYP. 355 360 365 370 375 355 360 365 370 375 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+12 -0.31% -1.44% PV I S T A = 1 + 5 2 . 8 5 EL E V = 3 6 2 . 8 9 PV I S T A = 2 + 7 6 . 9 8 EL E V = 3 6 1 . 1 0 PV I S T A = 3 + 0 5 . 7 1 EL E V = 3 6 1 . 0 1 EXISTING GROUND TOP OF CURB 5+85.54, 27.79' L (BUTTE) 5+62.71, 16.00' L (BUTTE) CURB RETURN TABLE CURVE C4 C5 LENGTH 242.32' 26.69' RADIUS 48.00' 28.00' DELTA 289°14'49" 54°37'29" CHORD 55.58' 25.70' BEARING S89°11'17"E S26°29'57"E START STATION END STATION 5+85.54, 27.79' R (BUTTE) 5+85.54, 27.79' L (BUTTE) N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - C R 1 S W M U R D O C K S T & S W B U T T E T E R C U R B R E T U R N . d w g - S H E E T : C R 4 A p r 2 9 , 2 0 2 4 - 2 : 3 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SCALE 1 INCH = 10 FEET 010 5 100 CURB RETURN - SW BUTTE TERRACE (E) CR4 BUTTE TERR CUL-DE-SAC (E) - PLAN HORIZ SCALE: 1" = 10' CR4-CR5 PROFILE - BUTTE TERR CUL-DE-SAC (E) HORIZ SCALE: 1" = 10', VERT SCALE: 1" = 2' TC = TOP OF CURB AC = ASPHALT CONCRETE FG = FINISH GRADE SURFACE TG = TOP GRATE TW = TOP OF WALL SW = SIDEWALK GB = GRADE BREAK HP = HIGH POINT (XXX.XX) = EXISTING GRADE XXX.XX = PROPOSED GRADE GRADING NOTES: FL = FLOWLINE/GUTTER TC = TOP OF CURB SW = SIDEWALK FG = FINISH GRADE ABBREVIATION LEGEND: FL TC GENERAL NOTES: 1.ADA RAMPS TO BE CERTIFIED BY DEVELOPER'S ENGINEER. N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - D 2 . 0 1 - D 2 . 0 2 S T R E E T D E T A I L S . d w g - S H E E T : D 2 . 0 1 S T R E E T D E T A I L S A p r 2 9 , 2 0 2 4 - 2 : 3 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: STREET DETAILS D2.01 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - D 2 . 0 1 - D 2 . 0 2 S T R E E T D E T A I L S . d w g - S H E E T : D 2 . 0 2 S T R E E T D E T A I L S 2 A p r 2 9 , 2 0 2 4 - 2 : 3 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: STREET DETAILS 2 D2.02 NOTE: ADA RAMPS TO BE CERTIFIED BY DEVELOPER'S ENGINEER. PGE 644 PG E 64 4 TR A C T A LOT 2 LOT 10 LOT 3 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 6 LOT 11 LOT 12 LOT 1 SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) SW BUTTE TERRACE S D S D S D SD SD SD S D S D S D SD SD SDSDSD S D S D SD S D S D S D S D S D S D SSSS SS SS SSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S WWWWW W W W W WWWWWWW 6+73 2+003+00 4+005+006+00 5+59 1+00 2 + 0 0 3+00 4+0 0 5 + 0 0 SDMH 1F SDMH 1E SDDI 1G SDMH 4A SDMH 3E SDMH 1D SDMH 3D SDMH 1C SDMH 3C SDMH 1B SDMH 2A 60IN FC SDDI 2B SDDI 2C SDMH 1A 1L 1E 1 1 1 1 5A OUTFALL 3A 10.00' PUE, TYP. 10.00' PUE, TYP. S D INSTALL CL 50 RIPRAP PROTECTION ON EXISTING CHANNEL BETWEEN EXISTING OUTFALL & NEW INLET. SDMH 3B 60IN WQ CONSTRUCT 6" THICK X 2' WIDE CONCRETE CAP OVER END 10' OF STORM LINE. EXISTING CULVERT TO REMAIN S S S S S S S S S 12 + 0 0 13 + 0 0 14 + 0 0 S D S D SDAD 5A S S S S S S S S 13.00' PUE, TYP. 330 340 350 360 370 330 340 350 360 370 0+75 1+00 2+00 3+00 4+00 5+00 6+00 6+25 SD D I 1 G ST A = 3 + 7 1 . 0 2 , 1 0 9 . 8 3 ' R (B U T T E ) 12 " I E O U T = 3 5 9 . 5 0 ( E ) ST A = 5 + 4 3 . 6 7 ( S D L N - 1 ) RI M = 3 6 2 . 3 7 SD M H 1 F ST A = 3 + 1 1 . 6 5 , 4 . 0 0 ' R (B U T T E ) 12 " I E I N = 3 5 7 . 9 3 ( W ) 12 " I E O U T = 3 5 7 . 7 3 ( S ) ST A = 4 + 3 0 . 3 9 ( S D L N - 1 ) RI M = 3 6 4 . 5 4 SD M H 1 E ST A = 3 + 3 0 . 0 8 , 1 . 0 0 ' L (B U T T E ) 12 " I E I N = 3 5 7 . 5 4 ( N ) 12 " I E O U T = 3 5 7 . 3 4 ( S W ) ST A = 4 + 1 1 . 4 6 ( S D L N - 1 ) RI M = 3 6 3 . 4 3 SD M H 1 D ST A = 4 + 3 0 . 1 5 , 0 . 5 0 ' R (B U T T E ) 12 " I E I N = 3 5 6 . 3 4 ( N E ) 12 " I E O U T = 3 5 4 . 8 4 ( S ) ST A = 3 + 1 1 . 7 2 ( S D L N - 1 ) RI M = 3 6 0 . 6 9 SD M H 1 C ST A = 4 + 7 2 . 9 9 , 2 . 0 0 ' L (B U T T E ) 12 " I E I N = 3 5 2 . 1 5 ( N ) 12 " I E O U T = 3 5 1 . 7 6 ( E ) ST A = 2 + 6 8 . 9 3 ( S D L N - 1 ) RI M = 3 6 0 . 2 5 SD M H 1 B ST A = 4 + 7 2 . 9 9 , 4 0 . 0 0 ' L (B U T T E ) 12 " I E I N = 3 5 0 . 9 5 ( W ) 12 " I E I N = 3 4 7 . 8 5 ( S ) 12 " I E O U T = 3 4 7 . 6 5 ( E ) ST A = 2 + 3 0 . 9 3 ( S D L N - 1 ) RI M = 3 5 9 . 4 4 SD M H 1 A ST A = 4 + 7 1 . 9 0 , 1 5 4 . 7 7 ' L (B U T T E ) 12 " I E I N = 3 4 6 . 8 4 ( W ) 12 " I E O U T = 3 4 6 . 6 4 ( S E ) ST A = 1 + 1 6 . 1 6 ( S D L N - 1 ) RI M = 3 4 9 . 5 0 113.28 LF 12" (PVC AST M D 3 0 3 4 ) @ S=0.0139 18.93 LF 12" (PVC ASTM D3034) @ S=0.0100 99.74 LF 12" (PVC ASTM D3034) @ S=0.0100 42.79 LF 12" (PVC ASTM D3034) @ S=0.0629 38.00 LF 12" (PVC ASTM D3034) @ S=0.0214 114.77 LF 12" (PVC ASTM D3034) @ S=0.0071 CLASS 'B' GRANULAR BACKFILL EXISTING GROUND FINISHED GRADE NATIVE BACKFILL 4" SD/12" SD 0.53' CLR 8" SS/12" SD 3.58' CLR 12" SD/4" SD 0.86' CLR 8" WT/12" SD 1.14' CLR (E X I S T I N G ) EXISTING SD OUTFALL 10" CPP, IE=362.88 SDDI 1G 5+43.94, 0.00' (SDLN-1) RIM = 362.37 12" IE OUT = 359.50 113.28 LF (PVC ASTM D3034) @S=0.0139 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 3 0 0 S D L N - 1 P L A N & P R O F I L E . d w g - S H E E T : 1 3 0 0 0 9 - 3 0 0 S D L N - 1 P L A N & P R O F I L E J u n 1 0 , 2 0 2 4 - 1 2 : 0 1 p m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SCALE 1 INCH = 30 FEET 30 15 3000 SDLN-1 PLAN & PROFILE 300 SDLN-1 - PLAN HORIZ SCALE: 1" = 30' SDLN-1 PROFILE HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 5' STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010, SHEET D3.01. CONSTRUCT INSIDE DROP PER CWS DWG NO. 080, SHEET D3.01. INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. CONNECT EXISTING 10" CMP CULVERT TO NEW SDMH. INSTALL DITCH INLET PER CWS NO. 390, SHEET D3.03. 1 1E 1L GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. 5 INLET DATA: 5A 34 6 . 5 8 34 6 . 5 6 34 8 . 9 3 35 1 . 8 2 35 1 . 5 0 35 5 . 9 6 3+ 2 7 . 1 6 , 1 . 2 5 ' L 4+ 1 4 . 4 1 4+ 3 0 . 6 6 5+ 4 3 . 9 4 6" I E I N = 3 4 6 . 6 3 0.0093 35 4 . 5 1 0.0145 102.69 16.25 0.0134 0.0117 PGE 644 PG E 64 4 TR A C T A LOT 2 LOT 10 LOT 3 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 6 LOT 11 LOT 12 LOT 1 SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) SW BUTTE TERRACE S D S D S D SD SD SD S D S D S D SD SD SDSDSD S D S D SD S D S D S D S D S D S D SSSS SS SS SSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S WWWWW W W W W WWWWWWW 6+73 2+003+00 4+005+006+00 12 + 0 0 13 + 0 0 14 + 0 0 SDMH 1F SDMH 1E SDDI 1G SDMH 4A SDMH 3E SDMH 1D SDMH 3D SDMH 1C SDMH 3C SDMH 1B SDMH 2A 60IN FC SDDI 2B SDDI 2C SDMH 1A 1 3+02 1+ 0 0 2+00 3+0 0 1 + 5 0 1+00 1 1 4A 4B 13 OUTFALL 3A 1F 9 9 SDCB 3C.2 SDCB 3C.1 2 TYP. 2 TYP. 10.00' PUE, TYP. 10.00' PUE, TYP. S D SDMH 3B 60IN WQ 1D CONSTRUCT 8" THICK CONCRETE MAINTENANCE ACCESS S S S S S S S S S EXISTING CULVERT EXISTING CULVERT INSTALL 6' HEIGHT FENCE AROUND WQ FACILITY PEREMITER. CONSTRUCT ACCESS GATES AND INSTALL FENCE PER CWS DETAIL 792, SHEET D3.04 S D S D SDAD 5A CONSTRUCT COMMERCIAL DRIVEWAY DROP PER CITY OF TIGARD DETAIL 143, SHEET D2.01 S S S S S S S S 13.00' PUE, TYP. 335 340 350 360 370 335 340 350 360 370 0+75 1+00 2+00 3+00 3+50 PROPOSED WATERLINE, TYP. OU T F A L L 3 A 12 " I E I N = 3 4 8 . 5 0 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 3 ) RI M = 3 5 0 . 0 2 SD M H 3 C ST A = 4 + 9 7 . 8 9 , 4 . 0 0 ' R (B U T T E ) 12 " I E I N = 3 5 3 . 4 2 ( N ) 12 " I E I N = 3 5 3 . 4 2 ( S ) 10 " I E I N = 3 5 3 . 5 9 ( N W ) 12 " I E O U T = 3 5 3 . 2 2 ( E ) ST A = 1 + 7 8 . 4 4 ( S D L N - 3 ) RI M = 3 6 0 . 1 6 SD M H 3 D ST A = 4 + 3 0 . 6 5 , 6 . 5 0 ' R (B U T T E ) 12 " I E I N = 3 5 3 . 9 9 ( N E ) 12 " I E O U T = 3 5 3 . 7 9 ( S ) ST A = 2 + 4 6 . 6 4 ( S D L N - 3 ) RI M = 3 6 0 . 5 3 SD M H 3 E ST A = 3 + 7 6 . 5 4 , 2 . 2 5 ' R (B U T T E ) 4" I E I N = 3 5 5 . 2 7 ( S E ) 12 " I E O U T = 3 5 4 . 2 7 ( S W ) ST A = 3 + 0 2 . 0 9 ( S D L N - 3 ) RI M = 3 6 1 . 3 8 55.45 LF 12" (PVC ASTM D3034) @ S=0.0050 68.20 LF 12" (PVC ASTM D3034) @ S=0.0054 EXISTING GROUND @ PIPE CENTERLINE FINISHED GRADE @ PIPE CENTERLINE CLASS 'B' GRANULAR BACKFILL PROPOSED SANITARY LINE, TYP. NATIVE BACKFILL 44.09 LF 12" (PVC ASTM D3034) @ S=0.0527 SD M H 3 B 6 0 I N W Q ST A = 5 + 0 0 . 7 0 , 4 0 . 0 0 ' L (B U T T E ) 12 " I E I N = 3 5 0 . 9 0 ( W ) 12 " I E O U T = 3 5 0 . 7 0 ( E ) ST A = 1 + 3 4 . 3 5 ( S D L N - 3 ) RI M = 3 5 9 . 4 3 8" SS/12" SD 2.65' CLR 34.35 LF 12" (DIP) @ S=0.0641 335 340 350 360 335 340 350 360 0+75 1+00 1+75 NATIVE BACKFILL SD D I 2 C 10 " I E I N = 3 4 8 . 0 0 ( E ) 12 " I E O U T = 3 4 8 . 0 0 ( W ) ST A = 1 + 4 6 . 7 9 ( S D L N - 2 ) RI M = 3 4 9 . 5 0 SD D I 2 B 12 " I E I N = 3 4 8 . 0 0 ( E ) 12 " I E O U T = 3 4 8 . 0 0 ( W ) ST A = 1 + 3 1 . 7 9 ( S D L N - 2 ) RI M = 3 5 4 . 5 0 SD M H 2 A 6 0 I N F C 12 " I E I N = 3 4 7 . 9 1 ( E ) 12 " I E O U T = 3 4 7 . 9 1 ( N ) ST A = 1 + 1 2 . 8 9 ( S D L N - 2 ) RI M = 3 5 9 . 4 0 EXISTING GROUND @ PIPE CENTERLINE FINISHED GRADE @ PIPE CENTERLINE SDMH 1BFOR SDMH 1B DESIGN INFORMATION SEE SDLN-1 PROFILE 12.89 LF 12" (PVC ASTM D3034) @ S=0.0050 18.90 LF 12" (PVC ASTM D3034) @ S=0.0050 15.00 LF 12" (PVC ASTM D3034) @ S=0.0000 INSTALL 3.00 LF OF 10" DIP WITH GRATE STORM LATERAL TABLE LOT # 1 2 11 12 STATION 2+87.60 (SDLN-3) 2+23.24 (SDLN-3) 2+13.24 (SDLN-3) 3+02.09 (SDLN-3) LENGTH 33.39' 30.91' 39.00' 37.44' SLOPE 7.91% 8.11% 6.31% 7.16% IE AT MAIN 354.53 354.00 353.94 355.27 IE AT LOT 357.17 356.51 356.41 357.95 MATERIAL PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 COVER AT LOT END 4.0 4.0 4.0 3.6 SDCB 3C.1 4+90.00, 14.50' R (BUTTE) RIM = 359.89 10" IE OUT = 355.38 13.13 LF (PVC ASTM D3034) @S=0.1366 SDCB 3C.2 4+90.00, 14.50' L (BUTTE) RIM = 359.89 10" IE OUT = 355.38 9.05 LF (PVC ASTM D3034) @S=0.3579 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 3 0 1 S D L N - 2 & S D L N - 3 P L A N & P R O F I L E . d w g - S H E E T : 1 3 0 0 0 9 - 3 0 1 S D L N - 2 P L A N & P R O F I L E J u n 1 0 , 2 0 2 4 - 1 2 : 0 2 p m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SCALE 1 INCH = 30 FEET 30 15 3000 SDLN-2 & SDLN-3 PLAN & PROFILE 301 SDLN-2 & SDLN-3 - PLAN HORIZ SCALE: 1" = 30' INLET DATA: 4A STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 60" WATER QUALITY STORM MANHOLE PER CWS DWG NO. 250 & 260, SHEET D3.03. INSTALL FLOW CONTROL STRUCTURE PER CWS DWG NO. 270, SHEET D3.04, AND NOTCH WEIR WALL PER WEIR PLATE DETAIL. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL CG-2 CATCH BASIN PER CWS DWG NO. 300, 310, & 320, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. INSTALL DITCH INLET PER CWS NO. 390, SHEET D3.03. INSTALL RIP-RAP HEADWALL AND MITRE PIPE, PROVIDE CLASS 50 RIP RAP OUTFALL PROTECTION (8' WIDE X 12' LONG X 1' THICK), ON GEOTEXTILE FABRIC. REFER TO RIPRAP HEADWALL DETAIL, SHEET D3.04 AND OUTLET PROTECTION RIPRAP DETAIL, SHEET D3.04. 1 1D 4 9 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. SDLN-3 PROFILE HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 5' SDLN-2 PROFILE HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 5' 4A 13 2 1F 35 3 . 1 9 35 3 . 1 8 35 3 . 3 6 35 2 . 9 4 0.0463 0.0088 355.08 0.1310 4.7%356.1 5.1 5.7%355.7 4.8 2.8%356.3 5.3 353.9 353.86.0% PGE 644 PG E 64 4 TR A C T A LOT 2 LOT 10 LOT 3 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 6 LOT 11 LOT 12 LOT 1 SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) SW BUTTE TERRACE S D S D S D SD SD SD S D S D S D SD SD SDSDSD S D S D SD S D S D S D S D S D S D SSSS SS SS SSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S WWWWW W W W W WWWWWWW 6+73 2+003+00 4+005+006+00 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 SDMH 1F SDMH 1E SDDI 1G SDMH 4A SDMH 3E SDMH 1D SDMH 3D SDMH 1C SDMH 3C SDMH 1BSDMH 2A 60IN FC SDDI 2B SDDI 2C SDMH 1A 1 OUTFALL 3A 2 TYP. 10.00' PUE, TYP. 2+39 0+2 5 1+002+00 S D S S S S S S S S S S D S D SDAD 5A S S S S S S S S 13.00' PUE, TYP. 335 340 350 360 370 335 340 350 360 370 0+251+002+002+50 PROPOSED WATERLINE, TYP. EXISTING GROUND @ PIPE CENTERLINE FINISHED GRADE @ PIPE CENTERLINE CLASS 'B' GRANULAR BACKFILL PROPOSED SANITARY LINE, TYP. SD M H 4 A ST A = 6 + 3 6 . 5 7 , 4 . 0 0 ' R (B U T T E ) 4" I E I N = 3 5 7 . 1 8 ( W ) 4" I E I N = 3 5 5 . 8 5 ( S ) 4" I E I N = 3 5 7 . 1 8 ( E ) 12 " I E O U T = 3 5 5 . 1 8 ( N ) ST A = 2 + 3 8 . 6 8 ( S D L N - 4 ) RI M = 3 6 2 . 1 8 138.68 LF 12" (PVC AS T M D 3 0 3 4 ) @ S=0.0127 SD M H 3 C ST A = 4 + 9 7 . 8 9 , 4 . 0 0 ' R (B U T T E ) 12 " I E I N = 3 5 3 . 4 2 ( N ) 12 " I E I N = 3 5 3 . 4 2 ( S ) 10 " I E I N = 3 5 3 . 5 9 ( N W ) 12 " I E O U T = 3 5 3 . 2 2 ( E ) ST A = 1 + 0 0 . 0 0 ( S D L N - 4 ) RI M = 3 6 0 . 1 6 FOR SDMH 3D DESIGN INFORMATION SEE SDLN-3 PROFILE. SDMH 3D STORM LATERAL TABLE LOT # 3 4 5 6 7 8 9 10 STATION 1+21.20 (SDLN-4) 1+35.20 (SDLN-4) 2+04.86 (SDLN-4) 2+38.68 (SDLN-4) 2+38.68 (SDLN-4) 2+38.68 (SDLN-4) 1+95.53 (SDLN-4) 1+29.09 (SDLN-4) LENGTH 31.00' 31.00' 59.31' 58.52' 54.46' 65.75' 63.26' 39.00' SLOPE 5.82% 6.04% 4.33% 2.29% 2.00% 2.77% 3.94% 6.18% IE AT MAIN 354.63 354.74 355.09 357.18 355.85 357.18 354.97 354.09 IE AT LOT 356.44 356.61 357.65 358.52 356.94 359.00 357.46 356.49 MATERIAL PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 COVER AT LOT END 4.0 4.0 4.0 3.7 5.7 3.1 4.0 4.0 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 3 0 2 S D L N - 4 P L A N & P R O F I L E . d w g - S H E E T : 1 3 0 0 0 9 - 3 0 2 S D L N - 4 P L A N & P R O F I L E J u n 1 0 , 2 0 2 4 - 1 2 : 0 2 p m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SCALE 1 INCH = 30 FEET 30 15 3000 SDLN-4 PLAN & PROFILE 302 SDLN-4 - PLAN HORIZ SCALE: 1" = 30' STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. 1 2 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. SDLN-4 PROFILE HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 5' 35 3 . 1 9 35 3 . 1 8 35 3 . 3 6 35 2 . 9 4 35 6 . 7 0 35 5 . 3 6 35 6 . 6 5 35 4 . 7 3 0.0112 9.9%356.9 3.6 7.5%356.5 4.2 5.5%358.0 3.7 1.8%357.7 4.5 2.3%356.6 6.1 2.5%358.4 3.8 3.4%356.7 4.7 2.6%354.9 5.7 34.5'353.9 354.7 356.7 355.4 356.7 354.6 353.8 353.7 SW MURDOCK STREET (COUNTY ROAD 760) SW B U T T E T E R R A C E SS W W W W W 2+ 0 0 S SSSSSSSS12+00 13+00 14+00 SDSD 2+00 3+00 3+58 5A SDAD 5A CONTRACTOR SHALL POTHOLE EXISTING GAS LINES AND UTILITIES PRIOR TO STORM LINE CONSTRUCTION. REPORT DISCREPANCIES OR CONFLICTS TO ENGINEER. SDLN-5 S S S S S S S S 5B SDAD 5B CLASS 'B' GRANULAR BACKFILL EXISTING GROUND FINISHED GRADE 10" SD/8" WT 1.73' CLR 350 360 370 380 350 360 370 380 1+50 2+00 3+00 3+50 131.57 LF 10" @ S=0.0394 170.36 LF 10" @ S=0.0856 49.07 LF 10" (Ductile Iron) @ S=0.0526 SD A D 5 A ST A = 1 + 1 4 . 5 3 , 2 4 . 2 4 ' L (B U T T E ) 10 " I E I N = 3 6 6 . 6 8 ( W ) 10 " I E O U T = 3 6 6 . 4 8 ( E ) ST A = 2 + 8 5 . 6 4 ( S D L N - 5 ) RI M = 3 6 8 . 0 4 SU M P = 3 6 6 . 4 8 PROPOSED SANITARY SEWER PROPOSED WATERLINE SD A D 5 B ST A = 1 + 1 4 . 0 1 , 2 4 . 8 3 ' R (B U T T E ) 10 " I E I N = 3 6 9 . 4 6 ( W ) 10 " I E O U T = 3 6 9 . 2 6 ( E ) ST A = 2 + 3 6 . 5 7 ( S D L N - 5 ) RI M = 3 7 1 . 4 1 SU M P = 3 6 9 . 2 6 SDAD 5A 1+14.53, 24.24' L (BUTTE) RIM = 368.04 10 IE IN = 366.68 49.07 LF (Ductile Iron) @S=0.0526 10" IE OUT = 366.48 170.36 LF (CPP) @S=0.0856 SDAD 5B 1+14.01, 24.83' R (BUTTE) RIM = 371.41 10 IE IN = 369.46 131.57 LF (RCP) @S=0.0394 10" IE OUT = 369.26 49.07 LF (Ductile Iron) @S=0.0526 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 3 0 3 C U L V E R T P L A N & P R O F I L E . d w g - S H E E T : 1 3 0 0 0 9 - 3 0 3 M U R D O C K C U L V E R T P L A N & P R O F I L E J u n 1 0 , 2 0 2 4 - 1 2 : 0 3 p m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SCALE 1 INCH = 30 FEET 30 15 3000 MURDOCK CULVERT PLAN & PROFILE 303 SDLN-5 - PLAN HORIZ SCALE: 1" = 30' SDLN-5 PROFILE HORIZ SCALE: 1" = 30', VERT SCALE: 1" = 5' STORM NOTES: INSTALL TYPE 2 AREA DRAIN PER CWS DWG NO. 380, SHEET D3.04. SEE TABLE THIS SHEET FOR INLET INFORMATION. 5 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PIPE TO BE DUCTILE IRON UNLESS OTHERWISE NOTED. INLET DATA: 5A 5B 37 1 . 1 6 37 0 . 9 8 37 0 . 9 8 2+ 0 1 . 4 9 1+ 1 3 . 8 0 , 5 9 . 9 2 ' R 37 3 . 2 0 97.27 83.37 0.0516 1+13.80, 59.92' R 373.20 97.27 83.37 0.0516 371.16 370.98 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - D 3 . 0 1 - D 3 . 0 5 S T O R M D E T A I L S . d w g - S H E E T : D 3 . 0 1 S T O R M D E T A I L S A p r 2 9 , 2 0 2 4 - 2 : 3 7 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: STORM DETAILS D3.01 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - D 3 . 0 1 - D 3 . 0 5 S T O R M D E T A I L S . d w g - S H E E T : D 3 . 0 2 S T O R M D E T A I L S 2 J u n 1 1 , 2 0 2 4 - 1 1 : 2 8 a m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: STORM DETAILS (2) D3.02 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - D 3 . 0 1 - D 3 . 0 5 S T O R M D E T A I L S . d w g - S H E E T : D 3 . 0 3 S T O R M D E T A I L S 3 A p r 2 9 , 2 0 2 4 - 2 : 3 7 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: STORM DETAILS (3) D3.03 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - D 3 . 0 1 - D 3 . 0 5 S T O R M D E T A I L S . d w g - S H E E T : D 3 . 0 4 S T O R M D E T A I L S 4 A p r 2 9 , 2 0 2 4 - 2 : 3 7 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: STORM DETAILS (4) D3.04 60" 347.88 347.88 12" 2 348.00 3.5 353.15 5.45 - - 354.90 359.10 1.0'1.0' 0.7' MIN (2) TIMES PIPE Ø Ø RIP-RAP HEADWALL NOT TO SCALE RIP-RAP IS TO BE LAID FLUSH TO THE SWALE BANK AND MITRED PIPE, AND GROUTED IN PLACE. PROVIDE ROCK SIZE BASED ON A D50 OF 6-INCHES. DUCTILE IRON PIPE WITH MITRED END TO MATCH BANK SLOPE PIPE DIA. PER PLAN RIPRAP OUTFALL PROTECTION PER PLAN 0.7' MIN DUCTILE IRON PIPE WITH MITRED END TO MATCH BANK SLOPE 0.5' MIN N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - D 3 . 0 1 - D 3 . 0 5 S T O R M D E T A I L S . d w g - S H E E T : D 3 . 0 5 S T O R M D E T A I L S ( 5 ) A p r 2 9 , 2 0 2 4 - 2 : 3 8 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: STORM DETAILS (5) D3.05 PGE 644 PG E 64 4 LOT 2 LOT 10 LOT 3 TR A C T A LOT 4 LOT 11 LOT 5 LOT 12 LOT 7 LOT 8 LOT 1 LOT 9 LOT 6 WWWWW W W W W WWWWWWW S D S D S D SD SD SD S D S D S D SD SD SDSDSD S D S D SD S D S D S D S D S D S D SSSS SS SS SSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S 6+53 1+00 2+00 3+00 4+0 0 5+006+00 SSMH A4 SSMH A3 SSMH A2 SSMH A1 6+73 2+003+00 4+005+00 6+00 1 1 1A 2 2 1 TYP. 10.00' PUE, TYP. TYP. SSLN-A SSL N - A SSLN-A SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) SW BUTTE TERRACE S D S S S S S S S S D S D S S S S S S S S 1 SSMH A1.1 340 350 360 370 340 350 360 370 0+751+002+003+004+005+006+006+60 EXISTING GROUND @ PIPE CENTERLINE FINISHED GRADE @ PIPE CENTERLINE PROPOSED WATERLINE, TYP. PROPOSED STORM LINE, TYP. SANITARY SEWER LATERAL, TYP. SS M H A 4 ST A = 6 + 4 6 . 5 6 , 8 . 0 0 ' L (B U T T E ) 4" I E I N = 3 5 6 . 9 9 ( W ) 4" I E I N = 3 5 6 . 9 9 ( S ) 4" I E I N = 3 5 6 . 9 9 ( S E ) 8" I E O U T = 3 5 6 . 7 9 ( N ) ST A = 6 + 5 2 . 6 0 ( S S L N - A ) RI M = 3 6 2 . 2 4 SS M H A 3 ST A = 4 + 3 6 . 1 7 , 6 . 5 0 ' L (B U T T E ) 8" I E I N = 3 5 5 . 9 5 ( S ) 8" I E O U T = 3 5 5 . 7 5 ( N ) ST A = 4 + 4 3 . 1 6 ( S S L N - A ) RI M = 3 6 0 . 4 8 SS M H A 2 ST A = 3 + 0 2 . 9 8 , 1 0 . 5 0 ' L (B U T T E ) 8" I E I N = 3 5 5 . 2 2 ( S ) 8" I E O U T = 3 5 5 . 0 2 ( N ) ST A = 3 + 1 0 . 2 0 ( S S L N - A ) RI M = 3 6 4 . 9 2 SS M H A 1 ST A = 0 + 9 4 . 8 6 , 1 . 8 6 ' R (B U T T E ) 8" I E I N = 3 5 3 . 9 8 ( S ) 8" I E I N = 3 5 4 . 1 3 ( W ) 8" I E O U T = 3 5 3 . 8 4 ( E ) CO N S T R U C T N E W M A N H O L E O V E R E X I S T I N G P I P E ST A = 1 + 0 0 . 0 0 ( S S L N - A ) RI M = 3 7 0 . 2 5 132.96 LF 8" (PVC ASTM D3034) @ S=0.0040 CLASS 'B' GRANULAR BACKFILL 8" SS/12" SD 3.43' CLR 8" SS/12"SD 2.56' CLR (E X T G P I P E ) ( E X T G P I P E ) SS M H A 1 . 1 ST A = 1 + 6 0 . 0 0 , 0 . 0 0 ' (S S L N - A ) 8" I E I N = 3 5 4 . 4 2 ( S ) 8" I E O U T = 3 5 4 . 2 2 ( N ) ST A = 1 + 5 4 . 8 4 ( B U T T E ) RI M = 3 6 9 . 3 4 150.20 LF 8" (PVC ASTM D3034) @ S=0.0040 209.43 LF 8" (PVC ASTM D3034) @ S=0.0040 60.00 LF 8" (PVC ASTM D3034) @ S=0.0040 SANITARY LATERAL TABLE LOT # 1 2 3 4 5 6 7 8 9 10 11 12 STATION 3+91.22 (SSLN-A) 4+51.63 (SSLN-A) 5+17.62 (SSLN-A) 5+46.62 (SSLN-A) 6+16.00 (SSLN-A) 6+52.60 (SSLN-A) 6+52.60 (SSLN-A) 6+52.60 (SSLN-A) 6+06.28 (SSLN-A) 5+38.02 (SSLN-A) 4+61.62 (SSLN-A) 3+79.00 (SSLN-A) LENGTH 45.64' 42.56' 43.00' 43.00' 73.36' 65.24' 43.79' 46.49' 54.38' 27.00' 27.04' 26.41' SLOPE 3.44% 2.00% 2.00% 2.00% 2.00% 2.00% 3.83% 2.84% 2.00% 2.00% 2.00% 8.21% IE AT MAIN 355.71 356.15 356.42 356.53 356.81 356.99 356.99 356.99 356.77 356.50 356.19 355.66 IE AT LOT 357.28 357.00 357.28 357.39 358.28 358.30 358.67 358.31 357.86 357.04 356.73 357.83 MATERIAL PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 PVC ASTM D3034 COVER AT LOT END 4.0 3.6 3.1 3.3 3.4 4.0 4.0 4.0 3.7 3.6 3.7 4.0 SSMH A4 PLAN 8" OUT N IE: 356.79 48" SD 3B RIM: 320.88 4" IN SE IE: 356.99 4" IN W IE: 356.99 4" IN S IE: 356.99 350.00 355.00 360.00 SSMH A4 ROLLOUT DETAIL 14.13' MANHOLE CIRCUMFERENCE 48" MH 8" OUT NE IE: 356.79 3.59' 3.19'1.26' 4.40' 1.17' 4" IN SE IE: 356.99 4" IN S IE: 356.99 4" IN W IE: 356.99 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 4 0 0 S S L N - A P L A N & P R O F I L E . d w g - S H E E T : 4 0 0 S S L N - A P L A N & P R O F I L E J u n 1 0 , 2 0 2 4 - 1 2 : 0 3 p m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SANITARY SEWER SSLN-A - PLAN HORIZ SCALE: 1" = 30' SCALE 1 INCH = 30 FEET 30 15 3000 SSLN-A PLAN & PROFILE 400 *E1ERAL 12TES 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. CONSTRUCT SANITARY MANHOLE OVER EXISTING PIPE. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS AND REPORT DISCREPANCIES TO ENGINEER. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. SA1ITAR< 12TES 1 1A 2 SANITARY SEWER SSLN-A - PROFILE HORIZ SCALE: 1" = 30', VERT SCALE: 1"=5' 35 6 . 0 4 35 7 . 4 8 35 7 . 4 4 35 7 . 4 0 35 7 . 1 2 35 6 . 3 0 35 5 . 5 5 35 5 . 3 5 1+ 5 1 . 6 3 1+ 4 6 . 4 8 , 3 . 0 7 ' R 35 4 . 6 0 35 4 . 5 8 35 4 . 2 5 35 3 . 7 6 35 3 . 5 2 0.0037 0.0039 0.0047 158.52 0.0064 51.63 357.40 357.44 357.48 357.12 357.48 357.44 357.40 357.12 1.7%356.8 4.5 48.4' 24.9' 29.8' 30.5' 356.0 357.3 3.2356.5 2.5%357.8 2.5356.8 1.6%357.6 3.2356.9 2.1%358.7 3.0357.1 1.4%358.4 3.8357.5 2.7%358.6 4.1357.4 3.7%359.1 3.2357.4 0.3%357.3 4.3357.1 1.7%357.3 3.3356.8 1.2%356.9 3.6356.5 1.1%356.3 5.6356.0 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - D 4 . 0 1 - D 4 . 0 2 S A N I T A R Y D E T A I L S . d w g - S H E E T : D 4 . 0 1 S A N I T A R Y S E W E R D E T A I L S A p r 2 9 , 2 0 2 4 - 2 : 3 8 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SANITARY SEWER DETAILS D4.01 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - D 4 . 0 1 - D 4 . 0 2 S A N I T A R Y D E T A I L S . d w g - S H E E T : D 4 . 0 2 S A N I T A R Y S E W E R D E T A I L S 2 A p r 2 9 , 2 0 2 4 - 2 : 3 8 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SANITARY SEWER DETAILS (2) D4.02 TR A C T A LOT 2 LOT 10 LOT 3 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 6 LOT 11 LOT 12 LOT 1 SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) SW BUTTE TERRACE WWWWW W W W W WWWWWWW S D S D S D S D S D SSSS SS SS SSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S D S D S D SD SD SD S D S D S D SD SD SDSDSD S D S D SD S D 2+003+00 4+0 0 5+006+006+73 123 5 1 5 11B 6 2 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 S D TYP. TYP. S S S S S S S S S S D S D 10.00' PUE, TYP. S S S S S S S S WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SHEET D5.01. INSTALL 1" WATER SERVICE WITH 1" WATER METER TO SERVE TRACT A IRRIGATION PER DETAIL 531, SHEET D5.02. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01. INSTALL 8" MJ GATE VALVE NOT USED INSTALL 8" 22.5° MJ BEND INSTALL 8"X6" REDUCER AND 6" GATE VALVE. CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING WATER MAIN PRIOR TO CONNECTION. REPORT CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD WATER DEPT. CONSTRUCT THRUST BLOCKING PER DETAIL 560, SHEET D5.01. 1 2 3 5 6 1B 12 STA: 6+69.40, 11.01' R (BUTTE) STA: 6+74.47, 11.01' RT (BUTTE) STA: 4+39.88, 12.17' R (BUTTE) STA: 2+97.92, 6.48' R (BUTTE) STA: 1+14.19, 8.00' R (BUTTE) STA: 1+12.52, 8.00' R (BUTTE) STA: 12+93.56, 12.51' R (MURDOCK) 12 4 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - 5 0 0 W A T E R P L A N . d w g - S H E E T : 1 0 3 0 0 9 - 5 0 0 W A T E R P L A N J u n 1 0 , 2 0 2 4 - 1 2 : 0 4 p m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: WATER PLAN HORIZ SCALE: 1" = 30' SCALE 1 INCH = 30 FEET 30 15 3000 WATER PLAN GENERAL NOTES: 1.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE “TYTON” JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. 12" 24" N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 1 3 0 0 0 9 - D 5 . 0 1 W A T E R D E T A I L S . d w g - S H E E T : D 5 . 0 1 W A T E R D E T A I L S A p r 2 9 , 2 0 2 4 - 2 : 3 9 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: ANGLE STOP TO BE INSTALLED 6" BEHIND CURB PER COT REVIEW COMMENT WATER DETAILS D5.01 TR A C T A 2 10 34 5 7 8 9 6 11 12 1 SW BUTTE TERRACE SW M U R D O C K S T R E E T ( C O U N T Y R O A D 7 6 0 ) SW BUTTE TERRACE 5.00' STORM SEWER, STORM DRAINAGE, & UTILITY EASEMENT PAINT CURB RED WITH "NO PARKING, FIRE LANE" IN WHITE PAINT CURB RED WITH "NO PARKING, FIRE LANE" IN WHITE 2+003+00 4+00 5+006+006+73 BEGIN RED PAINTED CURB STA:1+35.97, 12.00 LT (BUTTE TERRACE) BEGIN RED PAINTED CURB STA:1+36.03, 12.00 RT (BUTTE TERRACE)END RED PAINTED CURB STA:2+75.99, 13.03 RT (BUTTE TERRACE) END RED PAINTED CURB STA:2+73.62, 12.99 LT (BUTTE TERRACE) 1 S324 N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ S S 1 S I G N A G E A N D S T I P I N G P L A N . d w g - S H E E T : S S 1 S I G N A G E A N D S T I P I N G P L A N J u n 1 1 , 2 0 2 4 - 1 1 : 0 3 a m j m h REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 JMH AS-BUILTS 130-009 NO. TYPE: EAST BUTTE RENEWS: 6/30/2025 04/20/2024 3RD SUBMITTAL: 2ND SUBMITTAL: 1ST SUBMITTAL: SCALE 05 2.5 5 1 INCH = 5 FEET 0 SIGNAGE AND STRIPING PLAN SS1 SIGNAGE AND STRIPING PLAN HORIZ SCALE: 1" = 30' SCALE 1 INCH = 30 FEET 30 15 3000 N N M RXN M RIN EXN RIN M RXN SIGNAGE LEGEND: INSTALL NEW SIGN INSTALL NEW SIGN (N) ON NEW (M) SUPPORT REMOVE EXISTING SIGN (N) REMOVE EXISTING SIGN (N) AND (M) SUPPORT REINSTALL SIGN (N) ON NEW (M) SUPPORT MAINTAIN AND PROTECT EXISTING SIGN (N) AND SUPPORT REINSTALL EXISTING SIGN ON EXISTING SUPPORT SIGN NUMBER MATERIALS, OPTIONS ARE: S = STEEL LP = LAMP POST B = BREAKAWAY POST PER ODOT DETAIL 4241 EXISTING SIGN N M STOP HI INTENSITY SIGN 30" X 30" 1 REQUIRED TYPE R1-1 1 SIGN 32 SIDED 1 REQUIRED SIGN 22 SIDED 1 REQUIRED SW MURDOCK ST SW BUTTE SEE SHEET D2.02 FOR STREET SIGNING DETAILS AND NOTES, SIGNS SHOULD CONFORM TO CITY OF TIGARD DETAIL 405. SEE SIGN DETAILS, THIS SHEET FOR REQUIRED SIGNS. STREET SIGN N2TES 1-3 TER SIGN 4 36" x 8" DOUBLE SIDED TYPE W14-2P INSTALL ON TOP OF STOP SIGN 1 REQUIRED PG E 64 4 P G E 6 4 4 STREET TREE L1.02 1-3 PR O P E R T Y L I N E EXISTING TREE TO REMAIN (TYP) EXISTING TREE TO REMAIN (TYP) STAND A-1: CANOPY AREA: 5,741 SF TOTAL CANOPY AREA: 7,176 SF STORMWATER QUALITY POND SEE SHEET L2.01 598'= 15B 597'= 15 A SS SS SS SS 2 9,614 SF 10 9,156 SF 3 9,293 SF TRACT A 6,756 SF 4 9,003 SF 11 8,994 SF 5 8,096 SF 12 10,882 SF 7 9,393 SF 8 12,012 SF 1 14,286 SF 9 8,751 SF 6 11,778 SF STREET TREE WITH ROOT PATH L1.03 2 STREET TREE WITH OPEN SOIL L1.03 1 SD SD RIVER ROCK L3.01 7 1001 1002 1003 1004 1005 1006 1007 1008 1009 1011 10121013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1010 1034 1035 1036 1037 1038 1039 1040 NOTES: 1. PLANTED AREAS UNDER STREET TREES IN LANDSCAPE STRIPS ARE TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN) UNLESS OTHERWISE NOTED. SEE PLANT LEGEND FOR ADDITIONAL INFORMATION. 2. A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREE LAWN AREAS. 3. STREET TREES TO BE INSTALLED IN ACCORDANCE WITH SECTION 2 OF THE TIGARD URBAN FORESTRY MANUAL. WHERE STREET TREES ARE NOT LOCATED WITHIN LANDSCAPE STRIPS, INSTALL STREET TREES WITHIN 6' OF THE RIGHT-OF-WAY. 4. RIVER ROCK TO BE LAID AT A 2" DEPTH ATOP LANDSCAPE FABRIC, AND TO BE FLUSH WITH ADJACENT CURB. TREES IN THIS AREA WILL BE PLANTED WITH ROOT PATH STREET TREES QTY BOTANICAL / COMMON NAME SIZE CONTAINER 10 CERCIDIPHYLLUM JAPONICUM / KATSURA TREE 1.5" CAL. B&B 9 CORNUS CONTROVERSA 'JUNE SNOW-JFS' TM / JUNE SNOW GIANT DOGWOOD 1.5" CAL. B&B 7 CORNUS FLORIDA 'MILKYWAY' / MILKYWAY DOGWOOD 1.5" CAL. B&B 6 KOELREUTERIA PANICULATA / GOLDEN RAIN TREE 1.5" CAL. B&B 8 QUERCUS GARRYANA / OREGON WHITE OAK 1.5" CAL. B&B STREET TREE LEGEND TOTAL: 40 GROUND COVERS CODE QTY COMMON NAME SIZE RR 1,169 SF RIVER ROCK 1"-2" STONES SEED CODE QTY BOTANICAL / COMMON NAME SIZE LAWN 3,312 SF PRO-TIME 309 SUPREME MIX SEED WITH GRASS SEED SEED HOBBS AND HOPKINS, LTD. AT A RATE OF 8 LBS PER 1000 SQUARE FEET. STATEMENT: STREET TREES BY STREET FRONTAGES FRONTAGE LENGTH / 40 = # REQUIRED STREET TREES B A XXX'=X K STREET FRONTAGE IDENTIFIER FRONTAGE LENGTH REQUIRED STREET TREE QUANTITY LENGTH/40 STREET TREES BY STREET FRONTAGES FRONTAGE LENGTH / 40 = # REQUIRED STREET TREES 598' / 40 = 15 TREES 597' / 40 = 15 TREES TOTAL = 30 REQUIRED STREET FRONTAGE TREES XXX'=X K STREET FRONTAGE IDENTIFIER FRONTAGE LENGTH REQUIRED STREET TREE QUANTITY LENGTH/40 I, KRISTINA M. KOLTAVARY, ATTEST THAT THE TREE CANOPY SITE PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 2 OF THE TIGARD URBAN FORESTRY MANUAL. KRISTINA KOLTAVARY REGISTERED LANDSCAPE ARCHITECT #513 ----------------------------------------------------------- TREE CANOPY SITE PAN1 1 INCH = 40 FEET 40 20 40 SCALE 0 PROPOSED TREE STANDS TRACT A CANOPY AREA TOTAL CANOPY AREA PROPOSED 5,741 SF 7,176 SF N: \ p r o j \ 1 3 0 - 0 0 9 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ L a n d s c a p e \ 1 3 0 0 0 9 . ( L 1 ) S T R E E T T R E E . d w g - S H E E T : L 1 . 0 1 M a y 0 2 , 2 0 2 4 - 1 : 1 0 p m A n d r e w REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 MLH AS-BUILT 130-009 03/03/20231ST SUBMITTAL: NO. TYPE: T C TI E 08/04/2021 HC S D CRAEPA A L N EREREGIS OREGON T 1085 D VALID THROUGH 08/31/2024 05/02/2024 MLH MLH EAST BUTTE L1.01 TREE CANOPY SITE PAN 05/02/2024 MLH