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Plans (57) PLM 2018-00284 Otak RECEIVED TIGARD SELF STORAGE duNi 2 2018 Otak, Inc. 808 SW Third Avenue, Ste. 300 CITY OF TIGARD Portland, OR 97204 0.11 -4 Num m D NS BUILDING DIVISION 503. 287. 6825 www.atak.com IMPROV -.... \A -- T 11 1 ..... _ 1._. 0 P , ROi T GARD 3 03 . . 1.1-1 CI- cc 0- CO ELI CO W. 0- 1.-- CO ,..,cr 91573PE ,---- PRELIM,NARY .1 3, OREGON Nco LU 1/4-) f- p-- ri LU LU a. Ci-O-v I- < u) (I) U- U.1 LU APPLICANT 9,-. 'zc tz SHEET;INDEX . › > 1 EXPIRES: 12/31/2019 I D Cr CC CONTACT: JEB KOERNER STAMP CL CL CL ADDRESS: 1410 NW KEARNEY ST., #511 GENERAL PORTLAND, OR 97209 I X X X C0.00 COVER SHEET -"I- \' ' - ,, "-,4 - , ri'. • ",f' * - ,- ,-, ' '''L, i,,:7;;', , ' ',;;;;;-;;;,;; - - ', ., ,,, ';. ,; ,, ' ' , ,•• ;,;„ , ;, ; t PHONE: (503)793-1439 X C0.01 CITY OF TIGARD GENERAL NOTES ;1 EMAIL: JEB.KOERNER©GMAILR X X CO2 GENERAL NOTESCOM , I X X X C1.00 EXISTING CONDITIONS-DEMOLITION PLAN :000:2 ARCHITECT/ CIVIL ENGINEER/ CASCADE PACIFIC R X C1,01 FIRE PROTECTION PLAN GRADING PLAN INVESTMENTS, LLC SURVEYOR/ PLANNER/ LANDSCAPE RIXI j C2,00 SITE GRADING CONSULTANT PUBLIC IMPROVEMENTS PLANS ARCHITECT NAME: OTAK INCORPORATED X 1 R C3.00 ATLANTA ST PLAN AND PROFILE PLANNER: KATE ROGERS SITE IMPROVEMENTS PLANS Z;“,'- '',,'' A ,,x,44 ' e-r-,,.•"' ,,'Y''' ,'. ,-., ' ' , -1, , A 010-v0* /**00 0 00,- , ' • ,- , , ''', ' ,, ' X R I C3.10 SITE IMPROVEMENTS PLAN , 't ; ,107-r \- „r** '; 'o• ,, '„.t' '' Wi, ' ' - - ,' ' ' - - LANDSCAPE ARCHITECT GABRIEL KRUSE, PLA PUBLIC UTILITY PLANS ENGINEER: KYLE CHILDERS, RE. X R C4.00 PUBLIC UTILITY IMPROVEMENTS-ATLANTA STREET 04 0044*10 0 ; ' -,, , ', ' e , , ,' ', X R C4.01 PUBLIC UTILITY IMPROVEMENTS-SANITARY SEWER LINE 404001 SURVEYOR: JON YAMASHITA, PLS 808 SW THIRD AVENUE, SUITE 300 SITE UTILITY PLANS ADDRESS: X I X I C4.10 SITE UTILITY IMPROVEMENTS "''' FAX: (503)415-2304 I DETAILS PHONE: (503)287-6825 X X C5.00 STREET IMPROVEMENT DETAILS I X I C5.01 SITE IMPROVMENT DETAILS X X C5.10 STORM AND SANITARY DETAILS TRAFFIC ENGINEER _ x X C5.11 STORM AND SANITARY DETAILS NAME: LANCASTER ENGINEERING X X "-- ,C5.12 STORM WATER AND LIDA DETAILS ---- CONTACT- MIRANDA WELLS, P.E. C6.00 WATER DETAILS VICINITY MAP ADDRESS: 321 SW 4TH AVE., SUITE 400 LANDSCAPE PLANS N.T.S. PORTLAND, OR 97204 X L1.01 LANDSCAPE PLAN cr PHONE: (503)248-0313 X L1.02 SITE FURNISHINGS III 0 (...97 0 \ X X L1.03 LANDSCAPE NOTES AND DETAILS ci II< Ct < \ ,,,Z 1, GEOTECHNICAL ENGINEER LIGHTING PLANS NAME: GEO ENGINEERS, INC. Ce\ \ , \ X X E-1,0 NOTES&DETAILS 0 \ \ t \ ' , 1.- \ LANDAU,\ 0- ‘ CONTACT: GREG A. PE, GE X X I E-2.0 PHOTOMETRIC 0 CO F--- LU SUITE 180 \ I ADDRESS: 1200 NW NAITO PARKWAY X X E-3.0 SUBMITTALS EROSION AND SEDIMENT CONTROL PLANS LU X l'" \ \ \ PORTLAND, OR 97209 I X X ECM COVER SHEET AND GENERAL NOTES EC10 CLEARING AND DEMOLITION LL LU -.I }--- co < I X X LU \ \ PHONE: (503)624-9274 1--- I X X EC20 GRADING,STREET,AND UTILITY CONSTRUCTION WI z 7 \ 7 „" X X EC30 DETAILS w co 00 —I C3 .."- „,,,,,------ ENVIRONMENTAL CONSULTANT 1,„,_ NAME: CK \ \ \ 1 < ENVIRONMENTAL SCIENCE&ASSESSMENT LLC ._ CX \\ ' 1;1111-1--— CONTACT: JACK DALTON (, ) Ili r ' i \ (.9 ° 0 ADDRESS: 107 SE WASHINGTON ST#249 LA \ PROJECT SITE PORTLAND, OR 97214 0 CrrY OF TIG, s t*- 0 \ i \\ PHONE: (503)478-0424 A.. ved.................._.....„.04 Conditionally Approved........—i I TITLE \ i ' i 1 SITE INFORMATION See Utter to:Follow,...................i I # DATE DESCRIPTION I \ \ I Permit Number: Pk mac II-10R' 4IF Attached...... j ..,1,' \ I Add - :: l?4,,C0 SA/ A t/... C, 7600 SW ATLANTA STREET .,...%* % .., eN I 0 6' \ tiy:,,...wi Date: -4:I i—ig E CITY OF TIGARD, WASHINGTON COUNTY, OREGON z 00 0000 -a \ 1S 1W 36CD: TAX LOT 1501 . ! GROSS SITE AREA: 0.991 ACRES 0 cli cacD REVISIONS 0 1.--- cc, ‘41.----------1-7-- , BENCHMARK .7,. ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENSHMARK NO.402 BEING A BRASS DISK STAMPED"C 597 1967”. ELEVATION: 219.86, DATUM: NVGD29 -1c I E- - ,,, OB KDC (3 441 cv V/ COORDINATE SYSTEM IS A LOCAL DATUM PLAN BASED ON OREGON STATE DRAWN BY CHECKED BY c) /'-- ----- —„„„,..,__ r—----------'-'->, ,14.:,___ PLANE, NORTH ZONE, NAD83 (2011) EPOCH 2010,00 0 if / SW ATLANTA ST ---- PERMIT suomurrAL-06/11/2018 (....) % q ( STATUS . ‘ / ATTENTION EXCAVATORS: OREGON LAW REQUIRES COMPLIANCE WITH OAR c, 0-6 \ 952-001-0010 THROUGH OAR 952-001-0090. THESE RULES MAY BE OBTAINED BY JUNE 11,2018 t.i \ m E CALLING OREGON UTILITY NOTIFICATION CENTER(503)232-1987. CONTRACTOR DATE MUST NOTIFY THE CENTER AT LEAST TWO WORKING DAYS BEFORE, BUT NOT la. \ PROJECT NUMBER Li MORE THAN TEN DAYS BEFORE, COMMENCING EXCAVATION. 18167 E rt 0_ CD Cl • PROJECT MAP C\t CALL BEFORE YOU DIG . Cal OU 1-800-332-2344 ©2018 OTAK,INC. „._.. C = -C If this drawing is not 22”x 34",it has been reduced/enlarged.Scale accordingly. a a a. Otak GENERAL NOTES. 8. ANY FILL PLACED IN BUILDING PAD AREAS SHALL BE COMPACTED. THE FILL SHALL BE CERTIFIED TO MEET THE STRUCTURAL FILL REQUIREMENTS PRIVATE STORM DRAIN NOTES: , OF THE UNIFORM BUILDING CODE AND THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, COMPACTION REPORTS SHALL BE MADE AVAILABLE TO THE ENGINEER. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT AND APPLICABLE REGULATIONS, SPECIFICATIONS, CODES, AND REQUIREMENTS OF 1. THE ENDS OF STORM DRAIN PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4"MARKER EXTENDING A MINIMUM 36"ABOVE THE GROUND WITH WASHINGTON COUNTY, CLEAN WATER SERVICES R&O 07-20 (CWS), THE OREGON STATE PLUMBING SPECIALTY CODE (UPC), AND THE OREGON 9. ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO(2)HORIZONTAL TO ONE(1)VERTICAL UNLESS OTHERWISE SHOWN THE END PAINTED WHITE. MARK TOTAL LENGTH OF 2"x4"AT EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2"x4"MARKER. Otak, Inc. STATE STRUCTURAL SPECIALTY CODE(UBC), ON THE PLANS OR SPECIFIED IN THE GEOTECHNICAL REPORT. 808 SW Third Avenue, Ste. 300 2. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATER-TIGHT JOINTS, Portland, OR 97204 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS INCLUDING SUCH 10. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL ADVISE THE GEOTECHNICAL ENGINEER 503. 287. 6825 INCIDENTALS AS MAY BE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND AS NECESSARY TO PROVIDE A COMPLETED PROJECT. AND THE CIVIL ENGINEER OF THE CONDITION FOUND AND COORDINATE CONSTRUCTION ACTIVITIES IN A MANNER THAT WILL ALLOW THE 3. ALL STORM SEWER PIPE SHALL BE PVC CONFORMING TO ASTM D-3039 AND INSTALLED IN ACCORDANCE WITH ASTM D-2321, UNLESS OTHERWISE www.otak.com ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. NOTED. 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO COMMENCING WORK ON THIS PROJECT. c PRO,c, 11. THE CONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF COMPACTION TESTS PERFORMED TO MEET CITY OF TIGARD REQUIREMENTS, AT THE 4. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN UNPAVED, c',.4 .,AGI NFA /© 4. THE CONTRACTOR SHALL KEEP A COPY OF ALL REQUIRED PERMITS AND AN APPROVED SET OF PLANS WITH ALL APPROVED REVISIONS ON THE DEVELOPER'S EXPENSE. TESTS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY AND WRITTEN RESULTS SHALL BE PROVIDED TO THE NON-STRUCTURAL FILL AREA IS 90%. COMPACTION IS TO BE PER ASTM D-1557 UNLESS OTHERWISE NOTED IN GEOTECHNICAL REPORT. 91573PE l PROJECT SITE AT ALL TIMES, APPROPRIATE AGENCY. SHOULD COMPACTION REQUIREMENTS NOT BE MET, CONTRACTOR SHALL RECOMPACT THE FILL AND PAY ALL PRELIMINARY ADDITIONAL TESTING COSTS RELATED TO THE RECOMPACTION,ALL COMPACTION SHALL BE DONE IN CONFORMANCE WITH ASTM D698. 5. STORM DRAIN LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE OREGON STATE PLUMBING SPECIALTY CODE 5. THE EXISTING AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE DRAWINGS WERE (UPC). TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED INCLUDING BACKFILL,COMPACTION OF BASE ROCK,AND THE LINES s OREGON co DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS AND AS-BUILTS. THE LOCATIONS AND DEPTHS OF THESE UTILITIES ARE FROM THESE 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, MANHOLES, VAULTS, ETC., THAT ARE AFFECTED BY ARE THOROUGHLY CLEANED. ��- `�iPs °r 13 ' 4`? RECORDS AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY IS ASSUMED BY EITHER THE OWNER OR THE CONSTRUCTION AND/OR FILL TO FINISH GRADE. STORM DRAIN INLET STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO THE STRUCTURE !F ©- ENGINEER FOR ACCURACY OR COMPLETENESS OF THESE LOCATIONS. WITHOUT PONDING. 6. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES © C H\\- PRESENTED BY ONE-SIXTEENTH BEND,ONE-EIGHTH BEND,ONE SIXTH BEND OR OTHER APPROVED FITTING OF EQUIVALENT SWEEP. EXPIRES: 12/31/2019 6. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE AND IN ADJACENT STREETS. ANY DAMAGE TO EXISTING 13. RETAINING WALL CONSTRUCTION SHALL CONFORM TO DETAILS INCLUDED WITHIN THE GEOTECHNICAL REPORT, AND STRUCTURAL DETAILS UTILITIES, WHETHER SHOWN OR NOT ON THIS DRAWING, SHALL BE REPAIRED I REPLACED AT THE CONTRACTOR'S EXPENSE AND TO THE PROVIDED IN THESE PLAINS. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR RETAINING WALL CONSTRUCTION. 7. ALL STORM DRAIN LATERALS TO BE WHITE IN COLOR. STAMP SATISFACTION OF THE UTILITY OWNER, EXISTING SURFACE FEATURES AND FENCING DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE OWNER. 14. ORGANIC MATERIAL(TREES, BRUSH,ROOTS,STUMPS, ETC.)SHALL BE REMOVED FROM THE SITE. STRIPPING SHALL GENERALLY BE 6 TO 8 INCHES AS DIRECTED BY THE GEOTECH, BUT MAY BE DEEPER IN WOODED AREAS. UNSUITABLE EXCESS STRIPPINGS SHALL BE DISPOSED OF BY THE PRIVATE WATER NOTES: 7. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK. CONTRACTOR. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET 15. STRUCTURAL OBSERVATION/FINAL APPROVAL LETTER IS NEEDED FROM ENGINEER OF RECORD BEFORE INSPECTION CAN BE APPROVED. FORTH ON OAR 952-001-0010 THROUGH OAR 952-001-0080. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 1. ALL PRIVATE DOMESTIC WATER PIPING SHALL BE INSTALLED BY A LICENSED PLUMBING CONTRACTOR AND A LICENSED JOURNEYMAN PLUMBER 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES,YOU MAY CONTACT THE CENTER. PER ORS 693.025. CASCADE PACIFIC 8. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES WITH UNDERGROUND FACILITIES IN THE PROJECT AREA 24 HOURS BEFORE 2. CITY OF TIGARD AND TVWD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE CONSTRUCTION COMMENCING CONSTRUCTION IN THEIR VICINITY. GENERAL UTILITY NOTES. INVESTMENTS, LLC 3. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 36"OF COVER TO FINISH GRADE. CONSULTANT 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED AND OVERHEAD UTILITIES. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY PROVIDER. 1. ALL TRENCHES PARALLEL TO A BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE BUILDING FOOTING. 4. ALL PRIVATE ON-SITE FIRE WATER LINES SHALL BE PVC,AWWA C900,CL-235,WITH BELL AND ELASTOMERICK GASKET,WITH PLAIN END OR DUCTILE F;vc IRON FITTING, OR CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE CONFORMING TO ASTM 536, ANSI A21.5 (AWWA C151), AND ANSI A 21-11 10. THE INSTALLATION OF NEW OR RELOCATION OF EXISTING ELECTRICAL, TELEPHONE, GAS,AND CABLE SERVICE SHALL BE COORDINATED BY THE 2, ALL PIPE AND FITTINGS WITHIN DACFEET OF A BUILDING SHALL BE OF A TYPE THAT IS ALLOWED FOR USE WITHIN THE BUILDING. (AWWA C111)WITH MON JOINTS. FITTINGS SHALL BE CLASS 250 CONFORMING TO ANSI A21-4(AWWA C-104)AND ANSI A 21-10(AWWA C-110). ALL CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY. FIRE WATERLINES SHALL COMPLY WITH NF 24. 3. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL AND EACH RUN OF PIPING, 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF UTILITY TRENCHES,CONDUIT,VAULTS,PADS,PEDESTALS,AND UTILITY TRENCH WHICH IS MORE THAN 100' IN TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100', OR FRACTION THEREOF, IN 5. ALL TEES, BENDS, AND ENDS OF WATER LINES SHALL BE RESTRAINED WITH A RESTRAINED JOINT SYSTEM (MEGALUG OR APPROVED EQUAL) IN BACKFILL IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND PLANS OF SERVICING UTILITIES(ELECTRICAL,TELEPHONE,GAS,AND CABLE). LENGTH OF SUCH PIPING, AN ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION ACCORDANCE WITH THE TVWD STANDARDS. EXCEEDING 135 DEGREES. APPROVED MANHOLES MAY BE INSTALLED IN LIEU OF CLEANOUTS WHEN FIRST APPROVED BY THE ADMINISTRATIVE 12. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS ARE FROM A TOPOGRAPHIC SURVEY. THE CONTRACTOR SHALL AUTHORITY. THE MAXIMUM DISTANCE ALLOWED BETWEEN MANHOLES IS 300'. 6. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH TVWD STANDARDS AND BE THOROUGHLY FLUSHED AND CHLORINATED, AND VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS. CONTRACTOR SHALL CONFIRM BENCHMARK LOCATION AND ELEVATION POTABLE WATER TESTS SHALL BE APPROVED BY TVWD PRIOR TO ANY METERED SERVICE HOOK-UP. WITH SURVEYOR. 4. EACH CLEANOUT FITTING AND CLEANOUT PLUG OR CAP SHALL BE OF AN APPROVED TYPE. PLUGS SHALL HAVE RAISED SQUARE HEADS OR APPROVED COUNTERSUNK RECTANGULAR SLOTS. COUNTERSUNK CLEANOUT PLUGS SHALL BE INSTALLED WHERE RAISED HEADS MAY CAUSE A 7. PRIVATE WATER LINES SHALL BE PRESSURE TESTED PER TVWD STANDARDS PRIOR TO FINAL ACCEPTANCE. 13. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE FOR REFERENCE ONLY. THESE PLANS ARE NOT MEANT TO SERVE BOUNDARY SURVEY HAZARD. WHEN A HUBLESS BLIND PLUG IS USED FOR A REQUIRED CLEANOUT, THE COMPLETE COUPLING AND PLUG SHALL BE ACCESSIBLE FOR PURPOSES. REMOVAL OR REPLACEMENT. 8. NO VALVES SHALL BE OPENED OR CLOSED WITHOUT APPROVAL FROM THE TVWD. 14. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL 5. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE COMPRESSION JOINT NO CLOSER THAN 12"AND NO FARTHER THAN 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER SEPARATION BETWEEN SANITARY SEWER LINES AND WATER LINES AS BE APPROVED BY THE ENGINEER AND APPLICABLE REGULATORY AGENCY REPRESENTATIVE, 36" FROM THE MANHOLE. NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, REQUIRED BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AND STATE DEPARTMENT OF HEALTH.WATER LINE SHOULD MAINTAIN A MIN.OF 18" UNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER THE OREGON PLUMBING SPECIALTY O.D.TO O.D.VERTICAL CLEARANCE FROM SEWER LINE AT ALL TIMES. 15. APPROVED EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH REGULATORY AGENCY REQUIREMENTS. THE CODE. OPEN-GRATE LIDS WILL NOT BE ALLOWED ON ANY MANHOLE. CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT,AND PERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. f We 10. STENCIL"W"IN CURB LOCATING WATER METER STOPS. ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR AT ONCE. 6. ANY EXISTING UTILITIES THAT WILL BE LOCATED UNDER AND WITHIN-145 FEET OF THE PROPOSED BUILDING SHALL BE REPLACED WITH PIPE MATERIALS THAT ARE ALLOWED FOR USE WITHIN THE BUILDING. TESTS AND INSPECTIONS ARE REQUIRED PRIOR TO COVERING. 11. WATER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE OREGON STATE PLUMBING SPECIALTY CODE(UPC) 16. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. AND TVWD STANDARDS. TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED INCLUDING BACKFILL, COMPACTION OF BASE 7. PRIOR TO BUILDING DEMOLITION: EVERY ABANDONED BUILDING SEWER, OR PART THEREOF, SHALL BE PLUGGED OR CAPPED IN AN APPROVED ROCK,AND THE LINES ARE THOROUGHLY CLEANED. 17. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD (TEMPORARY) OR HOT MIX, AT THE CLOSE OF EACH WORK DAY. MANNER WITHIN TWO FEET OF THE PROPERTY LINE. INSPECTION IS REQUIRED. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. 12. ALL PRIVATE FIRE HYDRANTS ARE TO BE RED IN COLOR. 8. ABANDONED STORM AND SANITARY SEWERS SHALL BE REMOVED IN THEIR ENTIRETY OR FULLY GROUTED. INSPECTION IS REQUIRED. W Q 18. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. CONFORMANCE WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. THE DEQ IS OPPOSED TO ANY OIL, GREASE, GASOLINE, ETC. DRAINED INTO ANY SANITARY SEWER OR STORM SEWER. DEQ WANTS ALL OIL, (09 0 GASOLINE, GREASE, ETC. TO BE TREATED AS ANY OTHER HAZARDOUS WASTE WITH ON-SITE CONTAINMENT AND REMOVAL BY LICENSEDCt 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL AND/OR ABANDONMENT OF EXISTING HAZARDOUS WASTE DISPOSAL PROFESSIONALS. THE DEQ MAY ISSUE CITATIONS FOR INTRODUCING OIL, GAS, ETC. INTO A DRAINAGE SYSTEM Q G( UTILITIES OR PROPER FILLING OF THE UTILITIES(SEPTIC TANKS, LINES, ETC,) IF THEY ARE TO REMAIN. IT SHALL ALSO BE THE RESPONSIBILITY OF THAT CONNECTS TO THE SANITARY SEWER OR THE STORM SEWER, THE FACT THAT AN OILIWATER SEPARATOR IS INSTALLED INLINE WOULD NOT Cle 0 THE CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS AND MAKE A DIFFERENCE. IT IS RECOMMENDED THAT THE DRAINS TO THE OILNVATER SEPARATOR NOT BE INSTALLED. REMOVAL OF ANY EXISTING WATER WELLS. C/)^ 10. WYE BRANCH FITTINGS REQUIRED FOR ALL PRIVATE SANITARY AND STORM LATERALS. 1-- v J 20. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL W W DEVICES (MUTCD) AS MODIFIED BY THE OREGON SUPPLEMENTS. THE CONTRACTOR SHALL SUPPLY THE CITY ENGINEER WITH A TRAFFIC 11. THE UTILITY TAPS TO SERVE THIS PROJECT WILL BE INSPECTED UNDER THE ASSOCIATED PUBLIC IMPROVEMENT WORK. X I- CONTROL PLAN. 12. THE EXCAVATION CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION CENTER AT 503-232-1987 AT LEAST 48 HOURS, BUT NOT MORE J U~) 21. THE CONTRACTOR SHALL PROVIDE MAGNETIC TAPE OVER ALL NONMETALLIC UNDERGROUND PRIVATE STORM DRAINS, WATERLINES, AND THAN 10 BUSINESS DAYS BEFORE BEGINNING EXCAVATION. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY Q Z SANITARY SEWERS. (OR AS SPECIFIED BY LOCAL AGENCY). NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES W 1-- BY CALLING THE ADMINISTRATIVE CENTER. CO Z 22. A PRE-CONSTRUCTION CONFERENCE WITH CONTRACTOR, ENGINEER, OWNER,AND GOVERNING JURISDICTION IS REQUIRED PRIOR TO STARTING J THIS PROJECT. 13. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE,FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED ia Q PAVEMENT GRADES. Et 23. THE CONTRACTOR SHALL SOLELY AND COMPLETELY BE RESPONSIBLE FOR THE CONDITION OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY 14. HYDROSTATIC AND AIR TESTING OF SANITARY LINES, STORM DRAIN LINES, AND MANHOLES SHALL BE CONDUCTED IN ACCORDANCE W/ THE QC2 � CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. REQUIREMENTS OF THE UNIFORM PLUMBING CODE AND CITY OF TIGARD STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED BY THE LUCI) Z CONTRACTOR. Z © W 24. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY 111 0 ♦^ ADJACENT TO THE SITE AND SHALL AT THEIR EXPENSE REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR in- (9 P. v ADJACENT TO THE JOB SITE WHICH ARE NOT DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF THE CONTRACTOR'S OPERATION. PRIVATE SANITARY SEWER NOTES: TITLE # DATE DESCRIPTION N 4 O OF SANITARY SERVIE STUBS SHALL BE MARED A ONE PIEC 2"x4" MARKER EXTENDING A MINIMUM 36" OVE THE NDS GRADING NOTES: 1 WITHETHE END PAINTED GREEN. MARK TOTAL LENGTH OF 2"x AIT EXPOSED E©E ATTACH MAGNETIC TAPE ALONGSIDE THE 2"x4"MARKER. z ROUND Al `- 2. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D-3034(SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D-2321, UNLESS co 1. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY, UNLESS OTHERWISE SHOWN ON THE GRADING PLANS. OTHERWISE NOTED. 3 0 2. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN, UNLESS OTHERWISE NOTED. 3. SANITARY SEWER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE OREGON STATE PLUMBING SPECIALTY 0 CODE(UPC). LINES SHALL BE TESTED AFTER CONSTRUCTION IS COMPLETED(INCLUDING SERVICE LATERALS, BACKFILLING,AND COMPACTING OF 3. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE ELEVATIONS UNLESS OTHERWISE NOTED. ALL SURFACES BASE ROCK)AND THE LINES HAVE BEEN THOROUGHLY CLEANED. Z3 SHALL BE GRADED SMOOTH AND FREE OF IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. 3 4. UNLESS OTHERWISE NOTED ON PLANS,LATERALS SHALL BE 6"DIAMETER WITH A MINIMUM GRADE OF 2.0%. REVISIONS 4. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. 0 5. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN PAVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTING IN UNPAVED, 0 5. CONTRACTOR TO REMOVE ALL UNSUITABLE MATERIAL, DEBRIS, AND ORGANIC MATERIAL WITHIN GRADING AND FILL LIMITS PRIOR TO FILL NON FILL AREAS IS 90%. COMPACTING IS TO BE PER ASTM D-1557 UNLESS OTHERWISE NOTED IN GEOTECHNICAL REPORT. o PLACEMENT. NEW FILL MATERIAL SHALL BE BENCHED INTO EXISTING GROUND IN ACCORDANCE WITH RECOMMENDATIONS IN THE GEOTECHNICAL OB KOC 0 DRAWN BY CHECKED BY REPORT. 6. PIPE BEDDING CLASS"B",UNLESS OTHERWISE APPROVED.CLASS"B" IS i"-0"CRUSHED ROCK 6"UNDER INVERT TO FOOT OVER PIPE. m ° PERMIT SUBMITTAL-06/11/2018 CD 6. THE REMOVAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION WITH THE GEOTECHNICAL ENGINEER. UNSUITABLE MATERIAL SHALL 7. CONTRACTOR TO VERIFY INVERT ELEVATIONS OF EXISTING STRUCTURES PRIOR TO COMMENCING WORK AND NOTIFY THE ENGINEER OF STATUS BE DISPOSED OF AS DETERMINED BY THE GEOTECHNICAL ENGINEER. IF SUCH MATERIAL IS REMOVED FROM THE SITE IT SHALL BE REMOVED AT APPARENT DISCREPANCIES WITH INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR'S SOLE EXPENSE, DATE JUNE11 2018 a 8. ALL SEWER LATERALS SHALL BE GREEN IN COLOR. 7. THE CONTRACTOR SHALL UTILIZE SUITABLE SUBGRADE MATERIAL FOR ALL FILLS. ALL FILLS IN FINISH PAVED AREAS ARE TO BE PLACED IN 18167 ACCORDANCE TO GEOTECH RECOMMENDATIONS. THE CONTRACTOR SHALL COMPACT EACH LIFT TO A DENSITY NOT LESS THAN 95% OF THE PROJECT NUMBER co MAXIMUM DRY DENSITY DETERMINED BY STANDARD PROCTOR (ASTM D-698)OR EQUIVALENT. SUBGRADE SHALL BE COMPACTED TO A LINE ONE CV FOOT BEYOND EDGE OF PAVING,CURBS, SIDEWALKS AND SIDEWALK EXTENSIONS. 0 N -- C 0 • 02 C c . _, O 2018 OTAK,INC. -a If this drawing is not 22"x 34",it has been Q. reduced/enlarged.Scale accordingly.