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Plans (53) S 1T20 18-00017 Otak TIGARD SELF STORAGE ,, t Otak, Inc" 808 SW Third Avenue, Ste. 300 Portland, OR 97204 impRov _ vi _ NIT pLANs503. 287. 6825 www.otak.corn --s, � fxRECEIV'T GARD , ORl.I 91573PE CI- 1,J PRELIMINARY JUN 12 2018 OREGON w w ��(�AT 1 3, 2°� �� 0I- CITY OF TIGARD o. c H\\--° Li_ LLJ LU LU BUILDING DIVISION r APPLICANT m SHEET INDEX � EXPIRES: 12/31/2019 MCC CC STAMP a t CONTACT: JEB KOERNER a a _ acs GENERAL I-- -' - ADDRESS. 1410 NW KEARNEYST., #511 cr) X X X C0.00 COVER SHEET r� 1.- i PORTLAND, OR 97209 c�l3 • PHONE: (503) 793-1439 X C0.01 CITY OF TIGARD GENERAL NOTES EMAIL: JEB.KOERNER@GMAIL.COM R X X C0.02 GENERAL NOTES X X X C1.00 EXISTING CONDITIONS-DEMOLITION PLAN SW PFAFFLE ST. ARCHITECT/ CIVIL ENGINEER/ R X 01.01 FIRE PROTECTION PLAN CA1NASCADEN SC LLC GRADING PLAN SURVEYOR/ PLANNER/ LANDSCAPE R X C2.00 SITE GRADING CONSULTANT ARCHITECT PUBLIC IMPROVEMENTS PLANS t' " NAME: OTAK INCORPORATED X R C3.00 ATLANTA ST PLAN AND PROFILE (� O r ii ,'"- PROJECT SITE PLANNER: KATE ROGERS SITE IMPROVEMENTS PLANS ARCHITECT: CHRISTINA WEST, AIA, NCARB X R C3.10 SITE IMPROVEMENTS PLAN ii PUBLIC UTILITY PLANS QPG\ it LANDSCAPE ARCHITECT GABRIEL KRUSE, PLA -- ti} ENGINEER: KYLE CHILDERS, P.E. X R C4.00 PUBLIC UTILITY IMPROVEMENTS-ATLANTA STREET" SW ATLANTA ST X R 04.01 PUBLIC UTILITY IMPROVEMENTS-SANITARY SEWER LINE SURVEYOR: JON YAMASHITA, PLS ADDRESS: 808 SW THIRD AVENUE, SUITE 300 SITE UTILITY PLANS _`. PORTLAND, OR 97204 X X 1 C4.10 SITE UTILITY IMPROVEMENTS `•' PHONE: (503) 287-6825 DETAILS O FAX (503)415-2304 X X C5.00 STREET IMPROVEMENT DETAILS _ .. X 05.01 SITE IMPROVMENT DETAILS © . „. X X C5.10 STORM AND SANITARY DETAILS ry TRAFFIC ENGINEER u) , X X C5.11 STORM AND SANITARY DETAILS NAME: LANCASTER ENGINEERING X X C5.12 STORM WATER AND LIDA DETAILS VALIDITY OF PERMIT VICINITY MAP 0 CONTACT: MIRANDA WELLS, P.E. C6.00 WATER DETAILS THE BASED UAONNCE o OTA PERM/ CTION N.T.S. ADDRESS: 321 SW 4TH AVE„ SUITE 400 LANDSCAPE PLANS DOCUMENTS AND OTHER PORTLAND, OR 97204DATA SHALL NOT PREVENT X X L1.01 LANDSCAPE PLANIX PHONE (503) 248-0313 THE CODE OFFICIAL FROM W O X L1.02 SITE FURNISHINGS REQUIRING THE CORRECTION X X L1.03 LANDSCAPE NOTES AND DETAILS OF ERRORS.OSSC 105.4 0 0 GEOTECHNICAL ENGINEER LIGHTING PLANSgcc NAME: GEO ENGINEERS, INC. X X E-1.0 NOTES&DETAILS o H CONTACT: GREG A. LANDAU, PE, GE X X E-2.0 PHOTOMETRIC 1200NW A PARKWAY X X E 3.0 SUBMITTALS VALIDITY OF PERMIT__ W ADDRESS: NAITOW EROSION AND SEDIMENT CONTROL PLANS - ._ v■, ' " -� IT SUITE 180 BAsgb, F# f - 71 Ct I- X X ECOO COVER SHEET AND GENERAL NOTES _« ■ ._ • ~ W PORTLAND, OR 97209 Da� ' *�tiI� G J U3 W PHONE: (503) 624-9274 X X EC10 CLEARING AND DEMOLITION ❑,�E, RET.,d " , - r� Q Jae, =offis •.. LVED j W I- X X EC20 GRADING, STREET,AND UTILITY CONSTRUCTION : likif!, . _ t�,UKHkG` ION 0 Z i X X EC30 DETAILS OF ERRORS.()SSC 105.4 J U) ENVIRONMENTAL CONSULTANT ClQCt ,r- • NAME: ENVIRONMENTAL SCIENCE &ASSESSMENT LLC Ce J Q < W CONTACT: JACK DALTON a/ Lit (/} PROJECT SITE ADDRESS: 107 SE WASHINGTON ST#249 REVIEWED FOR V W cO 0 PORTLAND, OR 97214 CODE COMPLIANCEi- tr.kLi CO 010PPHONE: (503)478-0424 j TITLE • If OFFICE COPY # DATE DESCRIPTION o SITE INFORMATION U / , 7600 SW ATLANTA STREET z Cityof Tigard Erosion Contro CITY OF TIGARD, WASHINGTON COUNTY, OREGON 9 To Schedule Inspections: J 1 S 1W 36CD: TAX LOT 1501 Call (503) 639-4175 GROSS SITE AREA: 0.991 ACRES initial inspection: 0 Prior to footing inspection 0 n4 Prior to final building inspector CD ..�__ -- --- BENCHMARK m ®� REVISIONS rn o ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENSHMARK N CITY OF TIGARD a -----.-- j A BRASS DISK STAMPED "C 597 1967", ELEVATION: 219.86, DATUM: NVGD29 Rnvazw FOR CODE COMPLIANCE 0 0 - _ Approved I OB KDC ___ COORDINATE SYSTEM ISA LOCAL DATUM PLAN BASED ON OREGON STATE '� SW ATLANTA ST I PLANE, NORTH ZONE, NAD83 2011 EPOCH 2010.00 OTS - DRAWN BY CHECKED BY s Permit#i ,S i f z �]J 'Q r) C) 1 -3 PERMIT SUBMITTAL-06/11/2018 / �' r!', j Address: 7 ADO , + I G v1i-a 5-�- STATUS ATTENTION EXCAVATORS: OREGON LAW REQUIRES COMPLIANCE WITH OAR Suite #: JUNE 11,2018 952-001-0010 THROUGH OAR 952 001-0090. THESE RULES MAY BE OBTAINED BY .o CALLING OREGON UTILITY NOTIFICATION CENTER (503)232-1987. CONTRACTOR By: .......4Datesiz DATE a MUST NOTIFY THE CENTER AT LEAST TWO WORKING DAYS BEFORE, BUT NOT 18167 E MORE THAN TEN DAYS BEFORE, COMMENCING EXCAVATION. PROJECT NUMBER ca PROJECT MAP 0 Q CALL BEFORE YOU DIG r N.T.S. 1-800-332-2344 1 CITY OF TIGARD C 0 • 0 0 Approver:\ Planning ©2018 OTAK, INC. cz)0 Date. C �2- If this drawing is not 22"x34",it has been a reduced/enlarged.Scale accordingly. Initials: Al--- 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. ,,,-..021 L. 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 Otak, Inc. 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. 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 0-2321, 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. art.' PRO,& 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, �S��O t N�F�i' A 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. aC 91573PE q(-' 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 0698. 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 Nb 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. 1� AT 1 3 9° 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 p G H�`0� 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 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 l 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 Nt3TES. } 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 kavaagio 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES,YOU MAY CONTACT THE CENTER. PER ORS 693.025. esu - P CASCADE PACIFIC 8. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES WITH UNDERGROUND FACILITIES IN THE PROJECT AREA 24 HOURS BEFORE GENERAL UTILITY NOTES: 2. CITY OF TIGARD AND TVWD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE CONSTRUCTION INVESTMENTS,LLC COMMENCING CONSTRUCTION IN THEIR VICINITY. 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 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 TWO FEET OF A BUILDING SHALL BE OF A TYPE THAT IS ALLOWED FOR USE WITHIN THE BUILDING. (AWWA 0111)WITH TYTON 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. 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 TWO 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. W0 18. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. CONFORMANCE WITH ALL REGULATIONS AND Q 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, GASOLINE, GREASE, ETC. TO BE TREATED AS ANY OTHER HAZARDOUS WASTE WITH ON-SITE CONTAINMENT AND REMOVAL BY LICENSED < (Y 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 QUA, 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 OIL/WATER SEPARATOR IS INSTALLED INLINE WOULD NOT 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 OIL/WATER SEPARATOR NOT BE INSTALLED. O 17- REMOVAL OF ANY EXISTING WATER WELLS. W 10. WYE BRANCH FITTINGS REQUIRED FOR ALL PRIVATE SANITARY AND STORM LATERALS. 20. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL CO E E 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. Ce I- CONTROL PLAN, LL I `r✓ 5 ("�"� 12. THE EXCAVATION CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION CENTER AT 503-232-1987 AT LEAST 48 HOURS, BUT NOT MORE J (J) 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 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 LLI i-- BY CALLING THE ADMINISTRATIVE CENTER. CO Z .1 22. A PRE-CONSTRUCTION CONFERENCE WITH CONTRACTOR, ENGINEER, OWNER,AND GOVERNING JURISDICTION IS REQUIRED PRIOR TO STARTING THIS PROJECT. 13. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE,FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED 0 Q ct PAVEMENT GRADES. A/ 23. THE CONTRACTOR SHALL SOLELY AND COMPLETELY BE RESPONSIBLE FOR THE CONDITION OF THE JOB SITE DURING THE COURSE OF LL , , r 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 Q 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 w co E CONTRACTOR. W 24. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY w O r 11 ADJACENT TO THE SITE AND SHALL AT THEIR EXPENSE REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR 1 0 two 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 O U 1. THE ENDS OF SANITARY SERVICE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4" MARKER EXTENDING A MINIMUM 36"ABOVE THE GROUND GRADING NOTES. WITH THE END PAINTED GREEN. MARK TOTAL LENGTH OF 2"x4"AT EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2"x4'MARKER. 0 2. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D-3034(SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D-2321, UNLESS 1. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY,UNLESS OTHERWISE SHOWN ON THE GRADING PLANS. OTHERWISE NOTED. ca S 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 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. 5 SHALL BE GRADED SMOOTH AND FREE OF IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. o REVISIONS 4. UNLESS OTHERWISE NOTED ON PLANS,LATERALS SHALL BE 6 DIAMETER WITH A MINIMUM GRADE OF 2.0%. 4. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. c, 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. OB KDC PLACEMENT. NEW FILL MATERIAL SHALL BE BENCHED INTO EXISTING GROUND IN ACCORDANCE WITH RECOMMENDATIONS IN THE GEOTECHNICAL v DRAWN BY CHECKED BY 6 REPORT. 6. PIPE BEDDING CLASS"B",UNLESS OTHERWISE APPROVED.CLASS"B"IS i"-0"CRUSHED ROCK 6"UNDER INVERT TO FOOT OVER PIPE. PERMIT SUBMITTAL-06/1 1/2018 0 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. JUNE 11,2018 THE CONTRACTOR'S SOLE EXPENSE. DATE E 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 E. ACCORDANCE TO GEOTECH RECOMMENDATIONS. THE CONTRACTOR SHALL COMPACT EACH LIFT TO A DENSITY NOT LESS THAN 95% OF THE PROJECT NUMBER MAXIMUM DRY DENSITY DETERMINED BY STANDARD PROCTOR(ASTM D-698) OR EQUIVALENT. SUBGRADE SHALL BE COMPACTED TO A LINE ONE FOOT BEYOND EDGE OF PAVING,CURBS,SIDEWALKS AND SIDEWALK EXTENSIONS. 0 N - C 0 . 02. . . , ®2018 OTAK,INC. oIf this drawing is not 22"x 34",it has been reduced/enlarged.Scale accordingly. , \„---------------- wo \ I Otak , \ _ ••0•••_ -_ &,././ • ` ' " ` , +� Otak, Inc. Qy� TL 1 S136CD 808 SW Third Avenue, Ste. 300 1500 � �_ ------'' I Portland, OR 97204 % 503. 287. 6825 CO , 1 TL 1 S136CD www.otak.com Qyc oo4c _ _ 1400 P�1 _ -208. V �n / I I �� ff`rJ� PSP'` y .,,,,"'r. - - ,r 0, I I ::97:G1R15:::30. �� O� ,.. II , PE l• ' �• _ - 2O� , PRIINARY 1 .� •—�-' QAC �� I sONr - - \ t/ 2Q�� 1 ___205--'' 1 I �� f EXPIRES: 12/31/2019 I RELOCATE EXISTING II�'r --__205-x..„.... StwltlB ` STAMP OVERHEAD POWER _-- 0y4 1 , CONTRACTOR TO COORDINATE _ ` ' \, +< I vu' RELOCATION W/ PGE zQ4 ` s � _ I 7' 1 rte' - -iv- r tiC I I 1 7/ I I \ ,if ......,.. 203`1 °tip CASCADE PACIFIC • / ` ` _ INVESTMENTS, LLC r 1 y CONSULTANT k i'I I I CP 1 rr 1 2Q� I l ' I1 I I I u� EX. ADJ. -�' I 1 � BUILDING II _ TL 1 Si36 �` I 1 "d-' I I -Do '� I 1- 1 Aas t, 15 C 1 I -� I I I 50,,\.20,,I,‘.... 11 Y' ,` !tet SHRUB I I �N �1 ti L,)'',=.8, \ ; � ,' 15.OR 050,0)waz ' AREA=43, 164,'SF. I -it./'-'- CA. SE* Q ' 'cr �—�' J '' / r' (0.99 �X.) \ ' // /'� 1 • to ' r \\ - r \ , REMOVE/ ABONDON CIO .' PORTION OF EXISTING 1 : I I PUBLIC SANITARY 0 •• i\r". \ .i. I I SEWER LINE. i/ , t TL 1 S 136CD �, I I .J IL 1 S136CD 1601I I0 1700 I ,\ I r ,. , \ CENTERLINE OF EXISTING 'I `I s;;t SHRUB f' -198- _ -' l I /�`~ ADJACENT DRIVEWAY ,` I I ,, \„.__s;;e SHRUBCC 1 1 �� r ► , { • W Q CO ' i .d i, 4 a 0 Z °O IIINNN /' J �, r�� \ /fir 1 - r Q 0.\ \ 0 _ __ 1 \ \ I ❑C c� Q 1 I I TL 1S136DC 0 ~ \._ D.w,'P. CON.,. ., 1 ,7,/ �� a 1\ 'S ' / i /' 19 5- l` 't W �'r 1 00500 \ \ ,...: ., f •). 4...............-- --...�' `I / /' /' `�� I / - t it .. `"'— A \ i `'oo '9g1 r / i REMOVE EXISTING TREES I 60CO Wf�� : 'STOP" c. ASPHAFT f ASPHALT `� ,' /' lIMLL z SS 1 } rSO p) J_ ' : ,.. U ti I ; RR, p �E �-- 05, ,l _4 -SS ,..�„ _ _ �� -EX R W - _, I �,� R �� T Z rc� `i. ,' ' - - _ ' - �' I ; / DIR. B FF Q V1— o \� CURB & GUTTER n. -� -�. �r� ,'\ ~`- - --,` -- -- I ` ,' ' I� ONLY R ❑ �-- Z Z0 u'- 111� W --�,'��. EX WtR L �. II''G \\ . .. - 1 o ` CONC o o �- ; W--_..�5 �� 7-::-713\nZNC-------- - EXGASLINE ttet _r� ) IiNE _ �l1LJQ 0,401 1i '' / \ - 1 / 'II', z P ---________: ___\ ------_____ __C) Ccvr-WIRSS--gb '"; . • :' ----411Lk- -a.- gdWk. _ �� SD \ _ ��- : . JRf\ 7'- �� 711:1:\ e�� IIS j I „^.'� W 11111P7PW:T::F----"--111 • 9;1 / ry y y - - -1l� � ti - f rr___ J Y ��r� a: �1. Irr / TITLE T _ r mor -.' ----X\ SW :\- �~� DATE DESCRIPTION �� I S — _ 4 NC. x • .-• - ro 1 Q j z EX R/W — + wEX r SWR LINE E TL 1 S 136CD 1 101-44,,'.._._, �' Z o I DELINEATED 2000 EX FH :X !' WETLANDS 1 J} CENTERLINE OF EXISTING I6 WIRE -//: o �1 ADJACENT DRIVEWAY REMOVE/ ABANDON " / EX 18" 7 42 / g PORTION OF EXISTING / IE = 187.42 U STORM SEWER LINE DIR. ID ONLY / U LEGEND / / / REVISIONS 3 /a a SANITARY LINE EXISTING MAJOR -190 - FIRE HYDRANT LIGHT POLE o STORM LINE —SD— CONTOUR LINE WATER VALVE N LINE CONTINUES '�-' GAS LINE �— WATER METER EB 0 0 OB KOC OVER HEAD UTILITY LINE aHL— EXISTING MINOR\ \ GAS LINE MARKER SIGN ® DECIDUOUS TREE DRAWN BY CHECKED BY CONTOUR LINE PERMIT SUBMITTAL-06/11/2018 WATER LINE w GAS VALVE m POWER LINE SURVEY CONTROL LIGHT FIBER OPTIC LINE SIGN OR SIGN POST SANITARY MANHOLE EVERGREEN TREE o STATUS o JUNE 11,2018 FENCE (AS NOTED) x APPROXIMATE MANHOLE ELECTRIC VAULT P SHRUB BUSH 0DATE -a- CATCH RAMP SIZE/LOCATION TRANSFORMER T CULVERT PIPE __= CATCH BASIN ® POWER JUNCTION BOX g 18167 TREE TO BE REMOVEDX Li PIPE TO BE REMOVED --/-iiiiii,Z,Z 444- 20' 0' 20' 40' PROJECT NUMBER N TREE CODING DRAINAGE ARROW co CONC.= CONCRETE DEC = DECIDUOUS 0 DEC = TYPE SCALE IN FEET C 1 • 0 0 D.W.P.= DETECTABLE WARNING PAD 12"= SIZE (DBH) 103 = TREE TAG NO. ©2018 OTAK, INC. 4) 0 a If this drawing is not 22"x 34",it has been reduced/enlarged.Scale accordingly. Otak 1 �� ► ' N Y I Otak, Inc. 808 SW Third Avenue, Ste. 300 Portland, OR 97204 ' --i1\\ 503. 287. 6825 www.otak.com NOTE: 1 — �, PROPERTY LINE pR� cr 1. THE BUILDING IS TO BE EQUIPPED WITH AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM PER vI ��,N�E /p TUALATIN VALLEY FIRE&RESCUE FIRE CODE GUIDELINES&OREGON FIRE CODE 503.1.1 EXCEPTION. I 91573PE IN LIEU OF PROVIDING AN ACCESS ROAD WITHIN 150 FEET OF ALL PORTIONS OF THE EXTERIOR WALL OF THE FIRST STORY OF THE BUILDING. PRELIMINARY 1 s oRE�oN 2. FIRE DEPARTMENT ACCESS ROADS ON SITE ARE DESIGNED TO SUPPORT AN APPARATUS WEIGHING �y SOT N 5 75,000 LB GVW. !� �� 1�D�R 3. ALL VEHICLE ACCESS ROADS SHOWN ON PLAN HAVE TURNING RADIUS OF 28 FT.(INSIDE)AND 48 FT. � STAMP� EXPIRES: 12/31/2019 (OUTSIDE) ____iii 1 I N r I 111 PROPOSED I STORAGE BUILDING FIRE DEPARTMENT ACCESS TO ROOF 16 WRqE [ CASCADE PACIFIC TL 1S136CD ` VIA RATED STAIR TOWER WITH SHIPS SEW�REPS�M�N INVESTMENTS, LLC ‘ LADDER TO ROOF DECK. ROOF TOP CONSULTANT 1601 TL 1S136CD STAND PIPE ALSO PROVIDED I\ I 1501 �+ I EX. ADJ. � I BUILDING :, \EX• \-.. i • • • '-. • .y Ili % \\\ • • of .. r , Ir fig` / •} } l �.f • � { �• •- • ♦ P M ?.i 44 . 4 ♦ .a. ro r = . 44 .144 • 44 a i • • 1 • a • f• FIRE DEPARTMENT ACCESS TO ROOF14 . •'''''' '•'•' VIA RATED STAIR TOWER WITH SHIPS + •'•'•_•' ' •• •• -3:' % (f)\ • • • 41. 4 LADDER TO ROOF DECK. ROOF TOP r ' Ji .'` • •1. . STAND PIPE ALSO PRQVIDEDi • =••••••• ` CCO f • f'• •'♦ 1 1,/ r } � 0 0 +• I } + . prow , •' y Q ar / • 1 R.O.W. y 1 k ."DCDA WITH FDC 2ND STORY OVERHANG �� •'_ , Z Ce 0 �� • T 1 STRUCTURE 9' -• r' r` - - _ 1 O ,�.. ::.:_�• �" r...11,i r- ——i 7-----4-- c,.t Al 41 0 I,:stio �� ; / I •ROPOSED W iX 1 -lanidriiimillh� • • ?� pr FIRE HYDRANT �..� • � 1- v -----iwil irrommiti"-4.-'' "- - - • .. - - .- - : , - : -, . , : 1 . A dr 4 a, UJ 1-- 1-- _______ ______ _______ ,....,,...„,„„Mt:-- ----ww. .----•—__________—. ' dr will. . . N \ ' / co . .00 ______ ______ ...„....,.. , ,Lic, „ti . r. ..... .---.+----^- ___ 1....Jr410,211.4i6 IMOIMWIE I Ct k — — , ,, Aordwark!,...411PIWAWarik --__... -----7 a+aa .an~~~~ 2 ~ I.L. JCL 7*.,--___._ ArAvairritrarav Atite r -- ---- ---A---- LLJ C) dlr._ 4r' 73 , ______.-. ....mow .,_�-...- •- rallrAmiummirir aildirerder 401 ��-�� ` TITLE S W ULA y # DATE DESCRIPTION o r ~60'` l• .W� IRE TRUCK 1 .' TEX 8"WTR —11 — — 4� I TURNAROUND Z5�, ' — — � 60'� PER NF&RESCUE E z -� _ _ I REQUIREMENTS _ EX FIRE HYDRANT TO f I J ` 1 a REMAIN - / I0 C3 N. GO c 3 LEGEND TVFR ACCESS NOTES REVISIONS 12. Ci RIGHT OF WAY - - EXISTING FIRE HYDRANT 0 LOT LINE0 - - - - OB KDC FC FIRE SPRINKLER CLOSET DRAWN BY CHECKED BY CENTERLINE - - m EASEMENT LINE FT FIRE ENGINE(STAGING) PERMIT SUBMITTAL-06/11/2018 Q CURB(FACE) 3• FIRE HYDRANT STATUS CURB(BACK) FDC JUNE 11,2018 DATE o EDGE OF PAVEMENT • • FIRE ENGINE ACCESS ROUTE SIDEWALK (MIN.20'WIDE,28'148'TURNING RADIUS) 18167 E 24' 0' 20' 40' PROJECT NUMBER �L FIRE ENGINE AERIAL APPERATUS ACCESS ROUTE �1 ADA PARKING MARKINGS C. (MIN.26' TURNING RADIUS. <BLDG.<301 01NCl IMA it,. rT 1"1 ATA I HAMMERHEAD TURNAROUND SCALE IN FEET ■ 1• • • _� (MIN.20'WIDE,28748'TURNING RADIUS) Q 2018 OTAK, INC. CD o If this drawing is not 22"x 34",it has been o` reduced/enlarged.Scale accordingly. l Otak GRADING NARRATIVE GENERAL PLAN NOTES No \, ;` ,.....0• Ail. 1. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE AT i ' '1 GRADING WORK FOR THE TIGARD SELF STORAGE WILL CONSIST OF THE TOP OF PAVEMENT, UNLESS OTHERWISE NOTED ON 1FOLLOWING: THIS PLAN. \IA. `1 \ t FG 206.75 •208 , Otak, Inc. 1. STRIPPING OF EXISTING GROUND PER GEOTECHNICAL 2. ALL SIDEWALK TO BE CONSTRUCTED WITH MAX 2% GVR3 �� 808 SW Third Avenue, Ste. 300 `oy NG Portland, OR 97204 RECOMMENDATIONS (ORGANIC MATERIAL: APPROXIMATELY 6" THICK) CROSS SLOPE. a" GD ABBREVIATIONS 503. 287. 6825 WITH DISPOSAL OFF-SITE AND SOME STOCKPILING OF STRIPPINGS OR - ` FF FINISHED FLOOR www.otak.corn FUTURE PLACEMENT IN LANDSCAPE AND NON-STRUCTURAL AREAS. 3. ALL SIDEWALKS SHOWN AS ADA ACCESS ROUTES TO BE ,%� 1 i FG FINISHED GRADE CONSTRUCTED WITH MAX 2% CROSS SLOPE AND MAX a y ° '1 GB GRADE BREAK 0 PROiS 2. ON-SITE EXCAVATION AND EMBANKMENT IS REQUIRED FOR 5% LONGITUDINAL SLOPE. / N i� , SW TOP OF SIDEWALK '';5G+N� Jj CONSTRUCTION OF PUBLIC STREET/UTILITIES, STORMWATER FACILITIES, •3% 0. 't LP LOW POINT 4 w� FR - AND ON-SITE GRADING. 4. AC PAVEMENT SHOWN AS ADA ACCESS ROUTES TO BE - �r i TC TOP OF CURB 91573PE CONSTRUCTED WITH MAX 2% CROSS SLOPE AND MAX 208 > 1 , PRELIMINARY 3. TRENCH EXCAVATION MATERIAL WILL BE USED FOR ON-SITE FILLS 5% LONGITUDINAL SLOPE, FOR A MINIMUM CROSSING ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS OREGON WIDTH OF 5'. oy 1 ARE TOP OF PAVEMENT GRADES. scc 01`° 5 AND/OR HAULED OFF-SITE, DEPENDENT ON THE TIMING OF /� \ '1 1 �- r 13. 'z Q- CONSTRUCTION AND THE QUALITY OF THE TRENCH MATERIAL, AS N t �. `� F p �V' DETERMINED BY THE GEOTECHNICAL ENGINEER. CONTRACTOR WILL BE 5• SIDEWALK AT BUILDING ENTRANCES SHALL BE FG 209.01 . ! 1 CH\ CONSTRUCTED WITH SLOPE TO DIRECT SURFACE V1 RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS/APPROVALS DRAINAGE AWAY FROM THE BUILDING ENTRIES. of.,,,, �t I EXPIRES: 12/31/2019 FOR MATERIAL DISPOSED OF OFF-SITE. / i STAMP 6. SEE EROSION & SEDIMENT CONTROL PLANS FOR - ' STANDARD CITY OF TIGARD CONSTRUCTION PRACTICES WILL BE USED FOR -- 1 EROSION CONTROL MEASURES. - s 1 THE EXCAVATION AND EMBANKMENT OF MATERIALS. A GEOTECHNICAL - - Qk , ENGINEERING AND TESTING FIRM WILL BE ON-SITE TO PROVIDE / 11 rp 1 COMPACTION TESTING AND FIELD RECOMMENDATIONS. 7. SEE PUBLIC IMPROVEMENT PLANS FOR ATLANTA STREET , / t a PUBLIC ROADWAY IMPROVEMENTS. : 200.48 ' 1 PROPOSED 1 , { '�\ -- CASCADE PACIFIC - STORAGE BUILDING 1 1 / MAIN FF. 194.5 1 INVESTMENTS, LLC yt, CONSULTANT N. ` 1 EX. ADJ. I FG 196.00- '1 ''1 BUILDING I t c t r r ti 4 195.18 l�\ ' 1 l S-11.1.00! W 195.00 194.51 195.07 ---- 4 0x.I DINS � SW 194.30 � r ;406.39‘'; t 195.076 't .00 8U - FG 194.30 . 195012 ' 194.17 ' 'r '44‘‘ 0 Y CONSTRUCTION NOTES - 193.94 _ 195.59 �t� / 193.73 �►, Q, T �. 9 f Cill CONSTRUCT LANDING WITH 2% MAXIMUM SLOPE IN ALL i ' \ % 200' 0 �1 1 I193.70 t `t` '91 DIRECTIONS. Th93.60 i 193.59\ y -29% lye� 2� CONSTRUCT RAMP WITH 8.3% MAXIMUM SLOPE. 3 ADA PARKING MAXIMUM SLOPE OF 2% IN ANY DIRECTION. tt11:1:64.0.85A/ 194.12 6, O CONSTRUCT BLOCK LANDSCAPE WALL. SEE LANDSCAPE / 193.70 193.56 194.03 i PLANS. o - 193.511g4.fi1� nc 193.43 ' 1 194.12 ' f 193.89 i LP 193.39 tai 2.6%1� 11\\ J194.36193.71 't �1 --- --- - 10% + 1 \ i 1 2 \ _� / ! 194.73 1 c, �o � ,94.40194.27 194.3, �01 J t193.71 / t `% li / 1194.28 1 W O �1 SW 194.40 �� 193.83 1 _ 194.58 j _SW 196,36 I / 194.29 194.31 r ' i ❑jFF.1196.5 �'� 5W 196.25 I ENTRY 193.90 . 193.89 FG 196.50 l FF. I F^I f ! FF. 194.5 ~1'S r ` Eo Q 196.5 ,96. f ' 1s3s4 i 1 111 I III,s4 �a 1, I l�;� I pt 0 - •, . - . ' �l�O�lr 9(� , - 196.19 0 � 193.95 \ ` . . I , O . • • �' - .176 f - / 193.98 1 lir .. - •• �\a �� 1g4 r 'ti 194.70 tt 1 _ 0 gra _ , r 10_ , . . 194.13 '• GB 194.38. � co W - 193.36 I98 ._`� • � 1 il �`�1 SD _ _ - - _ r - - �. : t i I U. H r I"1 r SD _ ` J U} V �`�6' O 1' Q Z ~ 1 - - L )11i - c -SD , `-m-si"mimmi...- ..: \ , co z z o .. H • Q w- � � - - - -- 15+00 t �a 1 p I 0 ii Q rrI:� LL W SS---77.'-.-- ----6-- ------- ----__ ..- W O-- \ - Af ® �44- iMM SCO __ „go_ i-- CD g? (/) ST ,., . _ „ .. �, , CONC. -_____'___%.,,,,„. y o • I, CO ' r •-• 1 / t NC. r 1 - O - O" . x TITLE I { o. �� _ SD r r ----_-______ SD .#.:.•,!' '1 # DATE DESCRIPTION • izi /6 WIRE 0 0 a coJ nip. 0, S 0 U -6) REVISIONS a a LEGEND U s aclil OB KDC EXISTING 2' CONTOUR DRAWN BY CHECKED BY CO EXISTING 10' CONTOUR - - - - - -370 - - - - - - .713 PERMIT SUBMITTAL-06111/2018 PROPOSED 2' CONTOUR 372 STATUS PROPOSED 10' CONTOUR 370 JUNE 11,2018 DATE E, PROPOSED RETAINING WALL m= 11==m1 20' 0' 20' 40' Li 18167 E PROJECT NUMBER E. SCALE IN FEET co0 N 02 . 00 00©2018 OTAK, INC. a m o If this drawing is not 22•'x 34",it has been a reduced/enlarged.Scale accordingly. GENERAL NOTES \ 2 STA 5+03.73 ' ' 1 Otak 1. SEE ILLUMINATION PLANS FOR STREET LIGHT LOCATIONS AND DETAILS. (-ASTA 3+56.91 30'DRIVEWAY ' „ ' \ 1 ti 30'DRIVEWAY \-.," T - -1--Ai I - - --+-i- 1 1 \ 2. EXISTING CONDITIONS SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL 0 • L I ' k LIMIT OF PROPOSED R.O.W.7- 2.:. ---1.\ � ' / J l I �" H °, \ 0 BE VERIFIED 8Y CONTRACTOR PRIOR TO CONSTRUCTION. SIDEWALK { 2 iiiiiI 1 f' r ! V r, I • EXISTING MATCH EXISTING - - - - T _ ^„ I _ _ _ 1 C1?' l 3. FOR LIDA FACILITY DETAILS SEE LIDA ENLARGEMENTS PLANS. R.O.W. , . - -� — — — — -- Otak Inc. �• 1.4 , �" z. ti L .. I . , . .I _ v 4 / 808 SW Third Avenue, Ste. 300 4. FOR UTILITY DESIGN, SEE PUPLIC UTILITY PLANS0 ' i r.-- _ Portland, OR 97204 _�-- ��, `; �; '� �Y /1 N —E. � ; , : y A___, 503. 287. s82s t�r� + o �, . a L_ • . WWW.atak.com CONSTRUCTION NOTES El "' o SD 0c, CI INSTALL AC PAVEMENT PER TYPICAL SECTIONS ON LIMIT OF p- O o 0 OD SD - SD �! SD SD O O0 `n I ' 5`cP �Q��D t PCO ��!/O SHEET C0.01. \-\:\\O - PROPOSED CURB �D r� 3+oa 3 0 4+oa Q S+Ofl +73 �� 4. P .o STA 2+45.6216.56L _ _ _ I _ _ i _ _ _ _ _ _ I 91573PE l CONCRETE COMMERCIAL DRIVEWAY PER - - _() CONSTRUCT CITY OF TIGARD STANDARD DRAWING NO 143 ON �� 1 2+1` ' = ', I SW ATLANTA ST i I f PRELIMINARY SHEET C5.00, WIDTH PER PLAN. :_: - r -� �'�' J * - use `� `� EDGE OF PROPOSED PAVEMENT fy W W W YV W W F „:„,,,,,o,70,,,,,,,,` F ,n ,o MATCH EXISTING !� at aC. _ �c O TIGARD STANDNSTRUCT ARD DRAWINGNCRETE NO SIDEWALK120 ON CITY PER SHEETO \ - i �- .... X I 0 0, C I-i i\-° ir ' I `..05.00 "�' P f N I I I I :=�_. EXPIRES: 12/31/2019 i .r P F i' RETAINING WALL -' STAMP STANDARD DRAWING NO 126 ON SHEET C5.00 I OINSTALL BARRICADE PER CITY OF TIGARD STANDARD Q EXISTING RA.W. � A DRAWING NO 192 ON SHEEP C5.00 �� ' _ ; SW ATLANTA STREET PLAN VIEW 6 CONSTRUCT THICKENED CONCRETE CURB AND �\ T' `' -� SCALE: 1"= 20' 20' 0' 20' GUTTER LIDA FACILITIES PER DETAIL 1, SHEET O ;�' C5.00. SEE LIDA ENLARGEMENTS FOR CURB LIMITS. G , ______.____ CASCADE PACIFIC yA' 0 2' SAWCUT TO PROVIDE CLEAN VERTICAL EDGE 1INVESTMENTS, LLC CONSULTANT INSTALL SIDEWALK BARRICADE PER WASHINGTON �CI) T CO. STD. DWG 6030, SHEET C5.00 208 208 204 204 ~ -- ~ � 1 �rn ww �nby ,,, w _ _ + U O z �I �„_ Q n n )RIVEWAYcc a_ c � _ _ ‘ - + ico rn � rn �'�: O 7EG LT CURB 200 pp -- rof-- T rn O � tY ,,-: ' l �� r M ,... ' - -,L Ni_ F- --._ o DRIVEWAY 4 U w 196 � � �, v � off' � •� 0 . 01 w LLI // o E� �`1 Qo 196 J J � +' �1 + U CD a) N co TC c' LT CURBS �._ � - - - - — ' — 2 0 30.00 THROAT 192 192 ccCL 30.00' W O -HROAT 4 '� I C7 o 0 Q 1 \ Q Q 188 188 Ce Z " CD Q 1+00 2+00 3+00 4+00 5+00 6+00O O - Z < 208 208 i' C!7 W J _ W 1- CL c�cTlAl w _Q° L W O - GRADE w 0D J c Q Oa CDo + �' Q p ON , N W W I) 204 �3 z a II II 204 Z — � z � + � wt� Q � � rn J Nw mOfr W �j ' Q n I- LL Uti; -- -- r II II Lw to z 2+50.00 1z 0 - Q Z Qo O _ ¢ a _ O plJ + N _ O � J OIJ O � W �I 200 _ _ FFG CL198.67 J cn w �' m a < U w w - - - ` ►? � FINISHED GRADE OrnCO �" � � � 200 J O coJ to m Z ® STREET c 3+50.00 CD a it M ± a, ' Z I_ O CO — — l � a 1 —o [EGCL:196.5O + 0 o f `'' o QLu 1_ TITLE 2 196 a �' - -rZvie] I 196 2 o U a p v W # DATE DESCRIPTION Oi v 1 - + LD U U o,n 1 ` `'d` _ , , : ,n `.� PROPOSED U iii + `` C EG 0 STREET ^ — _ _ A CURB r'�?..J _ fJ- Z c. U O.K:T) O \ 192 w c: + _I a ~��y 192 ,.` Q J �` Utrx a) 0 Di O N � � t-t1 U CD w U O) cci CD U') J l 3 188 w 188 3 u_ I- REVISIONS n a a 186 186 0 1+00 2+00 3+00 4+00 5+00 6+00 OB KDC LEGEND SW ATLANTA STREET PROFILE: STA 2+45.30 TO 5+63.11 DRAWN BY CHECKED BY .73 PERMIT SUBMITTAL-06/11/2018 SCALE: 1"= 4' (V); 1"= 201(H) 20' 0' 20' STATUS SITE m EXISTING • y _., RIGHT OF WAY - - - - JUNE 11,2018 0 DATE •a CENTER LINE - 18167 E LOT LINE -- PROJECT NUMBER a m m EASEMENT LINE - — — - E.CN CURB SIDEWALK . . . C3 . 00 ©2018 OTAK, INC. E LIGHTING a 0 IS this drawing is not 27 x 34",it has been a reduced/enlarged.Scale accordingly. . I 1 Otak _.........° 41 L. 1s13scD -- 1500 ...- TL 0 Inc. CONSTRUCTION NOTES �� I 808 SW . 300- 7204— . 6825129k.comS j CONSTRUCT AC PAVEMENT.FOR STRUCTURAL SECTION SEE DETAIL 1 ON SHEET C5.01 — `°�' � /2 CONSTRUCT STANDARD fi"VERTICAL CURB PER CITY OF TIGARD STANDARD DETAIL DWG NQ 125. CQNC.CURB , . /161 T `; , 5G` R /�� • SEE SHEET C5.00 �� 1 PROPERTY LINE � 91513PE 3 EES ==D=D6ONsHEETC5O1 WALK PERDETAIL 2 QNSHEET C5.1PRELIMINARY CI PARKINGSPACE PER DETAILS 5 AND6ONSHEETC501 / 1 TL 1 S136CD I C1-1\0) 2I3V2 6 CONSTRUCT CONCRETE DRIVEWAY. REFER TO PUBLIC ROADWAY IMPROVEMENT PLAN FOR 43 14OQ EXPIRES: 12/31/2019 1\ LOCATION AND DETAILS BUILDING STAMP 1 t 7 j CONSTRUCT CONCRETE PARKING WHEEL STOP PER DETAIL 7 ON SHEET C5.01 1 LIMITS TL 1 S 136CD I Co) CONSTRUCT TYPE A PEDESTRIAN CURB RAMP PER DETAIL 9 ON SHEET C5.01 1 1501 � �� C.: > ��-HYD: rAiv, 9 INSTALL 4"WHITE PARKING STRIPE \ \ ,. ............. CONSTRUCT MSE RETAINING WALL PER GEOTECH RECOMMENDATIONS. FOR WALL HEIGHTS, SEE 10 SITE GRADING PLAN. \ EX. 15'SANITARY EASEMENT CASCADE PACIFIC '1I INVESTMENTS, LLC 0 INSTALL PEDESTRIAN CROSSWALK STRIPING PER DETAIL 10 ON SHEET C5.01 ..---------1- 0 \ I CONSULTANT SECOND STORY BUILDING OVERHANG. SEE BUILDING PLANS FOR DETAILS 1r PROPOSED STORAGE BLDG STAIRWELL \ EX. ADJ. 12 ll BUILDING COLUMN. SEE BUILDING PLANS FOR DETAILS ® BUILDING 13 6) INSTALL BIKE RACK. SEE LANDSCAPING PLANS FOR DETAILS , 1 1 A \ 322 I' 14 CONSTRUCT TRASH ENCLOSURE.SEE BUILDING PLANS FOR DETAILS :: 532 + 11017 55 I • 1©' vow' 8.5 \/ I \ \-41-------;' 15 0 GENERAL NOTES , ` ��: i 1. FOR UTILITIES, SEE UTILITY SHEET C4.10 TYP. 0 . it . . 18.5' l O=TYP. -1 0 \ \t 2. FOR GRADING AND SPOT ELEVATIONS, SEE GRADING PLAN SHEET C2,00 a. CI' 3. COORDINATE ALL IRRIGATION SLEEVING UNDER PAVED SURFACES WITH IRRIGATION r i CONTRACTOR ■ I ' 41) CO \ I 4. FOR SITE LIGHTING AND SITE LIGHTING DETAILS, SEE LIGHTING PLANS ! STAIRWELL l 30' 0 Z Q i _J :..-77-7-7EINTR01-. IW 00________.: : / . I __ __ ___,...„H.,_-.._.1' __-_'_._ . ''' '' '' '''' © � TYP. I C7 ❑ a' UTILITYf-- .�� s ° ROOM ©� l-"--\ 1 Et M - .,- `0 18.5' j ; cr \ i �� 0 u) I- I �. \ 1- - - �-. � _�,� ilJ.k � j ` � . � TL 1S1 6D s. .� ., ,vpuff T 1. C J w 4111114‘1:1-37--- �� 00 I z < Q N ' - '41111Milink . : _ , ,, .. , 1 SEE SHEET C3.00 FOR PUBLIC —may_ _ 4+ao J�74.� Fc� 2 z CK j QCL FACILITY IMPROVEMENTS 6 ��r_.. J ~—�_� r CORRipoR ❑ 0 H W S A7L T T 1 / �-I / w o - ~, F- w 1~ (� -1 / --� 1 ,�TITLE t I ! , # DATE DESCRIPTION o CENTERLINE OF EXISTING _ I 0 ADJACENT DRIVEWAY ._ —.(3 - — — _________ : 1 — 1 0 i ›_. _,c. 7 .63U ti VD C70 _ REVISIONS LEGEND Cg) SITE EXISTING PROPOSED OB KDC ci RIGHT OF WAY — — — — DRAWN BY CHECKED BY ~ r rzi CENTER LINE m — PERMIT SUBMITTAL-06/11/2018 6 LOT LINE — — 0 STATUS EASEMENT LINE JUNE 11,2018 a DATE a CURB -' 18167 E SIDEWALK 20' 0' 20' 40' PROJECT NUMBER M ,:' LIGHTING aD N SCALE IN FEETC3 • 1 0 . –, ©2018 OTAK, INC. -b m o If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. STORM DRAIN CONSTRUCTION NOTES (PVT) Otak _. .•••ele---26,.. ( j CONSTRUCT TYPE II AREA DRAIN PER CWS STD. DWG. 380. SEE SHEET C5.11, ' t 1 t , y ( 2 CONSTRUCT STANDARD MANHOLE PER CWS STD. DWG.010. SEE SHEET C5.10. Oi/� �t t ~/ y Otak, Inc.CONNECT TO ARCH PIPE UNDERGROUND DETENTION CHAMBER SYSTEM. SEE SHEET C5.11 FOR DETENTION ti, cn t 808 SW Third Avenue, Ste. 300 t Portland, OR 97204 O CHAMBER SYSTEM DETAILS. ' ' Oyu tt 1 503. 287. 6825 i C) CONSTRUCT 30"CMP DETENTION-8158-1-0 PER DETAIL ON SHEET C5.11. tt t \ is www.otak.corrl py NG GVR 't '� ,01 PROF& (2) INSTALL 8"C900 PVC STORM DRAIN PIPE. GO 4 4 f t `, 1 c�'��G y EFR /�� aCONSTRUCT FLOW CONTROL MANHOLE PER CWS STD. DWG.270. SEE SHE/=T C5.10. +y k', tyt 91573PE 9l t t 1 PRELIMINARY Co CONSTRUCT SHALLOW FLAT TOP MANHOLE PER CWS STD, DWG.40. SEE SHEET C5.10. t 1 tt s OREGON O. tt i Ro o'S� co CI CONSTRUCT DOUBLE CARTRIDGE STEEL CATCH BASIN PERK FILTER BY OLD CASTEL SEE SHEET C5.11. I1 't �'C' T 3' ��t , 0. CH\\-C3 �./ NOT USED. �• Oyl t u, y I EXPIRES: 12/31/2019 1 10 PUBLIC STORM DRAIN FACILITIES SEE PUBLIC STORM DRAIN PLANS SHEET C4.00 TO C4.01. i j 1 ' STAMP ' \ '\ \ 4 , iji , 1r TOP Oy9 l y t 4 RELOCATE EXISTING OVER HEAD / \ I i SEWER CONSTRUCTION NOTES (PVT) ELECTRIC LINE.CONCTRACTOR TO ' COORDINATE RELOCATION WITH ► �• st 1 4" PVC SANITARY SEWER LATERAL STUB. REFER TO PLUMBING PLAN FOR CONTINUATION. PGE 1 SDCB-B1 �< I4 i 't I RIM=200.48 t IDRELOCATE EXISTING PUBLIC SEWER LINE. SEE SHEET C4.01 FOR HORIZONTAL AND VERTICAL DETAILS. IE OUT= 196.00(8"S) 1 4t t , CASCADE PACIFIC p°'ty ' . INVESTMENTS, LLC t - 1 �) ---„,...,....„..., CONSULTANT t \// TL 1S136CD � t� 1501 5 L=18,63LF @ ' I SDMH-B1 S=0.005FT/FT 4` RIM= 196.90 WATER CONSTRUCTION NOTES (PVT) t IE IN- 193.85(8"N) CONSTRUCT 6" DOUBLE CHECK DETECTOR ASSEMBLY WITH FIRE DEPARTMENT CONNECTION PER TUALATIN VALLEY - st IE OUT= 191.55(8"S) \J WATER DISTRICT STANDARD DETAIL 801. FOR ENLARGEMENT SEE SHEET C6.00 ' tj F�1 10 0 CONSTRUCT 1.5"WATER METER WITH BACKFLOW PREVENTION DEVICE PER TUALATIN VALLEY WATER DISTRICT 1 1t t i ZO © i DETAIL 605. FOR ENLARGEMENT SEE SHEET C6.00. COORDINATE INSTALLATION OF WATER METER WITH TUALATIN l t ty VALLEY WATER DISTRICT PRIOR TO CONSTRUCTION. • . j. . t,\ , 01, INSTALL 6"C900 PVC FIRE WATER LINE. i / �� Ls i CP 4 INSTALL 1.5'DOMESTIC WATER LINE. y to IE= 191.45 tot u,� tt 1 a l y i ' . 0 r t 5 STUB DOMESTIC WATERLINE 2 FT FROM FACE OF BUILDING. SEE BUILDING PLUMBING PLANS FOR CONTINUATION. 0 SDCB-B2 t t4 RIM= 193.69 1 6 STUB FIRE WATERLINE 2 FT FROM FACE OF BUILDING. SEE BUILDING PLUMBING PLANS FOR CONTINUATION. IE OUT= 189.26(8"E) l y 1111\/ . . , / t A 7 INSTALL 90° BEND(MT) • ' r r ! L=3.24LF @ co .. . . . . :.._.. S=0,050FT(FT © tt '� 't 1 i t I- • . 5 L=3.87LF • • -.. - tt GENERAL NOTES C� S=0.O05FTJFT ', ;t Z fr t \ 4 1. ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO t 6 SDMH-B2 1 1 t l \-1E= 189.10 3::) t Iy, i \ � CONSTRUCTION RIM= 194.02 i t \ ,, 1 LU 0 IE IN= 189.11 (8"N) ttu) I ' 2. ALL TEES, BENDS,JOINTS,AND END OF WATER/FIRE LINE SHALL BE MECHANICALLY RESTRAINED ► IE OUT= 188.91 (8"S) + y \ \ 0 I IE= 189.11 0 4t tyt I CC 3. SEE PUBLIC UTILITY PLANS FOR UTILITIES LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY AND EASEMENTS. , - , I `, 'y C7 �' , I O 5 c I O ~ Ct -r 1 O r t' ' 1 L39.67LF :1/ 11/ 1/ 09 ti ftI t � � tI I- wa, Fe _ �' Ui ' S=0.005FTJFT , - ► LL 1 • -i. 4 I /i 1. 1: :' • :"---------/ 0 0 ,..., `,... \ I ' :t , t ! mic rIli t I LU Q SD D ��•� �• . i ' u)i Cl) LLQ. SO ..-J 3 D SD ,��;E .:.,: \". ❑ F- I--- " ._,, s DIR. _ tir.�_ihfiJ t I SD D O SDMH-B3 ` D + t ONLY cc J_ I 4+pp _ < D i I RIM= 193.51 SD I �y - I- IE IN= 188.70(8"E) Oj t , D U) W `I IEIN= 188,70($"N) t t" t` / f w p t cn • IE IN=190.64(10"NW)-----. I 540 ° CO i t 5S p CO IE OUT= 188.50(8"S) y CO 73 TITLE LEGEND # DATE DESCRIPTION .2 4 EXISTING PROPOSED c) E STORM LINE 5T ST ST PUBLIC STORM LINE SD SD SD ro z oSTORM MANHOLE , PRIVATE STORM LINE PSD PSD PSD 7, STORM DRAIN CO O STORM MANHOLE O 8 STORM CATCH BASIN • STORM CATCH BASIN Cilie U `' GAS LINE -- G 0 0 `= TELEPHONE LINE T T r - SANITARY LINE -- ss ---ss ss rn REVISIONS 6 WATER LINE WA WA WA SANITARY MANHOLE O X WATER VALVE 0 DPOWER CONDUIT p p SANITARY CLEANOUT KDC LI DOMESTIC WATER LINE w w or ELECTRIC LINE -- OHL - OH. °"` 0 CHECKED BY PRIVATE DOMESTIC WATER law DW DW PERRMIT SUBMITTAL-06/11/2018 STATUS co STREET LIGHT } }- FW FW FW A LIDA INLET DATA- PRIVATE FIRE WATER LINE 2 FIRE ;YDR NT JUNE 11, 2o1a NO./ RIM OUT I LENGTH/ FIRE HYDRANT DATE J WAIF �M�' E ELEV IE SIZE FIRE DEPARTMENT CONNECTION V SLOPE 18167 E 20' 0' 20' 40' PROJECT NUMBER N SAN'.'ltY LINE "' PUBLIC STREET LIGHT ••-0- �pCg A 196.7 193.50 12 LF 3005 °p SANI ARP MANHOL1E 10 PRIVATE SITE LIGHT N SCALE IN FEET ,..- SOCB-A2 194.9 191.73 12 LF 0.005 POTENTIAL LIDA FACILITY AREA C4 . 1 0 1a I ©2018 OTAK, INC. 7o: cflrla_A 1 GA A ton - 12 LF nn� If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. Otak .........is 0 0-..i ii kiill I k Otak, Inc. 808 SW Third Avenue, Ste. 300 Portland, OR 97204 503. 287. 6825 www.otak.com CURB JOINT DRAINAGE E BLOCKOUT E 40 I 16' 32' 16' 8" \5��0'NR��F`��O DETAIL NO. 146 ,� DWVOR 5' MIN. SEE NOTE 5 ROW 1 g^ (ABS( PVC) EXISTING DRIVEWAY - (4' MIN.]] �91573PE `� - PIPE W/COUPLING MATCH WIDTH & GRADE 20.-1--i 9� r r 9r r r r r r L r r , 1 1" BATTER _� A TSP, el T PRELIMINARY t2X T R/W LINE 5' MIN. ROAD I , , .•,.� .. '. ` ,_� 3/4,. R 6• _ I. 1 Y J_ 4 6" GROUND v45" \/ 1- 'A o'` c� ROAD r 1" 6 1" R nI OREGON ' / >� '� EDGE I r_, iSEE NOTE 3 i y, 42. AN r r S' ro - x 12" \ Y " I j� T 1 3, �Q i. I18 ' fir ISI - r fi" �a . ' T • 1/2" _Lii SEE NOTE 4M 6" 12„ C1�� - '° MAX. g�' 5' MIN 2% SIDEWALK \\...., 2" OF 3/4'-O" BASEROCK A '-'-" 1 6„ 5" --� �-- DRAINAGE BLOCKOUT „% ao • a • °-_ t SEE POST COMPACTED SUBGRADE 6 3" I.D. SCHEDULE 40 *1•• • ` 0 e a a a "•M lit SUPPORT DETAIL -/ I EXPIRES: 12/31/2019 BASE COURSE . if _-z_ DWV (ABS OR PVC) Ia SEE -� PIPE W/COUPLING I 24" LANDSCAPE ��NOTE 3 LANDSCAPE STAMP `%j�`k ' COMPACTED SUBGRADE STRIP SEE NOTE 2 STRIP SIDEWALK ADJACENT TO CURB �j' °j • 16" "� 42:0''''e " __I--a(7° a o I I PLANTER - - 5' MIN. ROW 4 0 d 0 0 4 A A O 1. MATERIALS: STREP 6" - 0 0 4 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 30' MAX 0 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL -2% 4 a O T 3' = 3' -- POST. l ' 4 r 2. EXPANSION JOINTS: 10' MIN = 71o.o�. ROAD 'Iwt1I`I 01I r A. TO BE PROVIDED: PLAN /I 3"� 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED i /- STEEL STIFFNER POST. CASCADE PACIFIC r g" 1) AT EACH POINT OF TANGENCY OF THE CURB. R/w �p GROUND Q 2 2" OF 3/4"-O" 2) AT EACH COLD JOINT. $" F��" i\�� ,\\ 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. 3/4" PROJECTED TOP 12% MAX STEEL ANCHOR. INVESTMENTS, LLC NOS: 4) AT EACH END OF DRIVEWAYS. OFCURB � e O ,. t' CONSULTANT SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. . . ' '4 ...•-•`-ter �`'� 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH A. TO BE PROVIDED: B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING. STREET • ( .. IIF 11 1# ;' /�E�• O LOCK WASHER, OR 5/16" CORNER BOLT. NOTES: WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. � 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. , °. e 1::!';rrlll'"rl1`� 'Q}' p 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND 3. CONTRACTION JOINTS: p X11-11"=' ~ LOCK WASHER, 2 BOLTS PER RAIL PER POST. 2) AT EACH COLD JOINT. 0 o .:t� . i 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED, 0 0 A 1 3) AT EACH SIDE OF INLET STRUCTURES. o o-C5o od •- . .1 24 *r. . . SEE NOTE NO. 4 0 A. SPACING TO BE NOT MORE THAN 15 FEET. Qo ao0 v2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. oo,„ a do - =1= ,,-1�i - . 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. """ """ WHITE CROSS RAILS. IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 0 t PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT " " 2" OF AGGREGATE SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL 4. BASE ROCK 2 -O OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS SUBGRADE OF STREET STRUCTURE OR 4' IN DEPTH, WHICHEVER IS GREATER. SECTION A-A (3/4"-0") COMPACTED p FOR STREETS AND HIGHWAYS AND THE OREGON 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. SUPPLEMENT. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: NOTES: „ 0 3F-1 BARRICADES 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" I.D. PIPE WITH COUPLING. 6C-8 BARRICADE DESIGN 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 6C-9 BARRICADE APPLICATION OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. POST SUPPORT DETAIL A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1 2" RADIUS ALONG BACK OF CURB. 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' / 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. ACCORDANCE WITH THE CURRENT STATE OF OREGON SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "0" FOR STORM DRAIN SHALL MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. BARRICADE FOR SIDEWALK IS SIMILAR. 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. (FOR COMMERCIAL DRIVEWAYS ONLY) ARROW)BY! Afi'NV.4D 01: APPftO\£iD BY: APPROVED BY: APPROVED BY: CITY OF TIGARD NO SCALE CITY OP TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE A OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON LORI FAHA, P.E. OREGON MICHAEL A. STONE, P.E. V♦) ■ HVGWEERINGDIVISIDN CM�, CONCRETE DWG. N0. ■ ENGINSEHINGDR75IDN CON r,,�„� STANDARD DWG. N0. ENGINEERING DIVISION DWG. NO. ■ ENGINEERING DIVISION COMMERCIAL DWG. NO. ■ ENGINEERING DIVISION STREET DWG. NO. aTY ENGINEERCITY ENGINEER OTT ENpNEER e ' PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT ' i PUBLIC WORE bEFANTMHNI' /� f ' PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTh03N'r [3175 s.W.,u'RE. ir. SIDEWALK V L31755.W.HALL r L31155.W.f3AI1.BLVD. CURB GUTTER 13125 S.W.HALL BLVD. 111255.W.HALL BLVD. TIGARD,OREGON SEED JANUARY 2013 SIDEWALK 20 TIGARD,OREGON 97111 JANUARY 2013 CURB 1 25 TIGARD,OREGON 9823 JANUARY 2013 1 26 TIGARD,S.W.H LLBLV MD FEBRUARY 2016 DRIVEWAY 43 TIGARD,OREGON 97223 JANUARY 20t3 BARRiCADE 92 riil VOICE:(303)639-4171 VOICE:(SUI,6344171 1 V VOICE:(50.iF 479-I1n v VOICE:(503)65441n VOICE:(503)639-4171 FAX:(503)6B4-7I9R APIitDYAL DALE FAX:(103)68FY29T APPR0S L DALE FAX:(SOS)654-T29T APPROVAL DAZE FAX:(5031654-7297 APPROVAL DAZE FAX:(503)6847197 APPROVAL DALE F- ill Roadway GENERAL SIGNING NOTES: O CY 14- 1)Contractor shall supply and install all signs,and is responsible for staking sign locations and obtaining O utility locates for staked sign locations. Signs shall be located per typical sign location or as shown on plans. Width Of Sidewalk+ 1'-0"(Min) 2)All signing shall conform to the Manual on Uniform Traffic Control Devices and the County's Permanent 0 Z Signing Legend. (91 W/ 45° Q Q W Ce" ' .40.55.55:.I 4)Posts-A minimum of 2in x 2in x 10 ft galvanized'Unistrut Telespar'or 12 gage perforated posts or 0 - approved equivalent shall be used.Sign combination and minimum sign mounting height shall determine post Q I- W .. " length. Sign posts and anchors shall be installed per'Typical Sign Installation Detail'. No other type of post A Minimum Of 2"X 2"X 6' IIIlttttttE I- Galvanized"unlstrut Telespar" shall be used unless prior approval of the county Traffic Engineer is obtained. LLI ` _ _ " Or 12 Gauge Perforated Posts y Or Approved Equivalent Shall • Post Be used. 6)Signing material w O - - sleeve Sidewalk M A)Minimum retroreflectivity levels shall meet MUTCD table 2A-3 i- IIi ;-, ,., -Anchor �. B)Minimum sheeting type shall be ASTM III Prismatic (f) ^^ C)Fluorescent yellow-green shall be used for school related signs L..L- 14' 0"O.C. Maximum W H ELEVATION _, 18"--------6",� _ z R�� ■ww^ PERMANENT SIGNING LEGEND } BATTER 6:1 I R=1' F""'! Anchor Sleeve 2' " X 2'/a", 18"Deep 8Remove Existing Sign(N) Face Sign 4, 5/16'Galv.Or c7 ¢ I I Aluminum Alloy Washer IX 1••�••� Anchor 21/4" X 21/4",36"Deep 11 ♦ ® Remove Existing Sign(N)And(M)Sign Support iIll � Sign Post 2" X 2", 12"Deep NOTES: M II <IC ■t■ �� I IIII 3/8'x 7/76'Drive Rivet J "`�"' 1. Rails To Have Alternating Red And White O Install New Sign(N) • BATTER 6:1 =1' Q 11 ,moi Stripes.All Stripes Shall Be Reflectorized. °D Ii The Back Of The Rails Shall Be White. If a Install New Sign(N)On New(M)Sign Support L•J 0 I- ii 3/8"X 7/16" Wood,The Rails Shall Be Pressure Treated. w (L) CO I Drive Rivet CI, Remove And Save Existing Sign(N) EN 0 C 4r" nchor Sleeve 2F'x2h',18'tleep .12. See Manual On Uniform Traffic Control .1TYPICAL POST INSTALLATION Devices For Streets And Highways,Section �n.5 Remove And Save Existing Sign(N)And / /Anchor 36"deep C 28.67,And The Oregon Supplement. �I/ Remove(M)Sign Support - - a • A 7 Remove And Save Existing Sign(N)And r ion Post 2 X 2",f 2'deep TITLE 3/8"Galvanized l- T► g Support it it -,.......„ Bolts W/Nuts 3. See Drawing 6050 Far Installation In A + (M)Sign Su rt Hard Surface. ,., `1 i # DATE DESCRIPTION And Washers O. Maintain And Protect Existing Sign(N)And Support * O r •. • cr c' Sign Post 4. 1"Pan Head Sheet Metal Screws Shall Be LII J .� �0.%��:�f/ re "T 12" Used If Sheet Panels Are To Be Fastened Reinstall Existing Sign(N) MI •�•- •��:{•* r % %!f c> z X z 0 I' �: �••".• ��' •EFER TO CITY OF TIGARD 8 To The Face Of The Cross-Boards. II E • ® Reinstall Existing Sign(N)On New(M)Sign Support 2"to 4- 1l 3/8"X 7/16' m 2"X 8" 12" _ -' Drive Rivet „ " CURB&GUTTER 0 5. All Materials And Workmanship Shall Be In !;,\ r r -5 Rails 1 8" Accordance With The Current State Of Id1;► ExistingSign(N) ( )Sign ��lr `4 _ _ t Reinstall And M STANDARD DETAIL NO 126 Z"X 4"Ta n Oregon Standard Specifications For i7 Post ›. Board p Construction. Wooden Rails Shall Be Instal!New Sign(N)And Reinstall(M)Sign Support y x +•�S+eevB CONSTRUCTION NOTES FOR SPECIFICATIONS 12" Pressure Treated. r` Anchor 'in "' 1 Rx Remove Existing Sign(N)And 1. CURB EXPOSURE 13 6". 6. The Tap Board Shall Be White. tom/ - Save Existing(M)Sign Support ;,, 2. CONSTRUCT CONTRACTION JOINTS AT 15'MAXIMUM SPACING AND AT ENDS OF EACH � Clearance Between Top Of Sidewalk And o Sidewalk The Tap Board Shall Be 1". N=Sign Number TYPICAL SIGN INSTALLATION INLET AND RAMP. CJ 0 Tap Board Shall Overlap The Sidewalk. M=Material NTS 3. TOPS OF CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2%NORMAL. M Materials:5=Perforated Square Breakaway Steel 4. GUTTER PAN SHALL MATCH CROSS SLOPE OF STANDARD CURB AND GUTTER. m 7. Markings For Barricade Rails Shall Slope SP=Signal Pole Stainless Steel Clamp U Downward At An Angle of 45°Toward The SL=Stainless Steel Clamp on Street Light 5. PLACE 4-INCHES OF AGGREGATE BASE UNDER CURB UNLESS OTHERWISE SPECIFIED. REVISIONS END VIEW Direction Of Traffic 0 ¢ WASHINGTON COUNTY SIDEWALK BARRICADE WASHINGTON COUNTY DEPARTMENT OF LAND USE & TYPE III, STEEL POSTS _.- DEPARTMENT OF LAND USE & PERMANENT SIGNING LEGEND 12n THICKENED CURB AND GUTTER1 ES TRANSPORTATION TRANSPORTATION CI ENGINEERING SECTION ENGINEERING SECTION r1r1 OB KDC N.T.S, C5.00 PLOT STAMP:06/11/18 2:39P OTHOB EFFECTIVE DATE: WASH.CO.# PLOT STAMP: 06/11�ie T.JiIP OIHC EFFECTIVE DATE: 3/13/14 WASH.CO. tt 6510 DRAWN BY CHECKED BY PERMIT SUBMITTAL-06/11/2018 12 CAD: C18167C500.OWG 1/01/2018 6030 CAD: 0111187C500,iJw0 E; STATUS 0 JUNE 11,2018 m DATE 'o o_ Li 18167 E PROJECT NUMBER n CD rn r.i co E EN_ 05 M 0 0 ,_ C ©2018 OTAK, INC. v o If this drawing is not 22"x 34",it has been o_ reduced/enlarged.Scale accordingly. Otak c_JOINT �„ DIMENSION POINT DIMENSION POINT Otak, Inc. 118"BELOW SURFACE r-- 112" 808 SW Third Avenue, Ste. 300 Portland, OR 97204 PLANTED AREA ir 503. 287. 6825 VARIES,SEE - USE GRAY 2-COMPONENT www.otak.com ROF PLANTING PLAN EXPANSION JOINT POURED RUBBER JOINT SEALANT FINISH BELOW SIDEWALK FOR `�0 t N&. ,:-- 3" /O LAWN AND 1"BELOW 4"CONCRETE SIDEWALK LIGHT 4 91573PE OF z"HMAC DENSE GRADED LEVELS7 FOR SHRUB BEDSBROOM FINISH, DIRECTION OFPRELIMINAY FINISH IS PERPENDICULAR TQ FACE OF SLAB8"OF 4"CRUSHED ACG.BASE COURSE I• 2%MAX.CROSS SLOPE-iP, TRAFFIC 1yJwd l�l�A1�!",h ��Is�OT3 20^OREGON co, t� /////%% 4h1 • : •� 4.:-:.:`.." • '` '.i a •' 9a ,:II•. .a~e.�'•p�. ••.._ •• A,•,o .•t•M•.• • .'Io4:e.,:•-; ::::12';',. •'�' ~tti •('•�-• :.�•. ., `•. • I' 0. C 1 U I •� °' '' • ' 9 • • F . GROOVE TROWEL JOINT AT �i:i i•+•+•owes+i �' �' + �'• / r I LIGHT BROOM FINISH TO 114" CONCRETE SIDEWALKS I EXPIRES: 12/31/2019 1 '�r•Or•0e0.0.0.•« (TYPICAL) 1 WHERE NOTED. EDGE OF JOINT •0410•••••••••••••411e + • ` + • • - III '—' ' i__ 4"OF 3/4"MINUS TROWEL JOINT BEFORE STAMP _ I :'+:04.0•601.•04.•041.• _!—{ l III III III III I ! I—III III-1 I I� . III III- COMPACTED BROOMING SECTION -E #— — II—I I l= — „ „ l, 11-111H_ _ CRUSHED ROCK NOTE: •da a Alai 1104.18/11\ __..,,- R=1/4"Ill \�A\\ \\ �‘�\_/t\\i -, — ijr- 4"OF 314"MINUS (NOSHINERS) PREPARE SUBGRADE _ _ — f—III—I -III—III_ I 11 111 I_ COMPACTED • PER GEOTECH — _ 1_ = CRUSHED ROCK SCORE JOINT . . RECOMMENDATIONS _ I ,1H _I 1—W111111111111-1 — 1--111=111=1 I I 11— I I i I 111- . CASCADE PACIFIC • INVESTMENTS, LLC CONSULTANT PARKING PAVEMENT STRUCTURAL SECTION 1 4" CONCRETE SIDEWALK (PRIVATE ON-SITE) 2 SCORE JOINT I EXPANSION JOINT �, P-PVMTSECTION — C5.01�, N.T.S. C5.01 N.T.S. _.. �C5.01/; 5/16" DISABLED SIGNAGE PER STATE REQUIREMENT TOP OF CURB TO MATCH BACK `r '1' .063"ALUMINUM SIGN PLATE _..._ 60 OF SIDEWALK ELEVATION BLUE BACKGROUND 1"HIGH CURB 6'MAX. 5'MIN, WHITE LETPAR/NG WITH DAV. LETTERS AND BORDER, oIstiaLeorew"rroeav BUMPER I 1 BAKED ENAMEL VID ATORS SLBJEDTT° TOWING UNDER =T DRS 811.620 AND FINE SCORE JOINT z �,; --• I w = ,L I """" $11t. "*MI ' uv TO SIX UNDER OR5611.615 I r 1/2"CONTRACTION JOINT CI w N `� 1:12 ,��, �'�, �� i '� o �.b• + MAX. 1�:'0�� t . .. a * I VAN ACCESSIBLE SIGN rri /�, ' L._ V (INSTALL SIGN ON STALL = --_I2 PROVIDE TACTILE WARNING tcp ))c#4 REBAR 1/2"CONTRACTION JOINT , ADJACENT TO 8'AISLE.ONE z I / I / @ 15'OC TAPERED CURB PER A.D.A. PER LOT.) —Ar-__A__ _ '�' J/ CONCRETE TO BE m N FLUSH WITH AC GALVANIZED I 10" 5' DISABLED SYMBOL 6" 7" STEEL POST ti � ...- SECTION � NOTE:CONSTRUCT EXPANSION JOINT 4"STRIPES AT 2'0" PER STATE SECTION A A 6 W O 25, AT 45'OC,AT SIDEWALK RAMPS,AND u� REQUIREMENT OC TYP. ll �,, =_ _ r Q AT SIDEWALK INTERSECTIONS. 3 5.. �- A IY W '�' 18" WHEEL BLOCKS. �'�/ Lu NOTES:7 z = MIN =� SEE flETAIL K Ce 0_ 9.ALL DISABLED STRIPING o M -_- 3"WIDE PAINT o ASPHALT —SACK OF CURB 1 AND SIGNAGE TO COMPLY c., - `=-_� O (::::4 WITH ORDINANCE STRIPE TYPICAL Z PLAN VIEW t FACE OF CURB ORS 447233. _ =_ #4 REBAR, 18"LONG I`•-•.„,...,,,-- L1� 2.DISABLED SIGN TO BE T �I (2}PER WHEEL BLOCK. yam Cl) MOUNTED TO SIDE FOR = LL 1— —PAINT STRIPE / VAN ACCESS LOCATIONS --- 67. 1.CONCRETE SHALL BE 3000 PSI. Cl) STREET - _ AND MAY BE CENTERED l = 2.DOWEL INTO PAVEMENT WITH 24"#4 REBAR. O - i I 9'0"(TYPICAL) 1-1 I SEE PLANS FOR STANDARD DISABLED 10" 3.EPDXY BUMPER STOP IN PLACE. LUQ (6'TYPICAL) SPACES. ��// (8'REQUIRED FOR FIRST CO Z {.dam AISLE PER LOT) Q EXPANSION JOINT FOR SIDEWALK 4 DISABLED PARKING STRIPING 5 DISABLED PARKING SYMBOLS �� PRECAST CURB STOP _ �� Ce Q N T.S. _.... . - 05,01 05.01 N.T.S. N.T.S. C5.01 j N.T.S. - Qu) W o CO TITLE SEE SITE PLAN # DATE DESCRIPTION E! FOR SIDEWALK CONFIGURATION ai E co z MIN. J 6' 2' 3' MIN 4' 1 CURB AND 8 GUTTER �{IN ,_5-- 2' ! V .^- ;:tzt:t i— ♦ �� ► • • REVISIONS CURB TAPER ,N��♦ 0 .. . ,. 7.1 '4 CONCRETE +ttlt•�� r` Ci CURB ~� � 08 KDC -x I ' DRAWN BY CHECKED BY a 4 1-c-: NOTE: (70 I ` RAMP CROSS-SLOPE SHALL PERMIT SUBMITTAL-06/11/2018 o -56' NOT EXCEED 2% STATUS 0 3 FLUSH (0"EXPOSURE) CONSTRUCTION NOTES JUNE 11,2018 A' DATE / STRIPES MUST BE 120 mil WHITE HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL USE ADA APPROVED 18167 E_ RAMP TEXTURE FINISH PROJECT NUMBER rn (V N_. CURB TRANSITION (6" - 0") $ SIDEWALK RAMP TYPE A �, STAGGERED CONTINENTAL CROSSWALK 10C5 . 0 1 N:is:._.. - -_... C5.01 C5A17: N.T.S. N.T.S. C5.01 ©2018 OTAK, INC. a a' E If this drawing is not 22"x 34",it has been a reducedienlarged.Scale accordingly. LIDA FAQ/LI 1[ES PLANT LIST Otak BOTANICAL NAME/ COMMON NAME CONT SPACING ,Ail h LIDA FACILITY PLANT QUANTITIES PLANT LIST Mver T: 5 TY BOTANICAL NAME / COMMON NAME CONT CAL Olt* IDA ° N `a Total# Q ��; CARED( OBNUPTA/ SLOUGH SEDGE 1/2 GAL. 12" O.C.. , FACILITY Required N a FACILITY x a ` c � " Otak, Inc. TREATMENT #of u a u :� u m a 2 Grasses o 6. c h Z .L. 808 SW Third Avenue, Ste. 300 � AREA Grasses U o . aE, z, it u, E Provided Portland, OR 97204 D. • 'G* JUNCUS ENSIFOLIUS/ SWORDLEAF RUSH 1/2 GAL. 12" o.c. R1 257 296 82 87 64 64 296 503. 287. 6825 'Q" R2 96 110 29 24 33 29 115 www.otak.com 3 ACER MACROPHYLLUM / BIG LEAF MAPLE B&B 2 1/2" -p .I�h ,�I�IL' R3 43 49 0 5 24 22 51 1 ACER MACROPHYLLUM / BIG LEAF MAPLE Located in L1 Buffer B&B 3 1/2" etor='IP' 111 i. JUNCUS PATENS/ CALIFORNIA GRAY RUSH 1/2 GAL. 12" o.c. R4 51 59 28 31 0 0 59 87',, k • •� •eill=III R5 47 54 0 0 27 27 54 r 1 ACER RUBRUM `BOWHALL' / BOWHALL MAPLE B&B 2 1/2" • �+ ' ' '; '41 .' .�,� 494 568 138 146 148 141 574 i • " ;l;t ,F,'r "•:•I • . KRUSE ar -'.-J. • SCIRPUS MICROCARPUS/ SMALL-FRUITED BULRUSH 1/2 GAL. 12" o.c. a L 9/2015 1 TSUGA HETEROPHYLLA/ WESTERN HEMLOCK B&B 8' MIN ,} ';;'�,, '� ` .+ i REGON ds.��, t + •r' • 4 ULMUS X `MORTON ACCOLADE' TM / ELM B&B 2 1/2" \ 1 •PE SiL I L:AT-1I : 9/30/20.1. 8 I \ STAMP SHRUBS QTY BOTANICAL NAME / COMMON NAME CONT . I1. \Alliiiiiii!-111. 32 ILEX CRENATA `HELERII` / HELER JAPANESE HOLLY 5 GAL '�--- ; \ PROPERTY LINE CASCADE PACIFIC C 103 NEPETA X FAASSENII 'WALKERS LOW` / WALKERS LOW CATMINT 1 GAL INVESTMENTS, LLC bi, �O Ove . ' CONSULTANT c: 112 PENNISETUM ALOPECUROIDES `HAMELN' / HAMELN DWARF FOUNTAIN GRASS 3 GAL � GROUND COVERS QTY :;:: :: / ...'`:.:�.,.`r'` ,..': ,`�'.r' _� F`ELIJAH BLUE' / BLUE FESCUE 1 GAL 12" o.c. , ' , 4• . r...---1 / '.:',...•::,:.."0. ...--:it,-. „ _.:-..::..„ ,...,.":::::' i-:I:,,i - owshows121 LAVANDULA ANGUSTIFOLIA `THUMBELINA LEIGH` / THUMBELINA LEIGH ENGLISH LAVENDER 1 GAL 12 o.c. �- L� .. :::. ^__ t•� A \- A \- - �sMx: Sti„, A , „. r-----1 41- • �' " ' 197 SF TURF SEED DIAMOND GREEN - SUNMARK SEEDS/ EXTREME LOW MAINTENANCE TURF SEED s rA \- A \- 1 ::.„,/,.:...„. �.�:¢ - '� TRASH ENCLOSURE S UE V � ' FLOWER KNEE HIGH MIX SUNMARK SEEDS LOW GROW KNEE HIGH WILD FLOWER MIX SEED 5EE SHEEP L1.1 A --.."1.-• . #46 6,057 SF WILD O A v- . , DETAIL 2 -e... / . A ‘- l L T . ..- id:14 j ....' V 97.‘:: "It'. .--:- , , 1---i Li. : en.', i: ' ili. 4,* : .-..- ...._ ,-.: - : .-:,, -cr i A V A \- A \- . . „,..1,,. . .. tor, ApAl,: ..... jo,:... ‘ -'--------- 41.# ...I.. :,- / 40#0 ol= A10014k 44 • • • rx fri, 44 A. - ,,-, .. .. ..,4 001:411! qua,. Et <o 1 . . . .0 .o.• . •. . , . , , .. . A V •or.IIII :.4, -,---,- \ % • A \- 1 . . (in LLI —I, ' I.j a 1 ar riA: .. , e_ . ,V f '0,1,, . •0 1 - <, V A-,......:: k.iiiw . - '1-;1"oliriiiii'"%;:c. - V ii %\11 CC A V .] . . . ik ] • g U.1 z < • ‘_. A ' _ _,,„„.„_;,,,--,-, i ow e % C/1) 14:t _1 z o • J L-1 Landscape Area (----1-7 , r - AVA1 p w � U P QQU) L1. 0 - A U ❑ z SCALE N.T•S. Q „ ,,) 0 1 �, 0 LIMIT OF �+ 'U t` J tm tt PROPOSED SIDEWALK I. ,��1V 1/ 1 iliA, ' It , t TITLE a EXISTING MATCH EXISTING e ao1/1'7 y� oo �rQaR.O.W. 1 'y':.°111'.11°L.°\174111161.%----^::4::-'41:111hi'rT.4;-.4' ..4/ # DATE �. ..•, V il . jil <;, �i CN Al l.rt:-�� a _ r/. \ V, • y��,�s� - r A � e' I — �# Rif ,m- ' j A” :f..:-.121100mi.° . •. . . :: :. 7.771': . : ., :, ., : zs IN ET-A a �• "-1.):::�_: { / t� • Acer macro hyllum t r ` ' "avaa.•-::::11111/1 ; _ s OY �! ',;felpiltoll‘ 0 //z. _ s!t: f',..." \s: p0 Q \ -., ` 1 .- a• =••aee••.,.." ,��` �,iti• IN L1 BUFFER44 j :�:_;� a� TO I 3. F CALWirillilk: AT TIME OF INSTALL_ - I IMIT OF ~`� L�j1 -- PROPOSEIrebf� � � —r,� REVISIONS illt 3 ,.- CURB do GUTTER ,' "S qc. \ \ 40 V •�� \ GAK KDC o U J.. \ , — '�� y�`� I \ DRAWN BY CHECKED BY `` PLANTS TO BE PERMIT SUBMITTAL-06/11/2018 F 1 -. ;a,, _._. PLACEDF IN FIELD ULTS STATUS ,C- - ' ~- P _ _—_-��._ ifs/ JUNE 11,2018 9. - /{ y (7------ EXISTING R.O.W. r _ ' "V �.� DATE { I\ I' 1// 18167 1 �� - `• i ( PROJECT NUMBER NOTE: .f— — Ll L1 . O1 4 \ .5: 1. ALL LANDSCAPED AREAS SHALL BE WATERED BY A FULLY ti AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. ©2018 OTAK,INC. w o If this drawing is not 22"x 34',it has been a. reduced/enlarged. accordingly. Otak 2170-3-04–W1 1:12 �' L. >' °� Otak, Inc. I i I Ii0 808 SW Third Avenue, Ste. 300 �_ �� \ Portland, OR 97204 I 503. 287. 6825 N www.otak.com 3'-0" 872 A• r PLAN VIEW i, SCALE: 1 "=1'-0" E.' i� •r,• •/2015 C.J Qr 0 ' GON � 'IPE ASL 'EXPIRES: 9/30/2018 1 STAMP N iiii I N ` i� CASCADE PACIFIC INVESTMENTS, LLC FINISHED a ° d c ANOTE: CONSULTANT GRADE • d 4 4 a '��` CONCRETE SLAB AND • . a . ad , d . ANCHORING DEVICES • .4 (BY OTHERS) PER LOCAL ELEVATION CONDITIONS. CONSULT PROJECT ENGINEER FOR SCALE: 1"=1'-0" EXACT REQUIREMENTS. ,f` \J` CYCLOOPS CYCLOOPS i . .,,, ,,,.... FINISHED 4° d FINISHED " GRADE .4) . .'/ I. 4 GRADE 4 ' . a, a 5/8" (16 mm) DIAMETER —(254 mm) C HOLES PROVIDED FOR 'Akil.Oki A. '..'ij;..4. ANCHORS BY OTHERS 1'-3 1/2" (TYPICAL-4) 2170-3-04—SM (SURFACE MOUNT) 2170-3-04—E (EMBEDMENT) SCALE: 3/4"=1 '—O" SCALE: 3/4"=1 '-0" Data Revision 8y COLUMBIA CASCADE COMPANY "r'°' A f . ERF ORM Makers of TlmbarForm., PipeLlnam RePlay. MODEL NO, 2170--3-04 A legimin TlmberForrn —2 and CycLoops'S Products. CYCLOOPS CIRCULO 0 11p3.0,012:. Sixth Avenue, Suite 310 7afephona 503/223-1157 (SQUARE TUBING) Oregon 9 720 1-3464 Facsimile 503/223-4530 (LISA Q 05-10-13 REV. DIM. CL Thus drawing reveals the copyrighted Intellectual �Ny sow, I Orn by: CL 03-01-13 I property of Columbia Cascade Company. Not !or use Oro.ine No. Sheet L.L� NOTED I cleft by: I by others without our express, written authorization. W-2170-3-04 1 of 1 W 0 0 ❑ a CC Ce 0 BIKE RACK 1 0 i c..2 SCALE: N. T.S. L1.2 C ) W ct 1- 12'-0" Ju)Z Q — W 3'-6„ 8'-0" 1O'-O" CO -I Z Z i a GATE GATE a' J fx 6 1 "x6" ROUGH SAWN CEDAR BOARDS SPACED 1 /4" BOLT TO ANGLE FRAME 1 "x6" ROUGH SAWN CEDAR BOARDS Q ° W 0 w/ 1 /4" CARRIAGE BOLTS - TWO BOLTS 1 /4" - BOLT TO ANGLE FRAME 0 Z o 1- .' PER BOARD TOP & BOTTOM Q - \ - w/ 1 /4" CARRIAGE BOLTS - TWO BOLTS I— J CO b 3"x3"x1 4" DIAGONAL ANGLE _ 1 �`��` PER BOARD TOP & BOTTOM TITLE BRACE @ EACH GATE , # DATE DESCRIPTION 3 1 /2" STD. PIPE GATE POST @ EACH SIDE I \ `��- 3 1 /2" STD. PIPE GATE POST @EACH SIDE I a \\ /7 _ E 3"x3"x1 4" ANGLE FRAME @ EACH GATE i - � " / / ` 3x3 x1 /4 ANGLE FRAME 4"0x3" LONG STD. PIPE SLEEVE w/ 4"0x3" LONG STD. PIPE SLEEVE w/ P.) 3 1 /2"x4"x6" PLATE WELDED TO �\ 3 1 /2"x4"x6" PLATE WELDED TO SLEEVE AND ANGLE GATE FRAME . SLEEVE AND ANGLE FENCE FRAME CO Q - � SII '� -- -- _— C co GRADE \ ` GRADE REVISIONS -71 0 LATCH BOLTS INTO SLEEVES IN CONC. SLAB I I I I I II II11 IIII IIII 1II III IIII GAK KDC 'cu o I I I I . I I I I DRAWN BY CHECKED BY a. L FRONT Li-ilSIDESLh L PERMIT SUBMITTAL 06/1112018 STATUS E JUNE 11, 2018 �� /,'/O .' DATE 6" ,6" 6" \6" 18167 C�2 I m PROJECT NUMBER 8 POST POST TRASH ENCLOSURE 2L 1 0 2 • SCALE.' N.T.S. L1.2 O 2018 OTAK, INC, cua) p If this drawing is not 22"x 34",it has been p reduced/enlarged.Scale accordingly. Otak \I`/7 \1/7 \I`/, GROUNDCOVER PLANT ,- --\v,. ' �1 MULCH AS SPECIFIED. KEEP -.� � , � � �� /"1' /'�` / CLEAR OF SHRUB STEM BASE. - ��RB �, `1l I II i, M� \. �1 - FINISH GRADE UT Lf-Y NOTE: Otak Inc. �lel �j \ \ \fe MANUALLY LOOSEN ROOTBALL 808 SW Third Avenue Ste. 300 � /�/� �/ �/ /� CONTRACTOR IS CAUTIONED THAT EXISTING UNDERGROUND FACILITIES OCCUR THROUGHOUT THE/� �� UNLESS NOTED OTHERWISE Portland, OR 97204 i // /' // // / WORK AREAS INCLUDING BUT NOT LIMITED TO POWER, GAS, TELEPHONE, WATER SUPPLY, AND 503. 287. 6825 -I 4:` \j\\j\\%\j\\j\j;\i\\j\j\\j\\j\'�� SPECIFIED TOPSOIL NECESSARY, ANDT CONTRACTOR SHALL MARKTHEFACILITIES BEFORE WORK, POTHOLE WHERE www.otak.com DURINGI CONSTRUCTION. IMMEDIA TEL Y NOTIFY OWNER'S / f /� �� /� / //\//\// /� / / ��` REPRESEN TA TI VE IF ANY CONFLICTS ARE FOUND. tO _. '"� SUBSOIL THOROUGHLY ';' .;:- -.:.1!,sx. .r-1. .s: _'''71ie. $ .1' TILLED TO 6" DEPTH. 872 A • p ROOT BARRIER PER ` 1� } NOTE. •.,,. (.). LAIC DSCAP E N OTES: = X01 USE '` 1. �"' ♦� •� •� 44 TILL SOIL SO THAT THERE ARE NO ' 1,• • w nnArtUFaGTl1RER•5 r�+• r q SIDEWALK SPECIFICATIONS ;; �� J.I.. ,�..,r .,. t y,� 5 , ( . CLODS OR CLUMPS LARGER THAN 1 1/2" i. ' EGON r TREE CUTOUT)OPEN ?�.y-� •, �; 1�11 �,•• , • SOIL VOLUME) ?r^ 'I r v45 / I. GENERAL: SEVERAL OF THE FOLLOWING NOTES SUMMARIZE THE PROJECT SPECIFICATIONS FOR THE �"� . Ti,.'� ,;y • ... ` s ;s.'., DIA. ' • ,,-; . "• •, > ; CONTRACTORS CONVENIENCE. IF A DISCREPANCY EXISTS BETWEEN THESE NOTES AND THE PROJECT ' 'PE Ag : .' , STREET ' ''''' '`{� SPECIFICATIONS THE SPECIFICA TIONS SHALL OVERRIDE. ,.�"� �� n 1'I OPEN SOIL VOLUME 5 ROOT BARRIER PER MANUFACTURER'S I xpIRES: 9/30/2018 I - '•'• _ • m SPECIFICATIONS 2. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIES CURB BETWEEN THE PLAN AND THE EXISTING CONDITIONS THE OWNERS REPRESENTATIVE IS TO BE NOTIFIED STAMP 1 -VOLUMED SOIL LL , GRO UNDCO VER PLANTING DETAIL �� t 5 IMMEDIA TEL Y. LIGHT OF WAY WIDTH VARIES 70 -'-III 3. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY OR CONTINUES - 1--1T. SCALE N. S. • WORK IN ADVERSE CONDITIONS WITHOUT PRIOR APPROVAL THEY WILL BE RESPONSIBLE FOR ANY a � J = ADDITIONAL COSTS RELATING TO THE CONDITION. � ',�, Dvg°01Fp*Siy *? �• �� -. 1)1 Qw oo ' T1 _ II L i 11-i =i I_ 4. IMMEDIA TEL Y NOTIFY OWNERS REPRESENTATIVE CONCERNING ANY CONDITION AT ANY TIME DURING l \C SIDEWALK -III I' �E 1=€I I-I I-i -I 1 111-.1' -TREET 1-III- CONSTRUCTION THAT IS DETRIMENTAL TO THE HEALTH AND VIGOROUS GROWTH OF THE SPECIFIED -1' -TT I ' `'I 1`==1 I I I IE1 h- SHRUB ROOT CROWN PLANT MATERIAL. COVERED SCSI. COMPACTED SUBGFtAOE d CASCADE PACIFIC VOLUME PER CITY SPECIFICATIONS DRAINAGE 1111E111--111E111- � 1 5 4 TO BE SET 1" ABOVE INVESTMENTS) LI,C I�-RIGHT OF WAY WIDTH VARIES I I I I1 I II I- SURROUNDING GRADE 5. PROVIDE QUANTITY OF PLANT MATERIAL INDICATED IN PLANT LIST OR THE QUANTITY REQUIRED TO �1 MA . COVER AREAS INDICATED AT SPECIFIED SPACING, WHICHEVER IS GREATER. CONSULTANT PROFILE I 1 1- MULCH AS SPECIFIED, )-111 KEEP MULCH CLEAR 6. IF AN AREA DIFFERS SIGNIFICANTLY IN SIZE FROM THAT SCALED ON DRAWING AND REQUIRES MORE OR NO SCALE I I-I 11- LESS MATERIAL THE OWNERS REPRESENTATIVE IS TO BE INFORMED. PLAN EXAMPLE COVERED SOIL VOLUMEO III=I II- OF SHRUB STEM BASE PLAN DRAWING - UNDER SIDEWALK DWG IX APPENDIX 14 111----III- I I IIII- b1111111444.-0 AlBACKFILL 7. TOPSOIL: 8" DEPTH IMPORT TOPSOIL SHALL BE PREPARED AND AMENDED IN ACCORDANCE WITH THE OPTION FOR STREET TREE 111-1 DETAILS AND SPECIFICATIONS. DO NOT APPLY TOPSOIL AT STORM FACILITIES. I�I=I 11- ��♦411111P �' PLANTING MIX: I1 I=I I 1 fi . -NI= 2" 8. SOIL ANALYSIS: CONTRACTOR SHALL OBTAIN A COPY OF OWNER-PROVIDED SOIL TEST AND AMEND AND 1 1 I-I 1 1-: 1- - FERTILIZE IN CONFORMANCE WITH RECOMMENDATIONS INDICATED IN THE REPORT NOTE- 1-III -1111-111- 1 . 2 STREET TREE PLANTING SCARIFY EDGES 1� 11 11-911-=111E1 I- 9. COMPOST: APPLY 4 INCH DEPTH SPECIFIED COMPOST OVER ALL PLANTING AREAS EXCEPT STORM 7111-H III= I I-III 1 MAX FACILITIES. TILL IN TO IMPORT TOPSOIL TO A DEPTH OF 6 INCHES 8 AND BOTTOM OF - 11L=. - I II ��1-I I\_ r PLANTING PIT 'I-I I II II: I I=I I I-I I I- 10. FERTILIZER: APPLY FERTILIZER TO ALL PLANT HOLES AND TURF AREAS OF THE TYPE, QUANTITY, SCALE: N.T.S. L1.22 -111=111-.1 " ," I I I I I -I 11- I 1 I 1 I APPLICATION METHOD, AND TIMING NOTED IN THE SPECIFICATIONS. DO NOT APPLY FERTILIZER AT STORM 11-1 ' -I 1 ;_I I FACILITES. DIAMETER OF ROOTBALL + 12' / 11. BARK MULCH: SPREAD 3 INCH DEPTH FINE-MEDIUM GRADE FIR/HEMLOCK BARK OVER ALL SHRUB BEDS. KEEP BARK CLEAR OF TREE AND SHRUB STEM BASE. DO NOT APPLY AT STORM FACILITIES. 12. PLANTING POCKETS: BACK FILL PLANT HOLE WITH SOIL EXCAVATED FROM HOLE. DO NOT ADD Cl) ADDITIONAL AMENDMENTS. CHAINLOCK TREE TIE: 3 PER/ TREE/SHRUB PLANTING ON SLOPE 4 13. PLANT MATERIAL: ALL PLANT MATERIAL SHALL MEET MINIMUM QUALITY AND SIZE REQUIREMENTS TREE EQUALLY SPACED W/ 1/2 ESTABLISHED IN THE AMERICAN STANDARD FOR NURSERY STOCK GUIDELINES. INCH GARDEN HOSE SLEEVE I- LOOP. SCALE: N.T.S. L1.2 14. LEA VE PLANT NAME IDENTIFICATION TAGS ON TEN PERCENT OF ALL TREES AND SHRUBS INSTALLED TO W REMOVE TOP 1/3 OF BURLAP AID INSPECTORS IN VERIFYING THAT SPECIFIED PLANTS HAVE BEEN INSTALLED. ❑ FROM TOP OF ROOT BALL. =�=_� REMOVE WIRE CAGE, CLIP AND -- 15. PLANT CENTER OF SHRUBS A MINIMUM OF 24 INCHES FROM ADJACENT PAVING. PLANT CENTER OF REMOVE ALL TWINE FROM �� SET CROWN 1-1/2" ABOVE MULCH - TYPE AND MIN. GROUND COVERS A MINIMUM OF 18 INCHES FROM ADJACENT PAVING. ! I 1 O 0 FINISHED GRADE. Y.i BASE OF ROOTBALL. SLICE - DEPTH AS SPECIFIED `�,�, MULCH AS SPECIFIED. KEEP 16. WHERE PLANT BED SLOPE IS LESS THAN 3% MOUND PLANTING BED AREAS 3% MINIMUM FOR POSITIVE ROOTBALL VERTICALLY AS MULCH CLEAR OF TRUNK DRAINAGE. Ii SHOVEL CUT LAWN EDGE. SPECIFIED AT THREE �•' FINISH GRADE QCt EQUIDISTANT LOCATIONS TO \`_�■-" BASE MULCH. FINISH GRADE TO BE Q `1°7 FLUSH WITH LAWN AREA 17. SEE SPECIFICATIONS FOR FINAL INSPECTION, MAINTENANCE, AND WARRANTY REQUIREMENTS UNIQUE TO re Ur CUT CIRCLING ROOTS. ,!k MAINTAIN MULCH 1/2" _�_ ■O► WHITE PVC PIPE 'FLAG', 36" FINISH GRADE. THIS PROJECT. �� BELOW TOP OF ADJACENT O ~ W MULCH AS SPECIFIED T LONG ' 18. SEE SPECIFICATIONS FOR OTHER LANDSCAPE CONSTRUCTION REQUIREMENTS I""" �,; I- rl� MIN. 39 ■Illlr LAWN/SHRUB BED 3%. _ _ MIN. SURFACE :;�ii� `I� i II 1 1 I U I 1 11 ! II �,� iiiiiiiiiiif//ii/i i/ i i V i I�.� O BACKFILL PLANT HOLE %� `<:� FINISH GRADE ��-,////�/- i i ii i_i i i _ // -6,:°•40.44,4.°6.0.0 %.0.0(} \,�i ra✓ WITH SOIL EXCAVATED ��,1 �-a� -I I -I� - 111-1� 11- IZ �:= it -11 I-1 I I-III- --111- 1=1111111114141R--;11L-M=1111 -11 - L„L 1- FROM HOLE. DO NOT �•''��`: � ADD ADDITIONAL �;�` _ -1 I l-III-III-TTI1 i 1- -II-I I-I i I-I 11 AMENDMENTS. ADD G4 `�•� -� EARTH SAUCER /3 INCH RIM PAVING, CURB, WALK. J W �� NOTES: BASE ROCK Z I- FERTILIZER AT SPECIFIED _ w NFOR TEMPORARY WATERING �, RATE I I I I I 1 1 I 1 I I BASIN 1. THE MINIMUM SLOPE FOR PLANTING AREAS IS 3%. CO -I Z i>; 2"X 6"X 30" WOODct - - _ + Ce 0 iii Q (n STAKES SET A MIN. =1111:11 _ ' - EXCA VA TE HOLE LEA MG A SECTION - PLANTING BED GRADING s� cl Q Cl) w-- -5 ❑ 6 BELOW FINISHED _III-1 I I-III-1 I i- CONE OF UNDISTURBED SOIL ` I GRADE A T BOTTOM. SCALE: N. T S Li.2 II; 0 0 0 Z PRUNE CANOPY AS Z 0 EVERGREEN TREE PLANTING REQUIRED FOR FORM AND �. J J 7 TREE HEALTH. CHAINLOCK TREE TIE. SIZE LOOP TO -0 i ALLOW TRUNK TWO-INCH SWA Y. TITLE o SCALE: N. T.S. L1,,2 # DATE DESCRIPTION SET CROWN 1-1/2" co FINISH GRADE ABOVE FINISHED GRADE - MULCH AS SPECIFIED -4k, KEEP MULCH CLEAR OF '1/4 i,-- r SET CROWN 1" ABOVE BACKFILL PLANT HOLE WITH SOIL TRUNK BASE. REMOVE TOP 1/3 OF BURLAP q FINISHED GRADE. p of EXCAVATED FROM HOLE. DO NOT v FROM TOP OF ROOT BALL. REMOVE ADD ADDITIONAL AMENDMENTS. (2) 8 FT X 2X2 INCH V.... WIRE CAGE, CLIP AND REMOVE ALL - PLANT CENTER ADD FERTILIZER AT SPECIFIED STAKES, STAIN BROWN. TWINE FROM BASE OF ROOTBALL. MULCH AS SPECIFIED KEEP RATE. SLICE ROOTBALL VERTICALLY AS 7,3 WIRE TIE DOWN 4 INCHES T SPECIFIED AT THREE EQUIDISTANT MULCH CLEAR OF SHRUB FROM TOP OF STAKE' 1 STEM BASE. TOP OF MULCH STAPLE IN PLACE. »a00000000< LOCATIONS TO CUT CIRCLING m 17 /_- . ROOTS ��;� --------- c-.7, FINISHED GRADE REVISIONS o ,� �� BACKFILL PLANT HOLE 1 EARTH SAUCER /3 INCH RIM \ T _ _ ``� WI IR 501E EXCA VA TED FOR TEMPORARY WATERING - FROM HOLE. DO NOT - BASIN zot 4 S S o w I - _ ADD ADDITIONAL i 1 1 I - IL- = ` OAK KDC rill.• T T S \ p a 1 I II .. _ MANUALLY LOOSEN ROOTBALL AMENDMENTS ADD I=I I 101611Fr IDRAWN BY CHECKED BY a. 2a° FOR sHRUBs UNLESS NOTED OTHERWISE Z- - FERTILIZER AT Q -, _ _�_ _,_ _l_ \ 18" FOR GROUNDCOVER ' = SPECIFIED RATE. I IT _ 111 I 1 �� ROOTBALL DEPTH MINUS 2" 5T MLlT55UBM1TTAL-0611112018 -1 H - SCARIFY EDGES AND BOTTOM OF I ;; _ -_ �, e N. ra. EDGE OF PLANT BED, CURB -_I 1- 1-111_7111=1-III ' I HOLE '� ,�!1 I-I 1-I 111111 +I EXCAVATE HOLE LEAVING A JUNE 11,2018 WALK, FENCE OR WALL 02 DIAMETER OF CONE OF UNDISTURBED SOIL DATE 18167 I S = SPACING ON CENTER (0.C.) AS SHOWN ON PLANS ROOTBALL+4" 2x THE slzE �, AT BOTTOM. OF ROOT BALL PROJECT NUMBER 0D d L� PLANT SPACING r 6 SHRUB PLANTING DETAIL 2 TREE PLANTING DETAIL 1 SCALE:4 L 1 . 0 3 N.T.S. L1.2 SCALE. N.T S L1.2 SCALE: N.T.S. L1.2 ©2018 OTAK, INC. tu o If this drawing is not 22"x 34",it has been p, reduced/enlarged.Scale accordingly. Ota ILLUMINATION NOTES -......e../� LEGEND JUNCTION BOXES APPROVED STREET LIGHTING EQUIPMENT GENERAL NOTES 808 SW Third AvenakSte. 00 Portland, OR 97204 503. 287. 6825 (JB INSTALL 13"X24" PRECAST CONCRETE JUNCTION BOX 1 . ALL MATERIAL AND WORKMANSHIP FOR STREET LIGHTS SHALL CONFORM TO www.otak.com 1 FOR STREET LIGHTING PER P.G.E. REQUIREMENT. 1. LIGHT POLES SHALL BE A PGE-APPROVED COMPOSITE, 2-PIECE, 35 FOOT (30 FOOT MOUNTING HEIGHT), P.G.E. SCHEDULE 95, OPTION "A" SPECIFICATIONS. ALL MATERIALS AND GRAY, DIRECT-BURIED, SUPPLIED AND INSTALLED BY PGE, THE PGE APPROVED POLES ARE: INSTALLATION SHALL BE APPROVED BY P.G.E. MANUFACTURER: CATALOG NUMBER: 2. ALL ELECTRICAL EQUIPMENT SHALL CONFORM TO THE CURRENT STANDARDS ILLUMINATION SHAKESPEARE BXT3599S2BL9901(39360)(CU1108) OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) AND CMT MDS35-F-100-SI-HS-PC-NP-IB-22(39374)(CU1109) THE UNDERWRITERS LABORATORIES, INC. (U.L.). WHEREVER APPLICABLE. IN LP INSTALL LUMINAIRE LIGHT POLE (LP), POLE NUMBER (N). ADDITION TO THE REQUIREMENTS OF THE PLANS, STANDARD SPECIFICATIONS, (N) 2. POLE STUB PIECE SHALL BE PGE-APPROVED COMPOSITE, DIRECT-BURIED SUPPLIED BY PGE AND AND THE SPECIAL PROVISIONS, ALL MATERIALS AND WORKMANSHIP SHALL INSTALLED BY THE CONTRACTOR. THE PGE-APPROVED STUB PIECES ARE: CONFORM TO THE CURRENT REQUIREMENTS OF THE NATIONAL ELECTRICAL __ MANUFACTURER: CATALOG NUMBER: CODE (NEC), THE NATIONAL ELECTRICAL SAFETY CODE, STANDARDS OF THE STAMP CONDUIT AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AND ANY LOCAL IErtes SHAKESPEARE BXS3599N2BL9901(39361) ORDINANCES THAT MAY CMT 3D-STUB-UP(39375) APPLY. lectric 4114 INSTALL (S=SIZE) INCH ELECTRICAL CONDUIT. 3. LOCATION OF ILLUMINATION CONDUITS AND JUNCTION BOXES ARE PO BOX 219 3. THE PGE APPROVED JUNCTION BOXES TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR ARE: APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH OTHER UTILITIES TO HILLSBORO,OR 97123 I ENSURE PROPER INSTALLATION. Dyalan Wentworth I PL FINSTALL POLY PULL LINE (225 FT/LB MIN. STRENGTH) MANUFACTURER: JB-1 CATALOG NUMBER: JB-2 CATALOG NUMBER Supervisor Card# NEW BASIS FCA132418T-00043 FCA173018T-90026 4. THE CONTRACTOR SHALL COORDINATE WORK WITH JOSE GRAJEDA OF PGE AT 5420-S QUAZITE (HUBBLE) A42132418A017 A42173018A017 (503) 672-5602 TO DETERMINE POWER SOURCE FOR THE LIGHTING SYSTEM. ARMORCAST A6001946TAX18-PGE A6001640TAX18-PGE THE CONTRACTOR SHALL INSTALL CONDUIT AND WIRING TO POWER SOURCE HIGHLINE CHA132418HE1 CHA173018HEI AS REQUIRED BY PGE. OLDCASTLE 13241617 17301620 5. EQUIPMENT SUBMITTALS AND POLE DRAWINGS SHALL BE PROVIDED TO THE "ELECTRIC" or "POWER" shall be in the lid area. CITY OF TIGARD BY THE CONTRACTOR AFTER AN INITIAL REVIEW HAS BEEN COMPLETED BY THE PROJECT ENGINEER. THE CITY OF OREGON CITY 4. JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. PGE APPROVED BOXES ARE: APPROVAL OF THESE SUBMITTALS MUST BE OBTAINED PRIOR TO CONSTRUCTION. MANUFACTURER: CATALOG NUMBER: NEW BASIS FCA132418T-00043 Schedule QUAZITE (HUBBELL) A42132418A017 Manufactur Catat©g �f„�.,,- Lumens Iser f.igt,t La55 OLDCASTLE 13241617 5ymbot Label Quantity Lan+.p Fi3enar[,e lkattage Cobra style et- Number Lamps Lai•:p Factor 7 LPatek cr1-40F-I.fv- 46 IES ce1-40F_ leo 1 70 ARMORCAST A6001946TAX18-PGE LED luminaire Electronics, 44W-2-6Y- MV-NW-2- HIGHLINE CHA132418HE1 I A 1955 Lundy 530 GY-530 5 Ave.,San 031214.1es o Jose,CA 95131 —_- . "ELECTRIC" OR "POWER" SHALL BE IN THE LID MARKING AREA FOR P.G.E. JUNCTION BOXES. 2 Leonia WSR LED 1 LED 1 WSR LED_1 2012 1 24 0 B lighting 10A700140K _10A700_40 5R3 MVOLT K_SR3_MVO 4T.I.esT 5. COBRA HEAD STYLE LUMINAIRES SHALL BE: 6' ARM MANUFACTURER: CATALOG NUMBER: LEOTEK GC1-40E-MV-NW-2-GY-530-WL I. tatistics 6. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED TWISTLOCK, ELECTRONIC, 105-300 VAC. Iesclription Symbol Avg Max Min Max/Min Avg/Min Calc Zone #1 + i 2 fc 4 fc 1 fc 4.0:1 2M:1 MANUFACTURER: CATALOG NUMBER: Calc Zone #3 X f 3 fc 3 fc ; 2 fc 1.5:1 1.5:1 ACUITY BRANDS D124 - 1.5 - 1704 SOUTHERN TECHNOLOGIES 6390TF - PGE 7. STREET LIGHT MAST ARMS TO BE 6 FEET LONG, SUPPLIED AND INSTALLED BY PGE: MANUFACTURER: CATALOG NUMBER: WHATLEY MA-72 •v VALMONT IMA0632B475 I SHAKESPEARE OPAR-6 c' = PROJECT Tp Atlanta Self Storage in 2 '7600 SW Atlanta St. rfl w o Tigard, OR 97223 Y U CONDUIT AND WIRING `.- PER P.G.E PLAN. TITLE CIO W I Ce Q # DATE DESCRIPTION ROAD 0 I E JB 1 0.5' (TYP)/ Z Villf _ LIGHT POLE I 0 T REVISIONS I I—•-� a, I \--3' (TYP) Roadway I 1 0 DRAWN BY CHECKED BY CoPL a' I I t STATUS E i DATE U TYPICAL STREET LIGHT DETAIL b-Jun-2018 co (SIDEWALK W/ LANDSCAPE STRIP) TYPICAL STREET-LIGHT POLE DETAIL LIGHTING PLAN �; NOT TO SCALE Notes&Details NOT TO SCALE SHEET NUMBER N E - 1.0 ©2016 OTAK, INC. ii If this drawing is not 22"x 34",it has been r d reduced/enlarged.Scale accordingly. I ot a k ,,.......... iiik Otak, Inc' 808 SW Third Avenge, Ste. 300 Portland, OR 97204 503. 287. 6825 www.otak.com STAMP rtell's ec c PO BOX 719 lilt_LSBORO,OH 97123 Dyalan Wentworth Supervisor Card # 5420-S A: \ 16 — ;_.\ ",, ! . 1 `� 23 2 % ....k\co ✓ 2 3 3 3 1 2 3 -, _-_ `—30' 3 -3 2 3 3 IL 1 `` 13 ;V III j " ... " .•..; � i.:m 1,4--- 18.5' °' t� • r 7 1 iiw.: a /4V4 , ° �.� _ may- i f sir r . ' .*•.►Cal 1 V",..1,,.. = 0 \ • ., 2 2 0. 2 .1 " __-.�. �um,� *'w-arl ""„ y�;"� alrT.spr V !�.rr`�"i. !!tt2_ ...L-, j - 1 22 tew ------- - .."..`.`_.`-- . .- ---../... -4 .�., �_ ` y ..... .r„_,,,,,r j - 2 2 2 2 ,� 3 3 2 a.. , .. r \ \ 2 2 2 2 2 2 2 2 2 4+00 a. �............... ._ .w ..-.-_,_2'.-....—..-t=,--.--2-----,__,_ �� ".-”- -�_ — � ---"'"------ 2 `--- 2 2 2 3 �� PROJECT - -" -_�,�- — - __�"----- ti �ta Self Storage 5+00 .�„ .,.: �y •• ry $_q..-...+.m �r r ewi.ia• • - F ..—�. "�,��-."<'w,_, ,mar. r V i\ V i LL YJ P ,... "--«� '""'•''''" 0 � 2 �`"�` - rt 73 2 illF5 _....._,....,________,,, -14--...T. TITLE ,, ."" ".. +.. � '�".`.."'.•...14,',w„, T., ,,„ ,. ,,, # DATE DESCRIPTION ... �.. .� .,w �,.... 1 Alai • i � t CENTERLINE OF EXISTING - 44.• , .. � ry.. arm ADJACENT DRIVEWAY .. ..,,.,r�� 18 o ct z 0 REVISIONS cts cn LEGEND SITE0 EXISTING PROPOSED RIGHT�}I WAY '""' DRAWN BY CHECKED BY cz 0 CENTER LINE STATUS co LOT LINE — — fn EASEMENT LINEil . __,___ DATE innemi m CURB 8-Jun-2018 20' 0' 20' 40` SIDEWALK " DRAWING TITLE L �NTING PLAN to co E LIGHTING SCALE IN FEET I�hotc3€��etrc � - SHEET NUMBER 0 CV _ 2.0 ©2418 d Scale accordingly. o_ iTEK Project Atlanta Self Storage LE®TE1C GreenCobraTM LED Street Light LE€TEK GreenCobraTM LED Street Light Otak :LIMON GROUP ,,l LrrE"ONGROUP Type GCI F-Series UTE-ON GROUP GC1 F-Serres Specification Data Sheet GC1 F-Series Specification Data Sheet ilk GreenCobraTM LED Street Light Catalog No. GC1-40E-MV-NW-2-GY-530-WL _ ____ Luminaire Specifications _._ _ _, _._ ., . - OtaL Inc, GC1 F-Series Specification Data Sheet Performance Data 808 SW Third Avenue, Ste. 300 Housing Quality Control Finish A data nominal.tE es oral CCTe are available at eotek.cam. --- . Luminaire Data Die cast aluminum housing with universal four-bolt Every luminaire is performance tested before Housing receives a fade and abrasion resistant Tyre 2 Type 3 Portland, OR 97204 / E .e slip fitter mounts to 1-1/4"to 2"(1-5/8"to 2-3/8" and after a 2-hour burn-in period,Assembled in polyester powder coat finish. Finish tested to No.of LEDs Drive System Delivered Efficacy BUG BUG 503. 287. 6$25 Weight 71 lbs 19.5'':g; * O.p.(diameter mast arm. Aluminum housinwithstand 3000 hours in salt spray exposure &Type Current(mA) Wattage(W) Lumens(Lm)' (Lm/W) Rating Rating Www.Otak.Cafrt • (� r41 is, g the USA.EPA 0.67 ft ,� r . / �= provides passive heat-sinking of the LEDs and has per ASTM 8117.Finish tested 500 hours in UV 350 25 2700 108 81 U0 01 81.110 01 Tapper surfaces that shed precipitation. Mounting exposure per ASTM 6154 and meets ASTM Optical Systems 530 35 3650 104 81 UD 01 81 U0 G1 I., ► Normal provisions meet 3G vibration per ANSI C136.31.2010 0523 gloss retention. has levehn ad'usiment from+10'to 5'in 2,5' micro-lens optical systems produce IESNA Type 25.59 in y Application,Bridge&Overpass. Mounting 700 47 4800 102 61 U0 01 Bl UO 01 (650 mml 2 or Type 3 distributions and are fully sealed to .......... _.____ -. - .----..,....,.,-._..,... ..., ___ g 1 maintain an IP66 rating. Luminaire produces Listings/Ratings/Labels 350 35 3800 109 81 UO G1 81 UO G1 steps and integral bubble level standard. Electrical 0%total lumens above 90°(BUG Rating,U=0). Luminaires are UL listed for use in wet locations 30F 530 53 5400 102 61 UD 01 82 U0 01 i .-- components are accessed without tools and are in the United States and Canada.Designlights /. Optional house side shield cuts light off at 1/2 700 70 7000 100 92 U0 G2 82 u0 G2 mounted an removable power door with stainless Consortium`"qualified 120 277V 4001)6 i+:4". •,.Si?. , p • mounting height behind luminaire, :4". e • r;; steel latches. Standard rubber wildlife guard product.International Dark Sky Association 350 45 5050 112 Cl UD Cl 82 U0 01 i3 . O D •O '� conforms to mast arm with no gaps listed. Luminaire isqualified to operate at • . ' i, Electrical p -530 70 7200 03 82 UO G2 82 UO 02 e.'0$ 1 • • el ambient temperatures of-40`0 to 40°C. . #: . . Light Emitting Diodes Rated life of electrical components is 100,000 700 92 9300 101 32 UO G2 82 U0 02 • . u OD `� {'` hours. Uses isolated power supply that is �� Hi-flux/Hi-power white LEDs produce a minimum of Photometry 1000 132 12300 93 83 U0 G3 83 00 03 r- 1-10V dimmable.Power supply is wired with Ordering Information 1r •, 90%of initial intensity at 100,000 hours of life based Luminaires photometrics are tested by certified 350 70 7600 109 62 U0 G2 82 U0 02 Sample Catalog No.GC1 60F MV NW 2 GY 350 BSK RPB FDC .' - on IES TM-21. LEDs are tested in accordance with quick-disconnect terminals-Power supply STAMP IES LM-80 testingfeatures a minimum power factor of.90 and independent testing laboratories in accordance GQF 530 101 10400 103 B2 UO G2 • 82 UO G2E s NW procedures. LEDs have correlated <20%Total Harmonic Distortion(THD}.TMC with IES LM-79 testing procedures.IES files for iC ei1 s GC 40F ��v - GY 530 �tj color temperature of 3000K(WW),4000K(NW),or all CCTs are available at leotek.com. 700 133 j 13400 103 B3 UO 03 83 U0 G3 5000K (CW)and 70 CRI minimum. LEDs are 100% meets or exceeds FCC CFR Part 15. Terminal No.&Type Color Drive mercuryand lead free- block accommodates 6 to 14 gauge wire and is 350 85 • 9500 112 B2 U0 02 82 U0 02 Product Voltage, Distribution Finish= 1 Optionsaligned for strait wire entry. Surge protection Warranty ' ' of LEDs Temperature Current BOF 530 133 14200 107 S 83 UO 63 83 UO G3 Field Adjustability complies with IEEE/ANSI C62.41 Category C 10-year limited warranty is standard on PO BOX 219 Gl l 20F MV 12(3 '.7/V WW 3llUOK 2 =ype 2 GY Gray 350 350mA HSS'' i inose Side shield 1 ill High,20kV71OkA. luminaire and components. 700 180 17700 98 B3 UC G3 83 UO G3 30F HV 347-480V NW 4000K 3 Type 3 DB Dark 530 530mA (Factory Installed) LED drive current can be changed in the field to Notes: HILLSBORO,OR 97123 441 cW 5000K 3i-on2e 700 700mA FDC' Fixed Drive Current adjust light output for local conditions(not available CgMrois 1 Ail data nominal lumens for 4000K(NW)and 5000K(CW).For 3000K(WW)apply a LF of 4,93.Normal tolerance t 1.036 due to factors including distribution type, 60F BK Black lA' 1A FFA' Full Field Adjustability with PCR7-CR option).The specified drive currentLEO bin variance,and ambient temperatures. Dyalan Wentworth SOF LPCR Less Photocontrol 3-Wire photocontrol receptacle is standard. code will be the factory set maximum drive current ANSI 0136-417-wire(PCR7}photocontrol Supervisor Card # Receptacle 5420-S field adjustments can only be made to available receptacles are available. All photocontrol PCR7 ANSI 7-wire Photocontrol lower wattage drive currents.Select the FFA option receptacles have tool-less rotatable bases. Receptacle PCR7-CR` Control Ready 7-wire if full field adjustability to all available drive currents Wireless control module is provided by others. Photocontrol Receptacle (700mA max or 1A max)is desired.The FFA option is SC PCR Shorting Cap not DLC qualified. WL Utility Wattage Label Notes: Accessories' I. MV is DLC qualified.HV is DLC qualified on request,consult factory. ._.._ 2 Gray,Black and Dark Bronze standard,consult factory for other finishes, HSSGtI' House Side Shield SP1'" Square Pole Horizontal Arm Bracket 3 Specified drive current code is the factory set maximum drive current.Field adjustable current selector enables RPB"' Round Pole Horizontal Arm Bracket standard dimming to lower wattage drive currents only.Consult factory if wattage limits require a special drive current PTB ' Pole Top Tenon Horizontal 4 1A drive current only available with 40F. Arm Bracket PTB2"" Pole Top Tenon Horizontal 5 Flush mounted house side shield factory installed.Shield cuts light off at 1/2 mounting height behind luminaire Arm Bracket(2@i1800) 6 Non-field adjustable,fixed drive current. WB.:, Wall Horizontal Arm Bracket 7 The FFA option enables full field adjustability from the specified drive current code to all drive currents available. BSK Bird Deterrent Spider Kit This option is not DLC qualified. LLPC't Long-Life Twist Lock Photocontrol 8 Control-ready wired at factory for wireless node dimming.Supplied at maximum drive current.If lower drive SC Twist Lock Shorting Cap current is required,consult factory. 'Accessories are ordered separately and not to be included in 9 Flush mounted house side shield.Shield cuts light off at 1/2 mounting height behind luminaire.Specify Model the calalog number and Color. 10 Specify Color(CY,DB,BK) it Specify MV(120-277V)or HV 1347V-480V) 02018 Leotek Electronics USA.GC1_F-Series_Spec Sheet ©34918. Specifications subject to change without notice. .'. *a c CL us ID 1(1,1,1 1 A. u5TE0 02018 Leotek Electronics USA.6C1_F Series_Spec Sheet_030918 Specifications subject to change without notice. ®2018 Leotek Electronics USA.GCI F-Seres_Spec Sheet_030918. Specifications subject to change without notice. WSRLED Performance Data Architectural Wall Sconce ' Lumen Output Lumen Ambient Temperature(LAT) Multipliers %.,7i-ii. Lxrmen raiues are)ram Otto c iiaent tats fn aomedartt.taifi ESNiA LM-79-O&Da'ta's:coreiderad m ba NpntwmrMtra' 44P4 Use hoes.factor to dawn"lot relative lumen*stout for average ambient temperate's 0,i ii ertlsa oorigtvaoor.s{town,wl etfr tr�ieuef1uwud by Li�6 igfaer► 6nm Ct 1 .... L L( •. .. , •:r a faontiait tf t rt Mfr r.:.e,�t,.3 -' t 11 :L��stl`'k.'ti:i?°r s-.:•1k,i1<'81�. ,.^x :Y:zjrr�;tk'Fii �}luttr(:£hrr • rerrca+ iia rrl.;,M 101- - s IIIINIMIIIIIIEIIMIIIIMI - �. _ _.__.... 501 ......-. 1.05 • 10% 5{T F 1.03 582 2,111 108 2,251 115 7,305 118 20"S 68'S 1.01 I Introduction P1 209V SR3 2,101 100 2144 115 2,298 117 L 25X 7� 1.O dil Invatedavailable with I 30°t se°F 0.99 WLU option only. SR4 2,453 105 2,189 112 2,342 111 SR2 2.941 101 1,139 101 L214 n0 �t_ _ ? `F 0.97 Classic Architectural Wall Sconce with the LED P2 29W SR3 2,934 041 1129 042 1204 110 technology. Long-life,maintenance-free product SPA.._. Lb51 98 1,051 105 1,126 to7 Projected LED Lumen Maintenance Specifications5112 1,500 114 4,799 ill 4.911 125 i Data t.iaarces the axtreaolalad performance projeclens for the MOW LED P4 platform Optional with typical energy savings of 80%compared to k.src mbkot.basedon 1o,000farsof testing Rested pafIESNALI4-80esand Luminaire Back Box(BBW) P3 4014 SR3 4,376 114 4,784 112 4,696 125 prtsjataildper l29M4Tr4.2t-13r. metal halide versions.The integral battery backup SIM 1377 tit 2,677 Ila +279 122 t 7.1 f4" 4" SR2 6,119 102 8,561 108 UN ' 131 To caknkse LLF,use the lumen erantenance factor that corresponds to the desired number Height: Htrfight: option provides emergency egress lighting, I ofepstadinghours beow.For otherlumen mantenaneavalues,contact factory. 08.41 f-1,ns installations main47 uss 6,703 110 without the use of a tinbtheirbox or remote aest#�etime integrity.The lII �' tw 4 sem,cis 94 t ut 1 a��3ea 105 a taa w141:it: 18' Width: s_tr2a OR7crnl f1 ;lcm,t g y 1111111111 0 15000 SOoOo lvvvvf 190 Depth: 9' Ddipth: 1-1/2" W5O LED is ideal for replacing existing 50-250W . • `o "� "�'° 1 0.96 0.95 0.92 >60000 (22.8cra (3.8rm; Motroc=..'AmbientSensait1erauitsettu,p - I 17 lbsmetal halide wall-mounted products. The expected oraa,tea � Wsig11C For3la NPT p. spm (whentnggered)lege twel t Time Time • Electrical Load ( 7 ky1 -W nide-entry service life IS 20+years Of nighttime use. 'Pik 3V(37?s)output 10VIle&1lOulput Enabled 5fC 1 un 5 min Sits PROJECT T" ?1 -47 conduitj � 0 H �i-_) •PtRUSES 5F0©7 Atlanta Self Storage W ___I L_ I ►T 20W 1.17 0 to 001 9,26 OA 0.55 7600 SW Atlanta St. - iP2 291At 0.26 811 033 0112 009 Off Tigard, OR 97 223 Ordering information 005 ;. 'P3 46W 0.37 0.21 2.18 0.16 sit =i.:,: EXAMPLE: MRW LED P2 406 SR3 MVOLT DDBTXD P4 61W 0.59 0.p 0.11 025 0.19 0.44 I TITLE MUD Prrlailnandp �� # DATE DESCRIPTION Series Package toter Temperature Distribution Voltage Merieting Optier,5 Photometric Diagrams To see complete photometric reports or download.res files for this product,visit L thonia Lightirty'S MN LED homepage. - MOW HD P1 30K SR2 41211 *VOLT' Shipped included Shipped installed DDBXE) j1a(Itbran7e Isofootcar dle ply fort4te WSR LED P4 40K 512,5R3,and SRI.Distances are,n units of mounting nerg1r 112'1_ p2 401G 5113 Type lit 129 (Want) ,urfyenkfunt PE Prot:eiettrkcell,button type' WAD Black • P3 50K 914 type IV 208 Shipped separately' SF Snare fuse(121),277,34n)' 11kMXD Natural aluminum P4 240 BOW Surface-mounted DF DouWtfuse(208240,480f!7 0WH0D While ' a1 a 277 hack b41:1 DMC) Etterrwl0•fOYleads D5111) SandSlone g 34/ UM( Emergency battery backup,CEC 80601D Textured dark bronze in compliant(18W,20°C)` 1)110100 Textulod Wadi m 480 flOWH Emergencybalterybacktup;CK (NMXD rextuednattral z mllgtliant(IOW,5°0.1` aluminum o WLtl Wet location door Tot Le orientations 05HGXO Texunid wane .3 FIR Motioniambientlight sensor' 055100 Tetttredundstane c DS Dualcwiuhing 96 Separate SurgeProi,'ttion' REVISIONS "' Shipped separately FEATURES&SPECIFICATIONS ELECTRICAL W VG Vandal guard Light erg refs)const of a high-efficacy LEDs mounted to a metal core circuit board and +n INTENDED USE integral aluminum heat sinks to maximize heat dissipation and promote long life(L0),t700 tors Mc WG y7ile guardshape signed applicationshospitals, 6 KV surgst 25T, e protection.When orderinglass 2 electronic the SPD a sepaMILS a power factor rate ce surge�ZQ%.and ct a minimum The classic arcF;itectrral sh of the WSR LED was designed for such as ha las, g schools,mans,rets wrartm,and comment*beikings. The long life LEDs and driver nuke this 9a g option, par protection derive is IEEE 05 within the lur rare,nccAmerlea=n,amwnCategoryGlrntoperationtperANSU DRAWN BY CHECKED BY luminaire maintenanceifree. oNOTES 062 21.2). Y EmergencyBattery©peva on 1 MVOLT driver operates on any line voltage from 120- CONSTRUCTIOty �+ 277V(50761 Hz/. - INSTALLATION m t The die-cast aiummum housing,migrates secondary heat sinks to optimize thermal transfer horn A universal mount) late with integral mdwntiarras allows the fixture to hinge 0 The emergency battery backup(E2OWC& options)is integral to the luminaire no external housing required.This 2 Not evadable with 480V tion. P design provides re4abla emergency operation while maintains the aesthetics of die product the intense/light engine heat sinks and promote long life The drivers mounted in direct contact down for easy access while making wiling eonnectipns. �_ `g P e Y � 3 Single fuse!SF)requires 120V 277V or 347V options, with the tasting foe a low operating temperature and long tile.The die-cast door frame is tufty STATUS E A0 E2OWC end f10 WH configurations include an independent secondary driver with an integral relay to immediately detect AC Double lase(L/F1 requires 208V,240V or 480V optiaru, gasketed with a over-piece solid silicone gasket to keep out moisture and dust,providing an IP65 uSTINGS power loss. 4 Not available with 347V or 481751 Not available with rating for the Luminaire. CSA certified to U.S.and Canadian etanciards, Light engines are IP66 rated;luminaire is 1P65 The emergency battery will power the rurninaee for a minimum duration of 90 minutes(maximum duration of three hours) WIU. rated and suitable for rot locations whop mounted with the lenses down. WW option offers from¢lee time supply power is coir,per <, --::.and 'i 5 WLU not available with PIR or ELCW. FINISH wet location listing In"up'orientetion.Rated for.30°C nrirurreum ambient.DesignLighh w provided luminaires are mounted at an appropriate he' ht and illuminate en open with no major obstructionsExterior arts areprotected bya zinc-infused Su Durable TGIC themsosetpowder coat finish aDATE height pe space 1 6 See RR Table for default settinya. P Super Consortium•(CnLCI Premium qualified product and DLC qualified productNot all versions ✓ The examples below show illuminance of 1 fc average and 0.1 k minimum of the P1 power package Type IV product in 7 Only available with P3 11 P4 packages.Provides 50450 that provides superior resistanro to corrosion and weathering. A tightly controlled mufo•stage of this product may be DEC Premium qualified or CILC qualified,Please check the DLC process ensures a minimum 3 mils thickness for finish that can withstand extreme dimete -Jun-201 f3 emergency mode. luminaire operation via two independent drivers and pr Qualified Products List at-i - -•tdOPL to confirm which versions are qualified. light eog,nes on two separate circuits.Not available changes without cracking or peeling.Standard Super Durable colas include dark bronze,black Er MI 12'illi - with ELCw,WLu,SF,or DF When ordered with natural aluminum,sandstone and white.Available it textured and non-textured finishes. WARRANTY DRAWING TITLE p n photocell(PE)or motion senior(PIR),only the primary 5-year limited warranty Complete warranty terms located at: r1) - H power source leads will be controlled. OPTICS ::mss a;4-c er un s LIGHTING PLA N '"- 9959 P7 lIt)4010 SR4 wear raowC r - 8 See electrical section an 2 for more details. Precision-moldedacrylic lenses are engineered for superiordistribution,uniform Paye gr iry,and spaerg CO €D'x 10'reftinec - •`'� in wall irr,ount applications. Light engines are 40006 t10 CRO. The WSR LED has zero uptight and Note:Actual periarn:aura may Opfer an a result of end-user environment and application. - 'iinitlals rS 8'and 12'FMatrnting Height ,r ``. " �, qualifies as a Nighttime Friendly'•product,rrnean ng it is Consistent with the.LEECagi and Creep Ail valued are design or typical values,measured under laboratory conations at 25'C. CV _ ',,. Globes',1 criteria for eliminating wasteful upright. Specifications subject to change without notice. SHEET NUMBER CV ................................... T' ...... _..._ _._..... ...... ........... ........................ ,.._- ............ .,...,...,... ..,...,.,.,_., .,.-.,.--....,._...,.. .... .................... ........_.. ................ ............. ............. .............. ............... ............,.,.. .,. _._... fA LiT IDNIA One Lithonia Way •Conyers,Georgia 30012• Phone:8CC 279.8041 :: WSR-LED •drA itilWDN/A One Lithonia Way • Conyers,Georgia X012 • Phone:800.219.8041 • .. . . . WSR-LED O 2018 OTAK,INC. m � �Nr�N� 020011218 Acuity Band Lighting,Inc.At rights reseedPev060508 o LIGHT/IVO p 2E11-2018 Acuity$ads Lighting,Inc,A8 lits reserved. Rev.0645/I 1 'emir' w If this drawing is not 22"x34",it has been ci reduced/enlarged,Scale accordingly. . 1 _ NI._ co \I_IR0 Otak _ _ _ \ \ il, i 7 ' � 1 , ....*....N I 11.1 -aida10.. A k Otak, Inc. , D _A \IS (1200 - C \I ) 808 SW Third Avenue, Ste. 300 • Portland, OR 97204 ` \' 503. 287. 6825 t www.otak. m o ` APPLICANT __~1THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. �\r PRO/ 1 -- l - ,'ti I CONTACT: JEB KOERNER STANDARD EROSION AND SEDIMENT THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE 5�0 '1NE _,s,, A 1 ADDRESS: 1410 NW KEARNEY ST., #511 WITH THE 1200-CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, 91573PE ,--- 4\ . 11 11 1111 111 PORTLAND, OR 97209 CONTROL PLAN DRAWING NOTES THE 1200-CN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. 1111 1111 111 111' / ' PHONE: (503) 793-1439 sc",0 oN vco 1111 IIIX 11 �jc ` 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OFTHE CONTROL i- 7-1 3, '° �� • �1 • � '� 1 MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. BMP MATRIX FOR CONSTRUCTION PHASES D. Cl-1�� i ; 11 11 �I o, PLANNER/ CIVIL ENGINEER / ARCHITECT/ 2. THE ESOP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE `, 11 i \1` I 1 _� CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH I EXPIRES: 12/31/2019 LANDSCAPE ARCHITECT ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. {1111 1111 .�c____---\\ NAME: OTAK INCORPORATED 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER REFER TO DEQ GUIDANCE MANUAL FOR A STAMP 11 11 � SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. COMPREHENSIVE OF I' , / , 1 �� ENGINEER: KYLE CHILDERS, P.E. 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS RE ENSIVE LIST AVAILABLE BMP'S. c FROM BECOMING A SOURCE OF EROSION. \sil\,.....1,";01.,<"• >. � �, � 1 N 7�1 __ j�,� �� 11 1� ADDRESS: 808 SW 3RD AVE., SUITE 3005. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND • ____ _ _ --`i"�,..r: ~~==' I ; PORTLAND, OR 97204 VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE ~ '�n, _ PHONE: (503) 287-2426 PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., , SW ATLANTA STMASS UTILITY STREET FINAL WET WEATHER WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. OCT. 1-MAY 31 - �-- - _.-- _ y ! CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION NARRATIVE DESCRIPTIONS 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN EROSION PREVENTION CASCADE PACIFIC j AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF " EXISTING SITE CONDITIONS INVESTMENTS, LLC - ,_ ri ' VEGETATIVE SEED MIX USED. PRESERVE NATURALVEGETATIDN X X X X X * EXISTING OPEN FIELD 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE GROUND COVER x CONSULTANT HYDRAULIC APPLICATIONS DEVELOPED CONDITIONS BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PLASTIC SHEETING X X X X X u) COMMERCIAL BUILDING AND PARKING. CONSTRUCTION WILL INCLUDE PUBLIC ROADWAY PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, MATTING IMPROVEMENTS FOR SW ATLANTA STREET. INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE DUST CONTROL X x x x x NON-STORMWATER POLLUTION CONTROLS. TEMPORARY/PERMANENT SEEDING X X X X 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING BUFFER ZONE NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE CONCRETE WORK. DIRECT ALL WASH WATER INTO A PIT OR LEAK-PROOF CONTAINER. HANDLE WASH WATER OTHER: 0 * (AUGUST2018) AS WASTE, CONCRETE DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. SEDIMENT CONTROL I CLEARING SEDIMENT FENCE(PERIMETER) "X X x X X * MASS GRADING (AUGUST 2018) 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED SEDIMENT FENCE(INTERIOR) x x x = AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. INLET PROTECTION ••x x x x x L„ * UTILITY INSTALLATION (OCTOBER 2018) 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. FILTER BERM , \1! * STREET CONSTRUCTION (OCTOBER 2018) 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR sEDIMENTTRAP I * PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE DEWATERING x x FINAL STABILIZATION (NOVEMBER 2018) WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. sTRAERENC Es NATURAL BUFFER ENCX x x ENCROACHMENT OTHER: 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON -- - SITE AREA TOTAL AREA DISTURBED AREA SITE. RUN OFF CONTROL SITE MAP 0.99 AC 1.21 AC 1.21 AC 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND CONSTRUCTION ENTRANCE �x x x x x W EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND PIPE SLOPE DRAIN R SITE SOIL CLASSIFICATION: WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM OUTLET PROTECTION x x x X x �-- NOT TO SCALE VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM SOURFACEUTLET ROUGHENING x x x x x 0 1 ALOHA SILT LOAM CHECK DAMS CONSTRUCTION OPERATIONS. 22 HUBERLY SILT LOAM 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE OTHER: Z POLLUTION PREVENTION L PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS PROPER SIGNAGE X X X X X ON-SITE SOILS HAVE A MODERATE EROSION POTENTIAL. ALL FILL IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND HAZWASTE MGMT x x x x x I T 1 I I I I-11I I I jl 1 � J j � I I l I i-`� I MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. sPIL�KITONSITE X X x x X SW SPRUCE ST 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN CONCRETE WASHOUT AREA x x K n/ I I10 UTILITY TRENCH SPOILS. SOIL. OTHER: u) I..� I L ( I ' I f l I I f 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. Q W 4 I a m ER ""d RECEIVING WATER BODIES: RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. W _I 0 Z ., -- g FANNO CREEK TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. w �; 1, - 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, 0 -I p ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND 0 CC- PERMITTEE'S SITE INSPECTOR MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF Q IN -�- �� NAME: BOB FISHER, CESCL DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE RATIONALE STATEMENT oe z 0 ❑ - I I =_~+ COMPANY/AGENCY: OTAK, INC. OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. 0 0 I- 7 J-' _ ~�- PHONE: 503-415-2428 OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's U L �' w ` 503-415-2304 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. W Q - _ > Q FAX: o -_� co ---1 E-MAIL: ROBERT.FISHER@OTAK.COM MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT co z W z _ TO SURFACE WATERS. EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON WCC H �� CERTIFICATION ID: CESCL ID# 70820 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO W IAM n I DESCRIPTION OF EXPERIENCE: WET WEATHER OCTOBER 01 - MAY .31. THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO J ❑ LL.1 ( -' ,. cin LiT �- 10+ YEARS FIELD EXPERIENCE INSPECTING EROSION CONTROL 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. W c Q I �`�' ' / MEASURES FOR VARIOUS JURISDICTIONS IN NORTHWEST OREGON AND FENCE HEIGHT AND BEFORE FENCE REMOVAL. z - PROJECT SOUTHWEST WASHINGTON. 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTHINITIAL ❑ Wr^IL_II.LLI �/ ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. z J V J � 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT ❑ Q � C-- - „, SITE INSPECTION FRES( UENCY: BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED Ce z Q CK BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. W I 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. 0 ci \c' -) \ „iiii - SITE CONDITION MINIMUM FREQUENCY INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF 0 \ '" . THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE SHEET INDEX p O 0c)\\ '''' I SW ATLANTA ST 1. ACTIVE PERIOD WEEKLY WHEN STORMWATER RUNOFF, INCLUDING PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. I- W (e4 0 RUNOFF FROM SNOW MELT, IS OCCURRING. 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. EROSION AND SEDIMENT CONTROL PLANS t VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. ` AT LEAST ONCE EVERY MONTH, REGARDLESS OF 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY ECOO COVER SHEET AND GENERAL NOTES TITLE WHETHER STORMWATER RUNOFF IS OCCURRING. SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS # DATE DESCRIPTION ESTABLISHED. HOWEVER, DO REMOVE ALL TEMIPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS EC10 CLEARING AND DEMOLITION W I t _ 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE IN WORKING ORDER. ANY BECOME STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF EC20 GRADING STREET AND UTILITY CONSTRUCTION IN ANTICIPATION OF SITE INACCESSIBILITY. CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. > > NECESSARY MAINTENANCE AND REPAIR MUST BE 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE EC30 EROSION AND SEDIMENT CONTROL DETAILS 11111 MADE PRIOR TO LEAVING THE SITE. TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. I 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY ATTENTION EXCAVATORS: SW w �4RTMO ,. 1 3. (14)TIVE PERIODS CONSECUTIIVE GREATER ALLENDARHAN DAYSaURTEEN ONCE EVERY MONTH. 28. VEGETATEALL EXPOSED SOILS MUST BE AREA, AND DH A COVERED MENT DURINGO THEOL BMP I.E.WET WEATHERILTER PERI D,GOCTOBER 01 - MAY 31. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY Ur/I Sr 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY, NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR I w ' -� 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT MAINTAIN THE EXISTING NATURAL BUFFER WITHIN THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT 952-001--0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CAWNG r 1 . .. - COVERAGE, OR MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL INACCESSIBLE DUE TO INCLEMENT WEATHER. A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE 751 I DOWNSTREAM LOCATION. EROSION AND SEDIMENT CONTROL BMPS. CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE REVISIONS COMMENCING AN EXCAVATION. CALL 503-246-6699. < 5 UNPELIKELY YS DDUENTOG WFROZENHICH I CHARGONS. MEE IS LT, OR WHENLY. WEATHE ERCONDITIONSING I MAKE ATELY UPON LOCAL AGENCY-SPECIFIC EROSION g �� r I I I I Ir NR KOC DISCHARGES LIKELY. DRAWN BY CHECKED BY P CONTROL NOTES: cn * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE PERMIT SUBMITTAL-06/15/2018 VICINITY MAPINSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. STATUS o * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-ON PERMIT REQUIREMENTS. 1. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND JUNE 11,2018 ti NOT TO SCALE * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. DATE -.)'33 * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). 18167 J CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. PROJECT NUMBER c PROJECT LOCATION: PROPERTY DESCRIPTION: `,i 7600 SW ATLANTA ST 1S 1W 36CD: TAX LOT 1501 N TIGARD, OREGON 97223 ECOO LATITUDE =45'26112" LONGITUDE = -12746'17" b 0 2018 OTAK, INC. this drawing is not 2 x ,it has been 0 a_ reduced/enlarged.Sca a accordingly. 1 `0 , I ASoNP\-N R � y( 1/ Otak r 1 t / 1 ,, • - k i....41 -A 16A t 1 1 36CD ISI 36CD UR0 �' ; - - N. � � ~ �i �, Otak, Inc. TL 01600 tiz °N 1 �� \ ► ; 808 SW Third Avenue, Ste. 300 TL 01500 N:4"\" ` s , _ _ -- - - - - ` y 1 S 1 3 D EROSION CONTROL LEGEND Portland, OR 97204 P5C) - Y / + 6C l 503. 287. 6825 � �� - - - - � / .../ i t / TL 01400 CONSTRUCTION LIMITS � M M M M � www.otak.com 1 ,�f - - _ _ °AP i SEDIMENT FENCE X X X X ��,D PROF r • i / - 11 ys (TO BE INSTALLED PRIOR TO GRADING) �S�\\G 1 N EFRfj,2 I. ''— � � � � � � � — ► � � y ORANGE CONSTRUCTION FENCE � 0 0 91573PE LP - - / \ - ` p,yC Jt� J N y (TO BE INSTALLED PRIOR TO GRADING) PRELIMINARY „... .air- i OREGON cd ' -- 1y / �� 1'CONTOUR 1- S(AT 1 s, '1' (...5"- '1 �� / ; / >„e sl ue i / , 1-e<c + / / f r '2py_ _� --- ..--- ay i -J t1 5'CONTOUR - 230 - D. 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IMMIMI CONSTRUCTION NOTES: SCALE IN FEET 6 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW INSTALL SEDIMENT FENCE PER DETAIL 875,SHEET EC-30. WATTLES, OR OTHER APPROVED MATERIALS. 5 3. SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO,TREES,WETLANDS,AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE El INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855,SHEET EC-30. CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND REVISIONS -6 a THE CONSTRUCTION BARRIER. El INSTALL INLET PROTECTION(TYPE 4)PER DETAIL 915,SHEET EC-30. a 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL 3 INSTALL CONCRETE WASHOUT AREA PER DETAIL 6,SHEET EC-30. cb MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING,AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT NR KDC CLEAN FOR THE DURATION OF THE PROJECT. Li INSTALL OUTLET PROTECTION RIP RAP PER DETAIL 820,SHEET EC-30. DRAWN BY CHECKED BY PERMIT SUBMITTAL-06/11/2018 g 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF STATUS It m CONTROL MEASURES INCLUDE: SLOPE DRAINS(WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING,AND BANK STABILIZATION. JUNE 11, 2018 a 6. CONTRACTOR TO VERIFY LOCATION AND ABANDON SEPTIC AND DRAIN FIELDS PER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. SEPTIC AND DRAIN DATE J FIELDS ARE NOT ANTICIPATED TO BE ENCOUNTERED IN THIS PHASE OF WORK. 18167 E PROJECT NUMBER a 7.CLEARING LIMITS ARE DEFINED BY LIMITS OF DISTURBANCE. 8. REMOVE ALL UTILITIES ON PROPERTY UNLESS OTHERWISE NOTED, INCLUDING STORM LINES I APPURTENANCES, SANITARY LINES/APPURTENANCES, ROOF DRAIN THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME EC10 CONNECTIONS,AND OVERHEAD POWER. EXISTING UTILITIES WITHIN PUBLIC RIGHT-OF-WAY TO REMAIN UNLESS SPECIFICALLY NOTED. "DRY WEATHER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN ©2018 OTAK, INC. 0 OCTOBER 1ST AND MAY 31ST. 0 If this drawing is not 22"x34",it has been a reduced/enlarged.Scale accordingly \ _,, i , . / i, Otak . 4 / } '; .1 //', �Ak 1S1 36CD - - EROSION CONTROL 1 S1 36CD ---------7K • CO OL LEGEND Otak, Inc. 9 TYP. t TL 01600 TL 01500 -/ iy fl CONSTRUCTION LIMITS EMM M M M 808 SW Third Avenue, Ste. 300 t� Portland, OR 97204 151 36CD SEDIMENT FENCE X X X X 503. 287. 6825 �� 7NN.\ ti / I (TO BE INSTALLED PRIOR TO GRADING) www.otak.com t 4j0 - TL 01400 1 'g� _ �" -��o , k ORANGE CONSTRUCTION FENCE -0 Q 0 %%'`,D PROFS 1 Li - �; -lo _, o I (TO BE INSTALLED AFTER GRADING) �,G`N6-6._' /�� I _ 91573PE l r -- tt. 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SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED I z MIXTURES, UNLESS OTHERWISE AUTHORIZED: FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TQ TIRE i DISCHARGE a A. DWARF GRASS MIX(MIN. 100 LB,/AC.) WASHES, STREET SWEEPING,AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE EROSION AND SEDIMENT CONTROL BMP / LOCATION 20' 0' 20' 40' `° 1. DWARF PERENNIAL RYEGRASS(80% BY WEIGHT) KEPT CLEAN FOR THE DURATION OF THE PROJECT. / 2. CREEPING RED FESCUE(20%BY WEIGHT) 9 ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET IMPLEMENTATION: CONSTRUCTION NOTES: SCALE IN FEET B. STANDARD HEIGHT GRASS MIX(MIN. 100LB./AC.) cN.> 1.ANNUAL RYEGRASS(40%BY WEIGHT) PROTECTION MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND 1.ALL BASE ESC MEASURES(INLET PROTECTION, PERIMETER SEDIMENT 2.TURF TYPE FESCUE(60%BY WEIGHT) MAINTAINED AS NEEDED. CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC,)MUST BE IN PLACE,N. INSTALL SEDIMENT FENCE PER DETAIL 875, SHEET EC 30. rD FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO CI INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC-30. `--T 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF 10.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. Q, REVISIONS o TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 2.ALL'SEDIMENT BARRIERS(TO BE INSTALLED AFTER GRADING)' SHALL BE El INSTALL INLET PROTECTION (TYPE 4)PER DETAIL 915, SHEET EC-30. Q AND REDUCES RUN-OFF VELOCITY. s 11.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE INSTALL ORANGE CONSTRUCTION FENCING TO DELINEATE BOUNDARY OF a AS SHOWN ON THESE PLANS. �..� SENSITIVE RESOURCE AREAS. ci 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA NR KDC COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. CAN NOT BE CONSTRUCTED GREATER THAN 50'FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH DRAWN BY CHECKED BY AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED.THE WASH-OUT SHALL BE LOCATED WITHIN SIX 3. LONG TERM SLOPE STABILIZATION MEASURES"INCLUDING MATTING" INSTALL CONCRETE TRUCK WASHOUT PER DETAIL 6, SHEET EC-30. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50%OF THE CAPACITY. SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. PERMIT SUBMITTAL-06/11/2018 g 6 CONSTRUCT STAGING AREA INSTALL CLEAN ROCK PAD FOR SOLID AND STATUS SHEETING, STRAW MULCHING,WOOD CHIPS, OR OTHER APPROVED MEASURES. 4.THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED HAZARDOUS WASTE, FUEL STORAGE,AND EQUIPMENT MAINTENANCE. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORMJUNE 11•2018 0 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING.A STABLE LOCATION AND CONFIGURATION. DURING"WET WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. POTENTIAL STOCKPILE AREA. PROVIDE PLASTIC SHEETING PER DETAIL 810 ON DATE a WEATHER"PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE SHEET EC-30. IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 13.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 18167 E SYSTEM. ACTIVITIES. Ell PROVIDE OUTLET PROTECTION RIP-RAP PER DETAIL 820 ON SHEET EC-30. PROJECT NUMBER m 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE 14.USE BMPs SUCH AS CHECK-DAMS, BERMS,AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING 6. WHEN PROPOSED BREAKING DRAINS TO THE STREET,ADD SILT 9I INSTALL BIO-FILTER CHECK DAM PER DETAIL 845 ON SHEET EC-30. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME E C20 o FENCING UPSTREAM OF STREET IN ORDER TO REDUCE RUNOFF TO STREET MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES, DISCHARGE POINTS. "DRY WEATHER" CONSTRUCTION. "WET WEATHER" AND STORM SYSTEM(TYP). CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN 7•AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE 15.COVER CATCH BASINS,AREA DRAINS, MANHOLES,AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL OCTOBER 1ST AND MAY 31ST, ©2018 OTAK, INC. APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING,OR OTHER APPROVED MEASURES. COAT,TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 0 ACTIVITIES. If this drawing is not 22"x 34".it has been a reduced/enlarged.Scale accordingly. 1 Otak PON PURR=1/01111141101 �� ON NMI a�A 08 FOR FURTHER INFORMATION .„ P GCHAP=1 0/CLAN MIR ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER .040.°P ANGLE FILTER FABRIC eife UMW�001>A10 SERVICES EROSION PREVENTION FENCE TO ASSURE SOIL IS TRAPPEDPLASM MO 4 MCC P ,1 �' . I a• AND SEDIMENT CONTROL �" %. PLANNING AND DESIGN MANUAL ll sol,• Otak Inc. �•-,,..---:,:,4:,..7.-.:4-.. .:.4,..:-'..- 'v �; *:'' \ \ I\A_I 7::\y la 11K� 808 SW Third Avenue, Ste. 300 /0. • - :D••:• •••'-i••:4. RLAfI1MR7�O/ipM Nom[Do1191 Portland, OR 97204 PSQEILE 503. 287. 6$25 ITADIIS 25' MIN. • ••-1-.. ...0.•-'w- • :• •P•• INTERLOCKED /1.111°11NOT TO SCALE www.otak.00m :'s.:.• �,�. 2'x 2' POSTS GLEAN PIT RUN OR 3'- r CLEAN ROCK ' e. [#I,� AND ATTACH PLAN VIEW ,��h /��r SUBCRADE REINFORCEMENT ,,�}. NTS �(II�LV---' Cr SEAMS.RAW 12• OVERLAP (, PJI �f GEDTEX1TLE. AS REQUIRED }r' IKEA/ R+I[ `�. 4��Q0��{7 El' MIN. FUSE STITCHED LOOPS 1114.... . . . . . . � �aG N�f,r /�� DEPTH 3' minimum 1 OVER 2'x 2' POSTS NOTES: Minn Mali : SISTINE l •20' MIN. FOR SINGLE FAMILY AND DUPLE( RESIDENTIAL torn t« -/ k i 1. BURY BOTTOM OF FILTER FABRIC 6' a PRELIMINARY VERTICALLY BELOW FINISHED GRADE.SON 1444114" /ail !/ $ECTION/7 ' PAVEMENT UPHILL SIDE OF SLOPE /:;/j'/A\ ° NOT TO SCALE n 3 t� • } • .1 '. � „{:J i I �. iO 4. COMPACT BOTH SIDES OF FILTER FABRIC a 4' IS RASH C 0 c u�`O` � A \/// TRENCH. R 1 vi � ; •4. �• '. ,•e` S. PANELS MUST BE PLACED ° R� ROW I',,/, t'/.e/ :) . . '+.4, : '. : r. •i ACCORDING TO SPACING ON F F =11= .r • I EXPIRES: 12/31/2019 ---,-/-:- '•;,� � -r ::�: .T• •• *_'' PROFILE DETAIL NO.940 u SII-'II-s -,-IMI-i1 IlII-ss--:•-•_-1-i�_, i. ' d ll•i1 • -II i II Ir STAMP r+. NTS ° NAL. NOTES: NOTES: ON LIPIEL 1. PE ENTRANCE SFNLL BE MAIlTILI1ED I4 A CONDITION THAT WILL PREVENT TRACKING OR amen OF I •• ° ! BARRIER REQUIRED 0 TOE OF SLOPE 1. STAKING SPECIFIG110NS a 1702`WOODDI STMO3 SEgMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN i FILTER FABRIC MATERIAL ° Ix ADpTIONA1 STALES MAY BE INSTALLED COI PLASTIC SHEETING OUT OF AIN! MEASURES USED TO TRAP SEDIMENT. a I Dow�Aai�E of WATTLES. DN STEEP SLOPE OR 1\ 2. WHO NECESSARY. WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUOUC R10NT-GF-WAY. I 36' WIDE ROLLS 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE N FIGIlLY EROSM1E 9dLS THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. o a 2 SPAUIG IN AOLORDAII�,STH OCTAL 940. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION NOTES- ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DNERT RUNOFF THROUGH AN APPROVED ~ \\• /\' ♦ \• �' \` ° S ROME ALL ROCIS. CLOOS.VEGETATION OR FILTERING SYSTEM. ,p �!/!// / •/ / ,,-, OrHEA OBSTRUCn/N5 9a 1-MT THE N5iNLm It: i !l/�.AAAA /. i/ WATTLES LIu ,AVE DIRECT 1. MINIMUM 12' OVERLAP OF ALL SEAMS REQUIRED. 5INGLE FAMILY I I PLAN VIEW Solt 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. 20' LONG BY 20' WOE B' DEEP OF 34` MINUS CLEAN ROCK. NOT TO SCALE 4 INSTALL THE WATTu3 IN 2• DEEP TRENa, 3. COVERING MAINTAINED TIGHTLY IN PLACE COMMFRCW 1 6'MA7(IMUM SPACING FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE 50' LONG BY 20' WIDE 3-6' CLEAN ROCK, INSURING THAT Na CAPS Ea ST eETreEN THE BY USING SANDBAGS OR TIRES ON ROPES WITH A FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER SOL AND THE BOTTOM OF THE WATTLE.. THE MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. GOVERNING AUTHORITY MAY REQUIRE GEOTEXT1LE FABRIC TO ON DESIGN CRITERIA SEE FRONT VIEW SERVICES EROSION PREVENTION ENDS O:ADJACENT WATES SHALL RE CASCADE PACIFIC PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER AND NGSEDIMENT CODESIGN OVERLAPPEDIMENT I IN MINIMUM TOT PREVENT INVESTMENTS, LLC SERVICES EROSION PREVENTION NTS PLANNING AND DESIGN MANUAL. SEDIMENT PASSING THROUGH THE FIELD JOINT. AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. CONSULTANT CONSTRUCTION ENTRANCE CleanWater Services SEDIMENT FENCE C:leanV4taIrr Services WATTLES C anWaler Services PLASTIC SHEETING Cie.nvifiee Saiv aes Detail Drawing 855 REVISED 12-06 Our commAtme°t it clear. DRAWING NO. 875 REVISED 12-Os Chu a>mf•s IA . DRAWING NO. 880 REVISED 12-16RINSED 12-06 ��ltiis DRAWING NO. 810 POR LUIS=MtONYA1 14 Lal OMR ONW in FON Man Ma1A1011 MIAMI 4 crWA7IR MAY BE USED SHORT TERM \ ON MEM COCA 1a SIT W/ u11LITY WORK AND W/ awLINL•v GhZMI Ilan 6 NUM=Mil laaaal hNMML \ PHASING OF DEVELOPMENT __-_ ,•.,;0 - '= , aPNA10Di On=!Valliant �'--' ,•••-„,.;••;',' NO f>�ir corm PL SIGN J \ .-- _Illiffri . • .j%,Oj. �,'Iyyj%` lLAgA/i NO OMNI YAIILAL iii h. sl - / FLOW ;Ii11U I}I, NII 111111 1+' u h1.1 lill1IIlll1.I M I N. 1 , ILII ,Illl I r Orn.l 1 I� I. ,- IIi \ \ \ \ V \i lA�hlllll i ar m» . .I 4121742.121t: _ .. m �. - \141144 _\l 1 1111}1 ell II - , //�/ Ur*�Fl,lp I{�111)1 II� .;;14,,':';'.". 4./.. W S H wsnui - ' AiII _ w r t `�� ` e l_:: C.'":\ \ \ \ \ \ ''c..........., I r 111/k -...-.3D- ' It • M' =5 F.� EI< TN. - I I I - mn -� AREA DRAIN WASHOUT DIMENSIONS: GTCH BASIN Width=3'. Length-6', Depth-2' !: 111 IMF •%FLOW ,i4-w.-:, . 1 e.,• .. .. PLAN VIEW olKrlu�r IIMANTWW`�LL vol mol 'y. FLOW %/� [ N.11111 NOTES: ��J T?J - I Z 111 i;, J GIIRII ant Ip IT." ; 'r . . 1 _17 - PLAN VIEW , i,�ii� �r 1. CONSTRUCT CONCRETE WASHOUT STATION USING STRAW BALES STAKED TOGETHER AND ETF. //---- LIOl1L=SAO ONICE DRAPED WITH PLASTIC SHEETING. l 110.8.-.....--.-. P / APPROW / PLAN VIEW ' W 2. PROVIDE SIGNAGE CLEARLY IDENTIFYING STATION AS A CONCRETE WASHOUT AREA. TM ) DITCH INLET _Imp HTS A�. / /'� 0 Nil 1nl I.` -ic;'T' .l- r M II J Q CAUTION SHALL BE USED TO NOT OVERFILL WASHOUT. EMPTY WASHOUT BEFORE -� 11grrlyL• O 3. REACHING 2/3 OF CAPACITY. / Ct 6' overlap of begs. NOTES: f , Q Ce Q WASHOUT WATER SHALL NOT BE RELEASED INTO STORM DRAIN SYSTEM, SURFACE I Vim 1. ADDITIONAL MEASURES MUST BE f 4. WATEIRS, OR RETENTION POND. CONSIDERED DEPENDING ON SOIL TYPES. ATI.WASH DOWN LIQUIDS AND SURREY SHALL BE NEUTRALIZED TO A PH OF 6.5 TO --.. _ -` 5• 7.5 WITH DRY TCB' IN ACCORDANCE WITH DEQ REQUIREMENTS BEOR6 OFFSITE N�NOwBI ecu 2. BIO-FILTER BAGS SHOULD BEFORE E STAKED WHERE SAO O Is DISPOSAL NO LIQUIDS WILL BE ALLOWED TO SPILL OR LEAK FROM THE WASH DOWN (D) PROCESS OR FACILITY. HARDENED CONCRETE MATERIALS WELL BE REMOVED FROM THE PROFILE 1'x2' WOODEN STAKES OOR R APPROVED RljTA U SITE AND DISPOSED OF AT AN APPROVED LANDFILL SITE. EQUAL PER BAG. PROFILE W NOTES: FOR FURTHER INFERHATIEIN NOTES: NT5Cr) 3. WHEN USING 30' BIO-BAGS TOZ W PROTECT A CATCH BASIN YOU MUST CH OESIPTER cr A SEE N I- 810 BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. CHAPTER 4 CLEAN WATER 1. STAKING OF BAGS REQUIRED USING (2) 1'x2' WOOD STAKES OR APPROVED EQUAL PER BAG. Ce 2. STAKING OF BAGS REQUIRED WITH ETHER METHOD USING (2) 1'a 2' WOOD STAKES OR HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION 2. SURFACE MUST BE SMOOTH BEFORE APPLICATION. LL C II- APPROVED EQUAL PER BAG. OVERLAPPED BY 6". AND SEDD'ENCONTROL 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS c PLANING AND DESIGN MANUAL. APPROVED BY THE DISTRICT OR CITY. Q MMIll OUTLET PROTECTION - ' INLET PROTECTION CHECK DAM W 1" H RIP RAP � Clean TYPE 4 water- 110� BIO-FILTER BAG V) Z CI DRAWING NO. 820 REVISED 12-16 DRAWING NO. 915 REVISED 12-16 DRAWING NO. 845 REUSED 12-16 U) DETAIL 6 CONCRETE WASHOUT STATION IMZ Q J I. ZOO MENEM CD co � w H w co--- ❑ TITLE # DATE DESCRIPTION 0 co U UJ ni E ce Z 0 T co JJ N O M U LU F- m U rn REVISIONS a O U O 121 NR KDC DRAWN BY CHECKED BY K CD Z 7-7 PERMIT SUBMITTAL-06/11/2018 o STATUS JUNE 11,2018 D DATE a_ J 18167 E 0. PROJECT NUMBER CV m O EC30 cV O 2018 OTAK,INC. V a If this drawing ss not 22"x 34",It has been reduced/enlarged.Scale accordingly.