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Land Use &
Transportation
Department of9640 SW GREENBURG ROAD
WASHINGTON COUNTY
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NO.REVISION
TITLE SHEET
C
1
1
1
8
TERRACE GLEN APARTMENTS
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RECORD DRAWINGSTHE IMPROVEMENTS NOTED ON THESE DRAWINGSWERE CONSTRUCTED IN ACCORDANCE WITH THECITY OF TIGARD AND/OR WASHINGTON COUNTYAPPROVED PLANS, STANDARD DRAWINGS ANDSTANDARD SPECIFICATIONS. THESE DRAWINGSARE A TRUE AND CORRECT REPRESENTATION OFTHE ACTUAL CONSTRUCTION, INCLUDINGREVISIONS AS DOCUMENTED BY THE CONTRACTORAND ENGINEER DURING CONSTRUCTION.DATE: 05/25/2023
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TERRACE GLEN APARTMENTS
GENERAL NOTESGENERAL1.ERRORS AND OMISSIONS ARE THE RESPONSIBILITY OF THE "ENGINEER OF RECORD". IF ERRORS OR OMISSIONS ARE FOUND AFTERTHE PERMIT HAS BEEN ISSUED, THE PERMITTEE OR ITS CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD (JANET TURNER,OF JANET TURNER ENGINEERING, LLC, AT 541-510-0878) TO HAVE THE CORRECTIONS MADE. ALL CHANGES WILL REQUIRE THEAPPROVAL OF THE ENGINEER PRIOR TO THE WORK BEGINNING.2.THE CONTRACTOR SHALL HAVE AT ALL TIMES ON-SITE, THE APPROVED CONSTRUCTION DRAWINGS & SPECIAL SPECIFICATIONS,WASHINGTON COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS, ODOT STANDARD CONSTRUCTION SPECIFICATIONS(CURRENT EDITION), AND ALL OTHER APPLICABLE SPECIFICATIONS BOOKS AND MANUALS. ELECTRONIC EQUIVALENT AREACCEPTABLE.3.ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THESE DRAWINGS AND THE APPLICABLE REQUIREMENTS OF THEWASHINGTON COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS AND ALL REVISIONS AND SPECIAL SPECIFICATIONS.4.A PRECONSTRUCTION CONFERENCE WITH COUNTY STAFF AND AN APPROVED TEMPORARY TRAFFIC CONTROL PLAN (TTCP) (ISSUED INCONJUNCTION WITH A STREET /SIDEWALK CLOSURE PERMIT) ARE REQUIRED BEFORE COMMENCING WORK. SEE PERMIT FORSCHEDULING A PRECONSTRUCTION CONFERENCE AND ACQUISTION OF THE TTCP.5.VERTICAL DATUM: ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCHMARK NO. 76, BEING A BRASS DISK LOCATED AT THESOUTHEAST CORNER OF THE D. ELLERSON DLC NO. 39 AT THE CENTERLINE-CENTERLINE INTERSECTION OF SW BANY ROAD AND SW179TH AVENUE. ELEVATION = 329.31 (NGVD29)6.ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATIONCENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESERULES FROM THE CENTER BY CALLING [503.232.1987]. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THECALL CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORECOMMENCING AN EXCAVATION. CALL [811 OR 1-800-332-2344].UTILITIES7.UTILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION AND COORDINATION PURPOSES ONLY AND ARE NOT AUTHORIZED FORINSTALLATION UNDER THE FACILITIES PERMIT. PRIVATE AND PUBLIC UTILITY COMPANIES ARE REQUIRED TO SECURE SEPARATEUTILITY PERMITS FROM THE WASHINGTON COUNTY FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY.8.COORDINATION OF ALL UTILITY RELOCATES, REMOVALS, OR INSTALLATION WITHIN THE LIMITS OF WORK IS THE RESPONSIBILITYOF THE PERMITTEE/CONTRACTOR.STREET PAVEMENT9.ALL MANHOLE LIDS AND VALVE BOXES SHALL BE ADJUSTED TO FINISHED STREET GRADE.10.THE STREET INSPECTOR WILL MAKE THE FINAL DETERMINATION OF THE LIMITS OF PAVEMENT RESTORATION, INCLUDING SAWCUTLINES AND SKIN PATCHING. THE PERMITTEE/CONTRACTOR SHALL CONSULT WITH THE STREET INSPECTOR PRIOR TO SAWCUTTINGOR DEMOLISHING OF PAVEMENT.11.SAWCUTS SHALL BE STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING PAVEMENT AND NEW PAVEMENT ANDALL NEW PAVEMENT JOINTS SHALL BE SAND SEALED.12.EXISTING PAVEMENT SECTION WIDTHS OF 2 FEET OR LESS BETWEEN PROPOSED SAWCUT AND EXISTING PAVEMENT EDGE (I.E.UTILITY TRENCH REPAIR), SHALL BE RESTORED AS DIRECTED IN THE WASHINGTON COUNTY ROAD DESIGN AND CONSTRUCTIONSTANDARDS.13.PAVEMENT SECTION SHALL BE AS SHOWN ON THE STREET TYPICAL SECTION(S) OR MATCH EXISTING PAVEMENT IF EXISTING IS ATHICKER SECTION.14.COMPACTION OF THIN PAVEMENTS, WHERE A NOMINAL COMPACTED THICKNESS OF A COURSE OF ACP WILL BE LESS THAN 2 INCHES,MAY REQUIRE DENSITY TESTING AT THE DIRECTION OF WASHINGTON COUNTY INSPECTION.15.WASHINGTON COUNTY ONLY ACCEPTS HOT MIX ASPHALT CONCRETE (HMAC). WASHINGTON COUNTY INSPECTION MAY ACCEPT THEUSE OF WARM MIX (WMAC) UPON REQUEST. THE USE OF RECYCLED ASPHALT SHINGLES (RAS) IS PROHIBITED.CURBS, SIDEWALKS, AND DRIVEWAYS16.UTILITY LIDS, MANHOLE COVERS, VALVE COVERS (THAT ARE NOT SHOWN ON THESE CONSTRUCTION DRAWINGS). THEY MUST BEPLACED IN THE SIDEWALK IF THE PROPER WASHINGTON COUNTY UTILITY PERMIT HAS BEEN SECURED.17.FULL HEIGHT CURBS SHALL BE CONSTRUCTED AT ALL LOCATIONS UNLESS A NEW DRIVEWAY IS CONSTRUCTED AT THE SAME TIME ASTHE CURB.18.ALL SIDEWALK CONTRACTION JOINTS SHALL BE PER SECTION 00759.49 - "CONTRACTION JOINTS" OF THE OREGON STANDARDCONSTRUCTION SPECIFICATION AND AS DETAILED HEREIN.19.NO FUTURE DRIVEWAYS SHALL BE CONSTRUCTED UNLESS THERE IS A BUILDING PERMIT ISSUED FOR AN ON-SITE PARKING SPACE.20.USE ONLY APPROVED DETECTABLE WARNING DEVICES FROM THE COUNTY'S OR ODOT'S CONSTRUCTION PRODUCTS LIST (CPL).TRAFFIC AND PARKING CONTROL21.THE CONTRACTOR SHALL HAVE ACQUIRED AN APPROVED TEMPORARY TRAFFIC CONTROL PLAN (TTCP) PRIOR TO CLOSURE OF ANYSTREET OR SIDEWALK. PROVIDE THE STREET INSPECTOR A COPY (PAPER OR ELECTRONIC) OF THE TTCP. CHANGES TO THE TTCPWILL REQUIRE A REVISION TO THE STREET/SIDEWALK CLOSURE PERMIT.22.THE CONTRACTOR SHALL NOT REMOVE OR COVER ANY TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, OR BARRICADES THAT ARENOT IDENTIFIED ON THE APPROVED TEMPORARY TRAFFIC CONTROL PLAN.23.THE CONTRACTOR SHALL MAINTAIN ALL NECESSARY TEMPORARY TRAFFIC CONTROL DEVICES (INCLUDING BUT NOT LIMITED TO THEFOLLOWING - SIGNS, PAVEMENT MARKINGS, AND BARRICADES) UNTIL THE PERMANENT TRAFFIC CONTROL DEVICES ARE INSTALLED.24.WHEN WORK INTERFERES WITH THE OPERATION OF A TRIMET BUS OR BUS STOP, CONTACT TRIMET (503-962-4949) A MINIMUM OF24 DAYS PRIOR TO CLOSING OR DISRUPTING TRIMET'S OPERATION.25.THE CONTRACTOR SHALL INSTALL OR REINSTALL ALL PERMANENT TRAFFIC CONTROL SIGNING, CURB AND PAVEMENT MARKINGS,AND BARRICADES.26.THE CONTRACTOR SHALL SUBMIT MATERIALS LIST FOR APPROVAL 14 DAYS PRIOR TO INSTALLING PERMANENT TRAFFIC CONTROLSIGNING, CURB AND PAVEMENT MARKINGS, AND BARRICADES.27.ALL NEW SIGN MATERIALS SHALL COMPLY WITH THE WASHINGTON COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS, AND ASDETAILED HEREIN.28.ALL CURB AND PAVEMENT MARKING MATERIALS SHALL BE ON THE COUNTY'S CONSTRUCTION PRODUCTS LIST (CPL) OR THE STATE'SQUALIFIED PRODUCTS LIST (QPL). ALL MATERIALS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS APPROVEDAPPLICATION PROCEDURE.29.ALL LONGITUDINAL LINE WORK TO BE METHOD B (NON-PROFILE) EXTRUDED THERMOPLASTIC, 120 MILS THICK AND AS DETAILEDHEREIN.30.ALL TRANSVERSE LINE WORK, LEGENDS, SYMBOLS, AND ARROWS SHALL BE TYPE "B-HS" PREFORMED THERMOPLASTIC. BIKE LANESTENCILS, GREEN BICYCLE LANE MARKINGS, AND BIKE PATH RAILROAD MARKINGS SHALL BE 90 MILS THICK. ALL OTHERTRANSVERSE PAVEMENT MARKINGS SHALL BE 120-125 MILS THICK AND AS DETAILED HEREIN.31.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY CURB OR PAVEMENT MARKINGS DAMAGED, WORN OUT OR REMOVED DUE TOCONTRACTOR'S OPERATION.TREES32.ALL TREE REMOVAL SHALL COMPLY WITH THE FEDERAL MIGRATORY BIRD TREATY ACT. SEE THE SPECIAL PROVISIONS FORREQUIREMENTS PRIOR TO CUTTING OF ANY TREE.EROSION CONTROL33.EROSION/SEDIMENTATION CONTROL (ESC) IS REQUIRED ON THIS PROJECT. IMPLEMENTATION OF THE ESC AND THECONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THEPERMITTEE OR IT'S AGENT UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED. THE PERMITTEE OR IT'S AGENT SHALLPROVIDE INLET PROTECTION TO DOWNSTREAM INLETS FROM THE SITE PER CLEAN WATER SERVICES' EROSION PREVENTION ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL.34.CONSTRUCTION OF ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH OAR 340-41-55 AND THE CLEAN WATERSERVICES' EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND PER SITE DEVELOPMENT PERMITISSUED BY CWS.35.THE PERMITTEE OR IT'S AGENT SHALL CLEARLY MARK WITH SURVEY FLAGGING THE CLEARING LIMITS OF THE WORK ZONE SHOWNON THIS PLAN PRIOR TO BEGINNING EARTHWORK. DURING CONSTRUCTION, THE PERMITTEE OR IT'S AGENT SHALL MAINTAIN THEMARKED CLEARING LIMITS AND SHALL NOT DISTURB THE AREAS OUTSIDE OF THE WORK ZONE.36.INSTALL A "GRAVEL CONSTRUCTION ENTRANCE" AT EACH POINT OF ENTRY TO THE CONSTRUCTION SITE PER APPROVED ESC PLANSAND PERMIT DOCUMENTS.NOTES T
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STA:9+96.08, 17.00'RMATCH EX TP= 256.15'STA:10+00.80, 20.68'RBEGIN NEW 6' WALKEX TC/TW= 256.50 STA:10+55.01, 37.00'REND DRIVEWAY(WING)GL= 255.81TC= 256.31 STA:10+07.30, 20.15'RBEGIN STREET WIDENING, CURB,GUTTER AND SETBACK SIDEWALKGL= 256.09TC= 256.59
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END EMERGENCY
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STA:13+40.29
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