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Plans OFFIC_F, rnry OFFICE'COPY Sq"2122I-0ooc ,) DURHAM O&M BUILDING 1lieeeSvJ 3514-i 4arr.e. REUtiVL. MAINTENANCE STORAGE AND PARKING LOT IMPROVEMENTS CITYOFTIGARD PROJECT TEAM PROJECT DESCRIPTION BUILDING DIVISION OWNER CIVIL THE PROJECT CONSISTS OF SEVERAL DESIGNATED IMPROVEMENTS TO THE BACK-OF-HOUSE > GLEAN WATER SERVICES AA!ENGINEERING AREA AT THE RECENTLY RENOVATED O&M BUILDING. THE COVERED STORAGE AREA THAT DURHAM AWWTP 4875 SW GRIFFITH DR,SUITE 300 CURRENTLY EXTENDS WEST OF THE NORTH WING OF THE BUILDING WILL BE RELOCATED TO c 16060 SW 85th AVE. BEAVERTON,OR 97005 A NEW OUTDOOR COVERED AREA IMMEDIATELY WEST OF THE NORTHERNMOST SHOP BAY. - CV TIGARD,OR 97224 PH:503.620.3030 ARCHITECTURAL DETAILING WILLMATCH THE RECENT RENOVATION. THIS RELOCATION WILL PH:503.547.8150 CONTACT:DUSTIN ELMORE FACILITATE THE RECONFIGURATION OF THE REAR PARKING AREA TO ALLOW FOR MORE SW Durham Rd. _ -. CONTACT:DAN GARBELY PARKING SPACES AND MORE EFFICIENT MANEUVERING FOR DELIVERY TRUCKS. STRUCTURAL ARCHITECTURAL AT ANOTHER REAR DOCK AREA,A NEW CANOPY COVERING WILL BE CONSTRUCTED. THIS I • ' AMODEO STRUCTURAL ENGINEERING RESOLVE ARCHITECTURE+PLANNING CANOPY WILL MATCH THE EXISTING CART CANOPIES CONSTRUCTED FOR THE PREVIOUS • REMODEL BUT BE HIGH ENOUGH TO ALLOW FOR THE FULL-HEIGHT OPENING OF THE DOCK'S P.O.BOX 83343 3742 SE MILL ST. OVERHEAD DOOR. • ay L • . ` PORTLAND,OR 97283 PORTLAND,OR 97214 S C CONTACT:RICK CO CONTACT: JOHN0 IN ADDITION TO THE RECONFIGURATION/REPAVING/RESTRIPING OF THE REAR EST I. ,f '' RICK AMODEO CONTACT: FLYNN (WEST) 12. PARKING,THE SCOPE OF CONSTRUCTION INCLUDES REPAVING!RESTRIPING OF THE FRONT "-' • 1. (EAST)PARKING AREA. I. • " MECHANICAL/PLUMBING/ELECTRICAL i ff SAZAN GROUP THE SCOPE OF CONSTRUCTION ALSO INCLUDES SEVERAL MISCELLANEOUS IMPROVEMENTS (/ /• .e � 111 SW FIFTH AVE,SUITE 2120 AT VARIOUS LOCATIONS. REFER TO SHEET G.2 FOR A DESCRIPTION OF ALL SCOPE OF WORK •• , 53 PORTLAND,OR 97204 ITEMS. • PH:503.416.2400 ✓( r Pli CONTACT:DANIEL TOUGER e• r p SHEET INDEX ABBREVIATIONS :IN1e' T .-,-�>� GENERAL ELECTRICAL AFF ABOVE FINISHED FLOOR GWB GYPSUM WALLBOARD O� APPROX. APPROXIMATE HGHT HEIGHT w C'eF G.1 COVER E0.0 GENERAL NOTES,LEGEND,&DRAWING INDEX CLNG. CEILING LL LOT LINE , C, G.2 PROJECT OVERVIEW E0.3 ELECTRICAL SCHEDULES AND DETAILS CLR CLEAR MAX. MAXIMUM • E1.1 SITE DEMOLITION CO CARBON MONOXIDE MECH MECHANICAL N E2.1 SITE POWER AND LIGHTING CONC. CONCRETE MIN. MINIMUM VICINITY PLAN CIVIL E3.1 SITE PHOTOMETRICS CONT CONTINUOUS N/S NORTH-SOUTH TAX LOT:251136000600 NTS E4.1 ELECTRICAL PARTIAL PLANS&ONE-LINE DBL DOUBLE O.C. ON CENTER C0.2 GENERAL NOTES DIAGRAMS DIA. DIAMETER OSB ORIENTED STRAND BOARD SITE ADDRESS:16580 SW 85TH AVE,TIGARD,OR 97224 CO.3 EXISTING CONDITIONS E5.1 ELECTRICAL PANELS SCHEDULES DIM. DIMENSION PL PROPERTY LINE ZONING:I-P CO.4 DEMOLITION PLAN LYWOOD C1.0 HARDSCAPE PLAN EA. EXISTING PTWD. PRESSUR m+ C1.1 SITE PLAN WEST EACH PT PRESSURE TREATED a C2.0 GRADING PLAN PLUMBING E.N. EDGE NAIL REQ'D REQUIRED CITY OF TIGARD o G3.0 UTILITY PLAN P2.1 PLUMBING FLOOR PLAN EQUIP EQUIPMENT REV REVISION O C4.0 DETAILS EQUIV. EQUIVALENT SF SQUARE FEET Approved y PI nning E/W EAST-WEST T.C. TOP OF OI FIN. FINISHED T.O.CONC.TOP OF CONCRETE FIRE SPRINKLER Date: 2 FIN.FL. FINISHED FLOOR U/S UNDERSIDE O ARCHITECTURAL FP2.1 FIRE PROTECTION FLOOR PLAN F.N. FIELD NAIL W/ WITH Initials: •= SP ARCHITECTURAL SITE PLAN j A.1 PROJECT AREA PLAN GENERAL NOTES O A.2 FLOOR PLAN A.3 ROOF PLAN A. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE H. LOCATE EXISTING UTILITIES WHETHER INDICATED OR NOT AND PROTECT FROM DAMAGE. C A.4 ELEVATIONS--MAINTENANCE STORAGE WORK. CONTRACTOR SHALL BEAR REPAIR OR REPLACEMENT EXPENSES OF UTILITIES OR OTHER c7 A.5 BUILDING SECTION @ MAINTENANCE STORAGE Z A.6 BUILDING SECTIONS @CANOPY B. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS. NOTIFY PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE a A.7 BUILDING SECTION @ CANOPY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. WORK. A.8 DETAILS-STORAGE ROOF C. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND SHALL I. PROVIDE ACCESS PANELS AS REQUIRED.LOCATION,FINISH,AND TYPE SHALL BE APPROVED BY 0 MAINTAIN THE STRUCTURAL INTEGRITY OF CONSTRUCTION UNTIL FINAL LATERAL AND ARCHITECT PRIOR TO OBTAINING AND INSTALLING.ACCESS PANEL LOCATIONS NOT APPROVED LE A.9 DETAILS-MISCELLANEOUS LOCATIONS VERTICAL CARRYING SYSTEMS IS COMPLETED. BY ARCHITECT WILL BE SUBJECT TO MODIFICATION AT NO ADDITIONAL COST TO OWNER OR A.10 DETAILS-DOORS&DOOR HARDWARE m D. DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF CONCRETE, FACE OF MASONRY, ARCHITECT. PROVIDE RATED ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN 2 GRID/COLUMN LINE,CENTER OF ELEMENT,COUNTERTOP EDGE,OR AS NOTED. WHICH THEY ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS OR OS E. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTORS RATED ROOF CEILINGS SHALL BE SMOKE SEALED, E WORK, COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, ACCURATE LOCATIONS OF J. ALL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE STOPPED PER OSSC STRUCTURAL STRUCTURAL MEMBERS, OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS CHAPTER 7 AND THE AUTHORITY HAVING JURISDICTION'S REQUIREMENTS.RATED ASSEMBLIES EQUIPMENT, CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES (CLEARANCES SHALL BE CONSTRUCTED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES PER OSSC O S.0 STRUCTURAL&GENERAL NOTES AND REQUIRED) FROM THE MANUFACTURERS PRIOR TO CONSTRUCTION OF OR INSTALLATION OF SECTION 709.6. N REQUIRED SPECIAL INSPECTIONS EQUIPMENT,FURNISHING,AND ACCESSORIES. K. ALL SAFETY GLAZING SHALL BE PERMANENTLY LABELED WITH THE MANUFACTURERS NAME. ✓ S.1 MAINTENANCE STORAGE FOUNDATION PLAN F. DETAILS NOTED AS "TYPICAL" OR 'TIP" APPLY IN ALL CASES UNLESS SPECIFICALLY L. CONTRACTOR IS RESPONSIBLE FOR TRADE PERMITS, INCLUDING, BUT NOT LIMITED TO S.2 MAINTENANCE STORAGE ROOF FRAMING PLAN REFERENCED. DETAILS THAT ARE SPECIFICALLY REFERENCED SHALL TAKE PRECEDENCE MECHANICAL, ELECTRICAL, AND EXTERIOR SIGNAGE. REFERENCED PERMITS SUMMARY ON m S.3 CANOPY FOUNDATION&ROOF FRAMING PLAN° S.4 DETAILS--CANOPY OVER DETAILS NOTED AS "TYPICAL" OR "TYP". SPECIFIC NOTES AND DETAILS SHALL TAKE THIS SHEET. n PRECEDENCE OVER GENERAL NOTES AND DETAILS. M. PROVIDE BACKING, BLOCKING, OR STRAPPING AS REQUIRED FOR MOUNTING GRAB BARS, rn S.5 DETAILS--STORAGE G. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE SHELVING,EQUIPMENT,HANDRAILS,ACCESSORIES,AND CASEWORKS. O S.6 DETAILS-STORAGE PROJECT IS IN PROGRESS UNTIL PROJECT COMPLETION. ml ELDRN: DATE EROJ NAME'. SHEET TIRE: SHEET: OF: DW(+N'. JOHNR FLYNN N DSN. DWDN: THIS BAR IS ONE INCH RESOLVE DURHAM O&M PurE 9/4/20 RESOLVE COVER SHEET PD> , R.� cs' CHIR CAD TILE tl: WHEN DRAWING IS FULL ARCHI I EC - PARKING LOT Br v •' y+NF t to o1 SCALE. - -"_ Our commitment is clear. - MAINTENANCE STORAGE CWS W PPPD: SCALE: REVS, DATE DEN APPD DESCRIPTION 2550 SW H'dlsboro Hwy. Hillsboro,Oregon 97123-9379 PROJ P. ENGR STAMP. \/_ 1 I i i i i i 101. rI : r��rff I _ as 1 i 1.1 i/ i i / p ii :1' ( 1 i CONCEPT SKETCHES - FOR REFERENCE ONLY i"- O 2 WEST PARKING i i / ® ` i \ i 3� i i O f t .717 0 .o/,/,/,,,,fo ITEM 1 / o y 04 •NEW COVERED MAINTENANCE STORAGE AREA y •DEMO EXISTING AND INSTALL OWNER-FURNISHED METAL FASCIA PANEL i •NEW CANOPY AT EXISTING TALL OPENING TO SHOP ♦ ', MAINTENANCE SHOP ITEM 2 /r/r/r/r//.,. •REGRADE/REPAVE/RESTRIPE EAST PARKING % _ _ _JOY31 I •INCLUDES RECONFIGURATION OF PARKING AREA LIGHTING �; , ,,,,,,,,,,,,,,q,,,, ,,I i •INCLUDES NEW SIDEWALK/BOLLARDS NORTH OF NEW MAINTENANCE STORAGE AREA - % 0 %/ •INCLUDES INSTALLATION OF OWNER-FURNISHED FIRE HYDRANT •INCLUDES RE-SET OF EXIST. CATCH BASIN AT ENTRY TO E&I SHOP AND NEW CONC. APRON s O •REPAVE/RESTRIPE WEST PARKING J g J STORES g 1 ITEM 3 O 0 2 $ ••REPLACE EXISTING SINGLE-DOOR AND SIDELIGHT AT COMPRESSOR ROOM WITH NEW EAST PARKING E HOLLOW METAL DOUBLE-DOORS & FRAME \ U % I Z ITEM 4 •INSTALL SHEET METAL FLASHING OVER MAIN ENTRY DOOR; FLASH OVER TO EXISTING CANOPY -- SEE 3/A.9 Oc g r///////U////////////////////l�W •INSTALL SHEET METAL FLASHING OVER REAR ENTRY DOOR; FLASH OVER TO EXISTING CANOPY-- SEE 1/A.9 ® ` 0 o ITEM 5 •PROVIDE & INSTALL NEW EDGE-OF-DECK LEVELER AT STORES LOADING DOCK U fN /--- I ' "N\ 3 SCOPE OF WORK DESCRIPTIONS 1 KEY PLANEi N m 0 N �1 AAe�-� ogx 2 ORIG PROJ NAME: SHEET TIRE: SHEET. OF: OVA E �� a ORS: DATE: 1.0 N R.FLYNN t,.i CO N DAN: OWGx: _ _ THIS BAR IS ONE INCH RESOLVE DURHAM O&M PROJECT once 9/4/20 e4V-1* -..4.P4S ©eanWamir Services G .264 CHIPDOELLE. _ wHeNORAwINcisFuLL our<ammftm<nl;,<i<,r. ARCHITECTUREHPLANNING PARKING LOT& OVERVIEW PLC%SCALE. MAINTENANCE STORAGEOweOF1 Y•to 8.5 APPD: SCALE: REV P DATE DRN AFRO DESCRIPTION 2550 SW Hillsboro Hxy. H':llsbaro,Oregon 97123-9379 pool q, ENGR STAMP': GENERAL NOTES CONSTRUCTION NOTES MATERIAL NOTES 1. CONSTRUCTION LAYOUT(ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A DEMOI ITION 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, PROFESSIONAL SURVEYOR. REGISTERED IN THE STATE OF OREGON, BASED ON 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF MODELS, AND NUMBERS IS INTENDED TO ESTABUSH STYLE, QUALITY, APPEARANCE, COORDINATES, DIMENSIONS. BEARINGS, AND ELEVATIONS, AS SHOWN. ON THE PLANS AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA FROM ENGINEER PRIOR TO INSTALLATION. 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE IDENTIFIED IN THE PLANS. HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S 2. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE AS INDICATED IN THE 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED DUCTS. PIPES P LESS THAN 2' OF COVER SHALL BE C900/C905 PVC, HOPE OR POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING FROM THE SITE, AND DISPOSED OF PROPERLY. DUCTILE IRON PIPH PE CONSTRUCTION LAYOUT. 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED 3. PRIVATE WATER MAINS 4-INCH DIAMETER AND LARGER SHALL BE DUCTILE IRON PIPE 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. SCH BD; AS INDICATED IN THE PLANS. SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD 4. PRIVATE WATER LINES 3-INCH DIAMETER AND SMALLER SHALL BE TYPE K COPPER 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE IMMEDIATELY UPON DISCOVERY. AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR OR PVC; AS INDICATED IN THE PLANS. 5. BUILDING SETBACK DIMENSIONS FROM PROPERTY UNES SHALL HOLD OVER ALL ORIGINAL CONDITION OR BETTER. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM OTHER CALLOUTS. PROPERTY UNES AND ASSOCIATED BUILDING SETBACKS SHALL BE 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. VERIFIED PRIOR TO CONSTRUCTION LAYOUT. EXISTING CONSTRUCTION JOINT. 6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING 6, SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING MONUMENTATON DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND NEW PAVEMENT. SEPARATION STATEMENT COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH A LICENSED SURVEYOR. IITI ITES DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2018 OREGON 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES CATCH BASINS. PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2017 OREGON PLUMBING FRAMES AND COVERS, ETC. TO FINISHED GRADE. MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF TIGARD. 2. MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12'. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN 8. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, TV, TELEPHONE. ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A STATE, AND LOCAL CODES. ORDINANCES AND REGULATIONS. ALL PERMITS. LICENSES UTILITIES (STORM DRAIN. SANITARY SEWER, ETC.) IF CONFUCT OCCURS. SEPARATE SHELF IN THE TRENCH 18* INCHES ABOVE THE SEWER. AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL. POWER AND TELEPHONE COMMENCING CONSTRUCTION. SERVICE. 9. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE 4. BEFORE BACKFILUNG ANY SUBGRADE UTIUTY IMPROVEMENTS CONTRACTOR SHALL OREGON UTILITY NOTIFICATION CENTER, THOSE RULES ARE SET FORTH IN OAR SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE TO ENGINEER AND OWNER. RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT STORM AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION. SO UTIUTIES MAY BE ACCURATELY 1. CONNECTIONS TO EXISTING STORM SEWERS SHALL CONFORM TO THE 2018 OREGON ABBREVIATIONS LOCATED. STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, 'WORK ON EXISTING NOTICE TO EXCAVATORS: 10. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR SEWERS AND STRUCTURES'. ATTENTION; OREGON LAW REQUIRES YOU BOW BACK OF WALK INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. 2. BEGIN LAYING STORM DRAIN SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO FOLLOW RULES ADOPTED BY THE DE CENTERLINE CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE OREGON UTILITY NOTIFICATION CENTER. EG EXISTING GRADE UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY THOSE RULES ARE SET FORTH IN OAR EX EXISTING BRING ANY DISCREPANCIES TO THE ATTENTION OF AAI ENGINEERING, 72 HOURS SEWER PIPE USING A LASER. 952-001-0010 THROUGH OAR ELEV ELEVATION PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND AUGNMENT CONFLICTS. 952-001-0090. YOU MAY OBTAIN FG FUTURE GRADE 3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 G GUTTER 11. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. COPIES OF THE RULES BY CALUNG THE GB GRADE BREAK CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED CENTER. IE INVERT ELEVATION TO IN THE PERFORMANCE OF THE WORK. (NOTE: THE TELEPHONE NUMBER FOR LT LEFT 12. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE OREGON UTLITY NOTIFICATION MAX. MAXIMUM THE CONTRACTOR SHALL ADHERE TO CITY OF TIGARD FOR MINIMUM EROSION FARTHWORK4 CENTER IS (503)-232-1987). MIN. MINIMUM CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE ND. NUMBER MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM NTS NOT TO SCALE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR ENTERING THE STORM DRAINAGE SYSTEM. POTENTIAL UNDERGROUND FACILITY OWNERS PC POINT OF CURVATURE UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND % TANGENCY ROW, R/W RIGHT-OF-WAY WATER DO NOT LEAVE THE SITE. BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS Dig,Safely. RT RIGHT 13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS. KEEPING THEM REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITIi WATER WILL NOT BE STA STATION Call the Oregon One-Call Center CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST PERMITTED. STD. STANDARD CONTROL AS REQUIRED. DIAL 811 or 1-800-332-2344 TC TOP OF CURB 3. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95%OF THE TP TOP OF PAVEMENT MAXIMUM TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. TIGARD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 16. NOTIFY CITY INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTON MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY REPRESENTATIVE SHALL BE REQUIRED. m 5 17. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL > TIMES. U 18. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF UF. CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. Lei m 19. EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR rn REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140- 209.155. v1 L L '0 Unl U U N U- E 0 € J O 0 U U o_ IN W m m 1 Es OPRaT U 4 /V., Q DPW ONIL. PROJ NAME SHEET TITLE: SHEET. OE DWG 9. DATE: AA 181QII80 associates,TIC pia 4// s>h o DSN: DWG a. 9/4/20 /<, THIS BAR IS ONE INCH Ci P.r1nW L �rvices LLJJ -- DURHAM O&M GENERAL NOTES D"�E- q/G p/'P�``� N WHENDRAWINGISFULL ENGINEERING PARKING LOT& c0N2 o CHN. CAD FaEa. Our commitment is clam PLC!! SCALE. 4575 SW GfRO Drive 13aaa 3001 Beaverton.OR 197005 MAINTENANCE STORAGE EXPIRES: 6/3/2021 I A. AWD'. SCALE', 503620.3030 tel. 503.620.5530 fax I www.aEeng.cool CWS REV9 DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Irolecl No.A19155.10 _ PROJ p: FUSS STAMP'. v o �f� SURVEYOR NOTES .,:, / / \ A LEICA DNATO DIGITAL LEVEL WAS USED TO LEVEL THROUGH PRIOR CONTROL AND SET SEVEN (7) NEW BENCH / WDI- }.;,�' ` \\ MARKS (BM A THRU C). THE ORIGINAL BENCH MARK AS NOTED IN NOTE 1 BELOW HAS BEEN DESTROYED BY ...• _ ..y \\\ RECENT CONSTRUCTION ACTIVITIES. PRIOR CONTROL IS FROM COMPILATION OF MULTIPLE OTHER PROJECTS ON THE / / / i „,„..7- \ :, SITE DONE 2009, 2010, 2014, 2016 AND 2017. MAXIMUM LEVEL LOOP MIS-CLOSURE WAS 0.01' IN 12 TURNS. \ / *j \\\ '� _� THE ARITHMETIC MEAN OF THE BELOW LISTED PRIOR CONTROL(EXCEPTING NO. 1) WAS HELD TO PUBLISH THE / .... 5,...1.. �� , \ - wG_v LEVELED ELEVATIONS HEREIN. Wt1-A \ // PJENVj .• � , +_ t `• \\�\\ \�\\ 9c 1. ELEVATIONS BASED ON A FOUND BRASS DISK IN THE TOP OF CURB PER DURHAM FACILITY PHASE 4 EXPANSION PLANS BY MWH IN ASSOCIATION WITH SQUIRE ASSOCIATES-ENSR INTERNATIONAL ARCHITECTS \\ 65�� / ,•' -' 55� / �O - \\\ \\\ NGVD ASSOCIATES INC., DATED 2/23/05 ADN SUBMITTED ON 4/15/05. ELEVATION OF SAID BRASS DISK IS 156.24', \ / / ' '• �+' /+ ,4 , ', \N 1N's 2. FIELD SURVEYED NOVEMBER 7 AND 12, 2018. Y / ® + La �yyy1 \N / '`•' +'W f,, �' 4 I III, 3. HORIZONTAL COORDINATES REFERENCE PRIOR WORK ON SITE. HORIZONTAL COORDINATES OF BENCH MARKS / / �j/. p ��'�'� �I if 1 41'/ v A-G AS SET ARE APPROXIMATE ONLY AS ESTIMATED LOCATIONS WERE ESTABLISHED FROM PHOTO LOCATIONS / + Sou .\ PUBLISHED HEREWITH. �* +/ / / / ° i�j/ 1:0I. o LEGEND —V/ ��i .:.,..:,.... ----4, +____� •• n �� • FOUND MONUMENT AS NOTED a+ OVERHEAD LINES a•'J �`r"/ •(\ -�__� /, ' o F f111GI I ® SANITARY SEWER MANHOLE ss UNDERGROUND SANITARY SEWER LINE // �r,x 'i � • ,n'_ J �`l1 o CLEANOUT so UNDERGROUND STORM DRAIN LINE / tj , e,� e /� j \��/ `•'• .�p��lma���._ y Illi a Q STORM SEWER MANHOLE w UNDERGROUND WATER UNE 'P 9 //• `,- �L+/ h ` _____=j uuu�Lu�; ��� /o, �Ijl' [7 CATCH BASIN CENTER E UNDERGROUND POWER +, ,.,., d'•'--- _�. 4f � �,, ;.A. � � -^""'^-�TRENCH DRAIN UNDERGROUND GAS UNE I� \ pu�uuuuu� `���ur '' ,E I B O AREA DRAIN T UNDERGROUND TELE-COM •. � �+ O eJ, sFM \' � o � ! © ROOF DRAIN —xx— FENCE AS NOTED "'Lao } i$ qk \ T ��y., 0ID4 WATER VALVEEOCE OF PAVEMENT / \\\� / 00 Iiii.Z. 1. _� ,� �S {� � v I WATER METER - BRUSH&TREE DRIPLINE \\,...„ / + kl \"`��� �7 '�"`✓$ •Y-P FIRE HYDRANT sw""""` BUILDING FOOTPRINT LINE / k $ O :r+/ / N/ �\�. 'VZ, V, \\NN,.uuuu�ruumu�Wu�c, R4 I -o- FIRE DEPT. CONNECTION RI, UTILITY POLE ok s"•ROCK WALL • 14 le \f Z y I1 >1 POST INDICATOR VALVE UTILITY BOX s. \ \ ., I 0 ELECTRIC RISER ® UTILITY VAULT ° `; * 0 ELECTRIC VAULT UTILITY STUB UP 1 r---- Xt?'11% ;s ,; puuuuuu��"v •I En ELECTRIC BOXs SD KU .... I I � UTILITY MANHOLE k' -XI LIGHT POLE SIGN / o -n ( GROUND LIGHT ° POLE v: f ys ����\�u�h� DG GAS VALVE o GATE POST I LI, a` 7, � I�`. ® GAS FINK ® MONITORING NELL /J 0 Y I o,A+ Pm {&, ® TELEPHONE RISER e BOIlARO 'I %,�Et3 'O _x . ,. O TELEPHONE VAULT in t \ r _r ® 1 HANDICAP PARKING SPACE r� ', Y F �C�''i� li:..� �11fJy---III f O"C� DECIDUOUS TREE CONCRETE 665`4.'„ WA •o Q \ -. s o 0 ' ; Z •,' `,_ _ EVERGREEN TREE 1.. ro F O , \ 1 I __-- I f tizsar r , 1 ''' ®--4, I 1 ig ... ( ::.s. :. t;.-iI• 6'• IL./ '''' ---.. * ,-w i% fn 1 ;-1 \\\ 1 9c U \-\\ o •® 9nD • �.SD SD SD SD SD D SO—q�—50 SD SD SO W I If 'it I Pa t' © __ 1 \ NORTH 0 le 1%.• 0 co ) o ORAPHC SCALE me Z1, = .1 v (NFEET) ro 1i 1•S0 feet 6 ILL DATE:ORIG �' PROJ NAME SHEET TIRE: SHEET: OF'. DWG#: Q GRN: O - d DSN. DWG II >I�YiA LEWCIBbE,116. 914120 THIS BAR IS ONE INCH ©Pai)W�I ." DURHAM O&M EXISTING o°TE, o G„„: GAD WHEN DRAWING IS FULL ENGINEERING PARKING LOT& CONDITIONS C0 . 3 M SCALE. Om commitment is eleee. e675 SW Grilrnn Dnve Suite 330 Dearelwn,OR w6os PLC a: MAINTENANCE STORAGE AFRO'. SCALE REV DATE DIN APPN DESCRIPTION 2550SW Hillsboro Hwy. Hillsboro,Oregon 97123-93]9 503.620.30301e1.1503.620.5539 fax Iwww.aaieng.wm cws CD Project No.Al 918510 PROD P: Erv,.PS hor / aS. / i % .� SHEET NOTES /s t ,�.% ...'�' \ 4 1 9Qy 1. SEE SHEET CO.2 FOR GENERAL SHEET NOTES. / • ` D`'' '^+' '" �� \� 9y I 2. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. -�� �� .,. TS AND RECYCLE �� �woo ir ��-® ® � ® "�`- p >_ I �Z�� 3 COMPONENTS REMOVE ALL AS REQUI ED TE TIN "ME SPECIFICATIONS. / _• �' �/ v . y, s e e . SD �p �p� �/� 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE ' '4 ���� jJ \i PROCUREMENT AND COMPLETION OF THE WORK SHALL BE 4•4 t * 07, � ,�, : SECURED BY THE CONTRACTOR PRIOR TO COMMENCING . AS ���1 +/ 5 MAU.4\U�\'tHC�\11����.�hIt `� a. *11 • o ` _ •µ 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM ' '-;t pA � "i\ `� DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY ' � / \ • MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS { Y + \\ "`����.1 'y`4, ZJ RESPONSIBLE FOR COORDINATING AND PAYING FOR THE it �/ +/ � \` D` N1 I REPLACEMENT BY A LICENSED SURVEYOR OF ANY /- I /+� / \ \ c! O�,. -au:I DAMAGED OR REMOVED MONUMENTS. 4. V \ ` `, re h } 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN iii.ycA: eq + 'J' f N THE RIGHT OF WAY INCLUDING BUT NOT UNITED TO 7 * // .'L ' �� j SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET As, ( ` A' TREES, STREET UGHTS, CURBS, PAVEMENT AND SIGNS. •{ � '4 \ 1a Pi - S �0 g CONTRACTORGEDSHALL RI RESPONSIBLE FOR RESTORING ANY ,, / C. a{� !1 4p DAMAGED ITEMS TO ORIGINAL CONDITION. i,' 4 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER •jam • \\� ' N FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM /4.' •�` � DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, \ •U \L\\L\ � £ 1 UNDERMINING, WASHOUT AND OTHER HAZARDS. + I 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TD CONTROL DUST AND ss MUD DURING THE DEMOLITION PERIOD, AND DURING .< TRANSPORTATION E DEMOLITION DEBRIS. ALL STREET t,..\\7§:1: �� SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. j IP. O 0 10. PROTECT ALLEXISTING UTIUTY STRUCTURES AND /it:t\ se. L. I i \m ms ' ( UNDERGROUND MAINS TO REMAIN\ \1\\\C\\\\\\\\\\\\\\\\\\\\\\\\�\\\\\\\\\.C\` \\,\\\\\\\\\} 11, PROTECT ALL EXISTING VEGETATION TO REMAIN. \\\ \... \: .. I' £ III F V \ i X �\� so so Do PROTECTION NOTES \\\l\\\\\\\\\�.\\\\\\\ \\\� Ln- 1 s 1 RELOCATE EXISTING HYDRANT :a I /\/\ \ 0 I " 2 PROTECT EXISTING ADA RAMP s I 1 - eO q �I�O �. 3 PROTECT CATCH BASIN INLET AND ADJUST RIM 0 4' 27. -- 1 ! -- 4 RELOCATE UTILITY STUBS . �\ 3 ei 4 0 x 5 PROTECT LIGHT POLE �� l `�' 2 O3 - 6 PROTECT CURB AND GUTTER n1S1\\\\NNL���\�\\\\\\`\\,V\, . Y \�v 6 ` ,a 7 PROTECT TREE •d e } I } I< • A_ _ . s APPRO ATE LOCATION B PROTECT EXISTING STORM LINE, TO BE REUSED FOR rg. � , -� 9 -C 8F IRRI a-TION LINE INTERNAL FLOOR DRAIN 0• O DEMOLITION NOTES ~�s 10 �• • APPRO%IMATESD ULOCATION OF IRRIGATION LINE o FI IV 0 s 1 REMOVE EXISTING CATCH BASIN !- OS( 0 2 REMOVE EXISTING CONCRETE SURFACE t�`, ! t 0 0 0 O 3 REMOVE EXISTING FENCE AND STRUCTURE a I. I : o 0 4 REMOVE EXISTING CURB AND GUTTER a I V 2 h -{ 6 —IREMOVE 4 6 ,� 0 6 REMOVE EXISTING LIGHT POLE a a \ >E �I I • 7 REMOVE BOLLARD j-' S O 1. t iikr �\ 4 8 SAWCUT & REMOVE ASPHALT '. IP .,� i r • • iI�. 9 REMOVE SIGN U ! -0' •' '1 t3 w •, w w - — $ ,I 10 CONTRACTOR TO VERIFY SAWCUT IS 3' FROM EXISTING RIM F ©� �r c co I. jl ,1'` a®per s � ` d al 11 3 MONITORING WELLS TO BE DECOMMISSIONED AFTER DEMO m .,'•I. or ���III 1ji• • EB AND BEFORE PAVING BY OTHERS $ { SD\ \ I / ¢ 12 CONTRACTOR TO CAP AND REMOVE IRRIGATION UNE. { _ ,1 CONTRACTOR TO COORDINATE 'MTH DENNIS KRAMER, CWS de r I'., , r 1 , 0 LANDSCAPE SUPERVISOR AT 503-547-8066. O SO � SD ED SD-J o 0 ' 4 D ----sD so SD so w sD so so--- sit 1 u 0 so SD ILL -a I 0 ' NORTH IS ~T 0 0 O / 1 GRAPHICSCALE cc (N FEET) 7 Inch hest LL :St q1-13P �(� URN: ODARIO PROt NAME: SHEET TITLE: SHEET: OF'. DWG'A: (I� IIIIMIMM O USN DWG x:TE �I iIgYAA associates,YC PLOT 914/20 ,EXPIA/11:149111111111rrHS: �hTHIS BAR IS ONE INCH �i P,dIlW3be1SCIVICCS DURHAM O&M DEMOLITION PLANDATE o cHH: cAnPaEu, WHEN DRAWING IS FULL o..oovml,D..e Ix e1mx. ENGINEERING PARKING LOT&SCALE. AB75 SW Grfith Drvel Suite 3001 Beaverton.OR 197005 PLO%. O •� 21 I APED: SCALE: 503620.3030 let 1503.820.5539 fax 1 m'nv,aaian0,w,n MAINTENANCE STORAGE CWS a, REVe DATE DON APED DESCRIPTION 2550 SIN Hillsboro HWY. Hillsboro.Oregon 97123-9379 Project NGa gros 10 PROJ%: ENGR STAMP: / i -' WXr SHEET NOTES -. i # 41' ....p 1. SEE SHEET CO.2 FOR GENERAL SHEET NOTES. \S' / �/'. ^4. `1 2. SEE ARCHITECTURAL PLANS FOR ADDITIONAL SITE iy" y, �+� a INFORMATION. ��y Sao \ ' I 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE ICJ %ft {Its 7_o p CURRENT APPROVED CONSTRUCTION DOCUMENTS i �� 4 O / INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. �6`.. ,,,,...-0‘ 1* "r 'mil c Y o �0 4. THE CONTRACTOR SHALL KEEP THE ENGINEER AND /' ..ir JURISDICTON INFORMED OF CONSTRUCTION PROGRESS L �_��/. / „„'7- ( \ T REWIRED INTERVALS. r ter+."+" 'i`�, 24-HOUR NOTCE OBSERVATIONS SQUIRED. A ftft a. aae �',, * /t ,It,,�Zt W 0 CONSTRUCTION NOTES :�- ./ �' s t did it dr tS 1. INSTALL PRIVATE ASPHALT SURFACE PER DETAIL 3/C4.0 T' 'LWt / \ \ K` - O 2. INSTALL PRIVATE CURB AND GUTTER PER DETAIL 4/C4.0 }yr �t� \ Q / 3. INSTALL BOLLARDS ,�,r \ r . INSTALL WHEEL STOPS PER DETAIL 4/C4.0 S. -,- Nit. r#,. / I \ 0 5. INSTAL STRIPING PER ARCHITECPS PLANS / 7 , ! 0 6. CONTRACT OR TO MAKE TRANSITON TO DOOR OPENING { `. 0 tr' T i ;\� � � ` , j 7. 3 MONRING WELLS TO BE DECOMMISSIONED AFTER \\\\\\\\�\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ DEMO O BEFORE PANNG BY OTHERS .t/ * B. INSTALL CONCRETE PER DETAIL 7/C4.0 9. INSTALL BOLLARDS PER DETAIL 5/C4.0 i ■ \ PROPERTY LINE ———— illailli . ASPHALT SURFACING CONCRETE SURFACING o o \` ' \ NEW COVERED �\ \ \ AREA N .0 V \ - \ \\\ \ NEWA COVERED RED \\\��j\\\\\\\\\\\\\\\\\\\\ \ \ O -- r \ / z i a U a a ° ` O 0 a I L 1. ✓ 1 J S, , • N L NORTH ❑ `�� o U i ''.\1...:.........:.....1.'1.....:,I.:::',:::. ...:::::::......-::::,..:.......,. �\\� O ryy�- GRAPHIC. SCALE .:''. ::::... ......-.......:.:.:::::..... ' ‘:\ 0 66 _ .. `. aa m (ll r) O 1 Ysoh•40 fist '.�r1 t \5� QORIG PR0.1 rvnM!'. SHEET TITLE: SHEET: OF: UWG° - "Cr' Os' Dom' DATE: e e �I/,�/� o DSN: DWG z'. /"�/"�I B�b■BEEACIBhA,IAC. . 9/4/20 X4,4 / ,,s'2,,t, THIS BAR IS ONE INCH DURHAM O&M `o`°Te. 0 WHEN DRAWING IS FULL CleanW�er 35e.e. s ENGINEERING HARDSCAPE PLAN C 1 . O �/C NeP� cHH: CAD _ PARKING LOT& o Om ermmitmrut ix eluc PLC a'. 7 APVD: SCALe. SCALE. �503.820.3000 aI7S SW Griffith D.1503620.5599rive I Sues SOO I8510 dan8comWOO5 I EXPRE4 8/30/2021 I T REVa DATE URN MPo DESCRIPTION 2550 SVJ H IIISbero Hwy. Haleboro,Oregon 97123-93Te MAINTENANCE STORAGE CVRROJ 8: ENGR STAMP. Prgerl Na.A19155.10 \ \ ;, �� " _ � SHEET NOTES V 'tom c 1. SEE SHEET CO.2 FOR GENERAL SHEET NOTES. \ \ : / / d� + '+ 2. SEE ARCHITECTURAL PLANS FOR ADDITIONAL SITE / P��F, �/ INFORMATION. C1,0 / / j �\ 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE \ / / cam+ / \ CURRENT APPROVED CONSTRUCTION DOCUMENTS \ / �/ / µ/ / \.. INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. f / .? / 4. THE CONTRACTOR SHALL KEEP THE ENGINEER AND / JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO / / / / �/* i FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. \ / / / a, 24—HOUR NOTICE IS REQUIRED. # / / // �� 0 CONSTRUCTION NOTES \ // "•&\'4 / N., /+ • \\ 1 PARKING AREA TO BE REPAVED AND RESTRIPED / O \ / S. / �. 4 / , o - // � o / / /,�v /1 / LEGEND // / / /� 1 PROPERTY LINE ——— ——— // �//+/ ASPHALT SURFACING ... ... / // ....... �T+ �� `,, �' RE$TRIPING LIMITS OF REPAVING AND t4s / // �, � _ ti / . ' I • a /+ It a ` Y t//J g y /1-46 --*, AR . / Q •'• / p Nk re S /* k. \ .17-'''.--- NI H G U • m b mO 3 \ i o \ , : llu NORTH \ �a I \ \\\\\\`l\\\\\\\\\\\\\\\\\\\\ GRAPHIC SCALE Y) I \ - ' .. . . .. . . . '.....:.'.....:.'... ' I _ LL / co109 P. -e 0 31 ORIG PRQI NPME: SHEET TITLE SHEET: OF' DWG%: �I• N• CON. DPTE'. - f. / oo OSN: DWG it AAA ilium insulates,inc. _ 914120 ��/� . �� PLOT THIS BAR IS ONE INCH DURHAM O&M DATE �v N WHEN DRAWING IS FULL ©P.2l1 1' ENGINEERING SITE PLAN WEST 1 e 1 0 NFa D„K: CAD FILE P. PARKING LOT& pLD„: o Ow commitment is clear. SCALE. 450362Y30301ra,Drire Sole r xIwW qOR .cons EXPIRES 8 30 2021 c nppD: SCALE sosego.wooml.Isos.eNO A1918S.10 .ezleg.w MAINTENANCE STORAGE Gros / / I pr REva DATE Dery nPPo DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 9]123-93]9 Project pgod.Y.' ENGR STAMP: / j//1D` r4' \'rY" \` ` J I %/ „...../ SHEET NOTES /. �/� ll 1. SEE SHEET CO.2 FOR GENERAL SHEET NOTES. 1 /('// U ' � �.. ` 2. CURB HEIGHTS ARE 6' UNLESS NOTED OTHERWISE. - '...›.0.:"' / 1 �' I \\ \ I r\ 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% / /; /� /_ .7 , \._,.."; S IN ANY DIRECTION / /� / r _CO \ ®._ _ ® % _ 4. ALL ACCESSIBLE ROUTES SHALL COMPLY VfiTH CURRENT <• a . ''// !�/ T ■�.y r / - ADC ACCESSIBILITY GUIDELINES FDR BUILDING AND / : 1� //�� "+ ! �� ""'^� �' •` - FACILITIES ADAAC '7�f/// /�/ / '�+w.. O - \ \�� - O • / I ' \ 5oI 5. ALL WALKWAYS FROM ACCESSIBLE UNITS ARE DESIGNED s _ r �. //+ / �+. I �..-r- , �z� 7 / TO NOT REQUIRE HANDRAILS. THEREFORE, RAMPS WITH //i✓�/ �T' SLOPES STEEPER THAN 5.0%AND LESS THAN 8.33% ',, /��a&,'/�q:�i�+1g 15 �gN / �^ \ \ \�14.1. "-- 7 \ \ 0 1 SHALL NOT EXCEED 0.5' RISE OR 6.0' LENGTH. /" er 8. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT / / 15g '•' � .,{"`��x , IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO JjT' / / / � � / ` a��»»»> t� O \ WITHIN 0,03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR /\ ` 3 _ TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN / . / -- :, ,6'/ a ' ._ :-i/� 4L ` ✓ e .:4 l r © 7. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE d*• rt f // e� r / 15fiY \ PLANS ARE FINISHED GRADE WHICH INCLUDES SUBGRADE �'U I / /// / �`L. ` 1 .� a �e, II / SOIL, TOPSOIL, SOIL AMENDMENTS. ROCKERY AND RUNOFF `T,4 //)�l./ / q ‘ L I - 0 / GRADING WITH PROTECTION CONTRACTOR EXCAVATOR AND(LANDSCAPE BLE TO COORDINATE 'V//�///�/ \ �� . o e I CONTRACTOR. • // / N. \\\\\� _ \ / //,//�/ 4 •' �' 9. , / GRADNG LABEL LEGEND may. / / _ _.._ ; w ` CALLOUT DESCRIPTION ///-•/ ,yz / ON 157.68 SW „ 156.OD SW DESCR PTION SPOT nLLISTED BELOW. // / /'- 156.72 SW :NE r fl �\ = I i / 011 / / / 157.85 SW ` ` %X.XX XX . / pp? SW �`\ I I 1 EX EXISTING GRADE -"I• N.N.\\\\\ .N.N.. \\\ Ek.. .4.1 +,-.p-�'��\\\\�\�\ a`� L H EX.) TP TOP OF PAVEMENT `\ \ / - `� `���I ,: (MATCFf EX.) \ \_ T c� © •156.81 TP tszs: LEGEND / \• _ (MATCH EX.) / l 157.13 TP O 156.81 TP \ \\At N Y ` t 757.31 SW EXISTING CONTOUR MINOR - - -102- - -- - IN.` / \ w Sit1 / 157.54 SW / / \_ \\�\\\\\\\\\\\\\\\\\ 156.46 TC/TP �� 156.39 TP• 156.77 TP EXISTING CONTOUR MAJOR MD r 53 _ A` 11\\\ti\\\\\\\\,',\ �� e� PROPOSED CONTOUR MINOR 702 i ' / \ ( 156.70 RIM i :f I 4 157.50 SW I, PROPOSED CONTOUR MAJOR 100 \ / / � 9 Q 0°/ 156.73 TC/TP - - - I ' / _156.71 TP 156.62�I' 157.27 SW I a-} _T• ` - 156.78 TP // 156.26 TC/TP w \. a :{ t: I -/ ® / \ 156.99 SW NCI .0 "cTS � - - r I C1 ,1• • -i: 156.65 TP / 6 5 Z I o �� _ c �/ -Q - .\ 156.43 1 1 I /A t� / i.\ I d - . 7 (MATCH EX.) \) I s / N. . ' : , r 155.94 TP \I I j ` ('m �4 - 1 . Wf' •. YrW �y ~I I - O RIM - -155 f ,L ,\ I �j "5'I r; w _ l �� mm 1 1V I 15462 RIM 7 • ! A } 1, R71\ ) O lv - ._. �n 156 '� 5 O �. 0_ O , �, / v ham �155.43 15 cti n 1 (MATCH EX.) 156.16 TP '' 158.63 NORTH o _ (MATCH EX.) � m 156.63 IC) U :Zq / 1 * 156.52 TP-‘ 156.58 TP (MATCH E%.) o (MATCH EX.) _ .T a ORAPIiC BCAL.E 157.00 TP „� ro m 157.00 TP r I✓ I -- � m (DI ) .5 1YtoN. t40 wt ORIG PROJ NAME: SHEET TITLE: SHEET: OF: GN'G 4'. •- 2 •4 DEN: DATE . _ o DSN: wcu: --- AA afghan a50c18k5,inc. PEOT sialzG �%ll.t ; THIS BAR IS ONE INCH DURHAM O&M DATE ;/ @ GleanWafer Services GRADING PLAN C2 a 0 /� e� N UK. CAD EREle WHEN DRAWING IS FULL ENGINEERING PARKING LOT& SCALE. Oar commitment it clear. 4875 SW �Dnve Suite 300 Beaverton,OR 19T005 PLC I EXPIRES: 6/3OJ2021 I d' APPD. SCALE: 5036203030te1.15036205539 tar I we,ameg.mm MAINTENANCE STORAGE cws On REV DATE URN APED DESCRIPTION 2550 SW Hillsboro Hwy. HIllsbOro,Oregon 97123.9379 Projed No.A19185.10 PRO(q: encssrAMP: - - l/4)* - ' 4>42,- Z \vC r �_ SHEET NOTES / �/ / /. _ \ ., 1. SEE SHEET CO.2 FOR GENERAL SHEET NOTES. if�/ tA,L'"'� l I /, 2. STRUCTURES HORIZONTAL LOCATIONS AND PIPE INVERTS /�7 e I I ���hl / • ARE BASED ON THE CENTER OF THE STRUCTURE. >•: 3 /-."'.�` 1 "• ` "" / 3. PIPE BEDDING AND BACKFlLL UTILITIES SHALL BE DONE • / /� / ZI /> .ti# ®dig __= m __- / PER DETAIL 1/C4.0. a 1�i■ i' 9` s/ 4. ALL STORM PIPING SHALL BE PVC 3034 OR APPROVED // /3• ,--,7 ' r• SD p SD .api. " / 1 I I , ` in h� EQUAL UNLESS NOTED OTHERWISE. �-r 1 \ 5. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT .M y • //f���/ ` ,'gs"'�+ i ;.,' .As �" "�^ ,,� i SNOW EVERY JOINT. BEND, FITTING, OR ACCESSORY / / i ' ,ti\\'' d \' _ ( --1 REQUIRED FOR CONSTRUCTION. r y+�ay.R�Aa's ta°+�ho�,hryh a, r oe \' + i i 4 `5 .f y'� ! T ' i 5 6. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH sv// //����/ / '9'G. ,.�, II I "L•`s c� UPC CHAPTER SEVEN, SECTION 707 AND SECTION 719. a,/� ��/ / ����Ni.N. \'�\\'(\ t 1i ti I , THIS PLAN MAY NOT SHOW ALL REQUIRED CLEAN OUTS. / t gip,. cs // 1-' / ) NP \ N ,�y:IV / dll \ i i - .n 7. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE r / �% LP/ / �l W n.. f ^ CONSTRUCTED OF MATERIALS APPROVED FOR INTERIOR //// - /// / s ` ,� / \ \ \\\ { I ©N f USE AS DESCRIBED IN THE CURRENT EDITION OF THE UPC. /cd: .4//.�T .�/// �� s �' / \ J 8. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE / /// _ \, r " T 8 I Afil / FLEXIBLE CONNECTION NO CLOSER THAN 12• AND NO ,q c/ / / f' i, \ n / FARTHER THAN 36• FROM THE MANHOLE. fe//y///// \ 1(", G VVVI\. /' LABEL LEGEND PPE LABELS , / _\1_,/,/-* - '` ' / UTILITY LENGTH / ` t • UnuTY SIZE 7/*, .t. / .i -_ i 1 ri—UTILITY TYPE / fIL AV / t —FIw xxLF — xx' xx / / s=X.xXR L \\\\\\\\. \�\\\\\\\\\\\\\\ // ,' .I. � SLOPE (WHERE APPLICABLE) / \ _ _ \ \ 1 / \k STRUCTURE LABELS \� ,1 ��` / • \ \• SD RD-01\ UTILITY TYPE (SD=STORM DRAINAGE) • / \\\\\ \\\\\\\\\\\\\\\\\ v`,� / SD vu \ \. SD BD-02 9 BELOW) / \ /// \ \ 6 LF - 4-SD '1ST t,5 STRUCTURE TYPE CALLOUT(SEE \" \\`'\\\\\\ \\\\ MIN. SLOPE 0.5% / �—ID NUMBER (WHERE APPLICABLE) \ / 6 LF 4"SD ... J RIM==X.%x t / / / ` —MIN. SLOPE 0.5% :0. -'U' IE IN=XX.X --STRUCTURE INFO (WHERE APPLICABLE) 15 LF 4'SDI, IE OUT=%X.X I' / �. __ MIN SLOPE 0.5% L } 2 37 LF - 6'SD\ STRUCTURE TYPES \ c I I �'• r�7�������������� / MIN. SLOPE O.SROF • W f '. •� u 50 CBIIOUT CATCH BASIN, PER DETAIL 2/C4.0 "�� \ .. T: II $if ©—m \I LEGEND �'; �- ,T F .{a4. STORM LINE ac 3 ,. — J •,I / EXISTING PIPE SIZE ,� 8 WATER LINE W W W— f r ' p _ /MATCH Q < O STORM NOTES o_ •'I I Ij ,- ( I En 'I 1 CONNECT TO EXITING STORM LATERAL - 7 = I. = ttI \ B / 2 DRAIN TO TIE IN TO EXISTING STORM LINE MATCH EXISTING I= a I 's7* I I SD CB-02 /r^ INVERT IF PIPE COVER IS LESS THAN 2' USE DUCTILE IRON o \ I, ^�. 4F I } O SD CB-01 RIM=154.80 W PIPE 4j m T _ _ RIM=154.82 / c, io s i �\., / ‘..,, _ — — -� ,� — / t3 CONTRACTOR TO FIELD FIT ROUTING OF STORM PIPE TO Lei i J \ INSURE ADEQUATE SPACING BETWEEN EXISTING UTUTES rn \ '• ` I t> _W— � `. w 1w ''W- -/- y4il`-w W w w - , �' H II I N- I _ ID LF- 12'S0—�• `, �55— _. l i WATER NOTES m IV i I - I{ •( �' I MIN. SLOPE 0.50% •,•••,-- -- I \ 7�f 1 CONTRACTOR TO EXTEND LATERAL LINE FOR CS TO rc \ \ _ _ _ ii ,•\ ®—�F�V+'. ; I, .. I ( I N. CONTINUE WATER FROM NORni SIDE OF STORE. �p;�.,i.�, r ce CO @ y / UM F 15 LF- 12'SD CONTRACTOR TOE COORDINATEATWITH 6 KRAMER, CWS 'O fi �. I Ir-- ••\ r LANDSCAPE SUPERVISOR AT 503-547-6066. / i , -- I \ ` MIN. SLOPE O.SOS ( / o + 1\ham ,t ti\ N, ,j C .-_� �E (@�1 2 INSTALL NEW 4' SCH40 IRRIGATION SLEEVE WITH SCH 40 ,. eL3 _NO.... 5 156 i1 Y PIPE INSIDE. EXTEND 2' PIPE 1' ON BOTH ENDS . \ ` ---- -- \v �, �' W OF THE SLEEVE. TAPE AND MARK BOTH ENDS WITH 2X4. :� O L - 1 I _. _ _ — PIPE AND SLEEVE TO BE ALIGNED TO MATCH EXISTING y i , so SO i IRRIGATION VALVE. CONTRACTOR TO COORDINATE WITH �c3 SD !w. Sp N 5p / 1 Sp 50 S0 Oft 5➢ SD SD SP - 30 'iss--3Y m /.." '..'� h +n I O A `-� 50 503N547 IS R8086.AMER, CWS LANDSCAPE SUPERVISOR AT O / / 1 I I 3 INSTALL HYDRANT SALVAGE HYDRANT FROM SITE AT NEWNORTM N I - - 0 LOCATION 4 CONTRACTOR TO CONNECT TO EXISTING U �� \� • FIRE SERVICE, MATCH EXISTING PIPE SIZE o r_ AND MATERIAL QRAPIIC SCALE � . / too is m n 6' rn11 rn 1 I Yd1(N FEET) NO 1 •20 test v �`L DEN. DATE. PROD NAME'. SHEET TITLE. SHEET: OF: :MG CO AA I afppnn naaeiaua in. Ar / v h o USN: DWG a: THIS BAR IS ONE INCH DURHAM O&M PSOT Bi412o r .07,�\ OHH: DFILE„: WHEN DRAWING Is FULL Q�W r 1CCS ENGINEERING UTILITY PLAN DATE: •O 9j • ' NrP" o QIL commitment is clue. PARKING LOT& PLGY SCALE. 4875 SWOn9ltI DOVE I Suite I Beaverton.OR 197995 MAINTENANCE STORAGE Ib(PWE� 6/30/2021 I a APPD: SCALE: - 503.420.3030 M.1503.820.5538 fax I wxw.aaierg.cam Cw5 28 REV4 DATE DEN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pmlatt Na.A19185.10 PR0.1k EhGR STAMP: RESURFACING MATCH q INSTALL 3/4" x 18" PAVED I UNPAVED EXISTING PAVEMENT . SECTION AREAS AREAS AC SURFACE COURSE: EXISTING AC SAWCUT I DETECTABLE X OF X" DENSE GRADED PAVEMENT LINE WARNING TAPE LEVEL % HMAC II J/� a1.;x •e/ /\�/,\/\� a — 0 III-1 _ I mo_ Jill_ s" T2 U z n. ¢i 4¢ \ ^j0f% ` F� COMPA4 3CTED X" OF BASE \ I I 5F 4W<i "ae;. °.•:._// � /\` ao a SUBGRADE COURSE a Y \ \ rn<n 9. rc m W xnz / / ,/ •!eY\�\�'��\\ / / 1 / SLOT. TYP. w I q .. • :':a °•: * `' O ASPHALT PAVEMENT SECTION TRACER WIRE w /] ii II FUG 12- c. °e.e°°. h'�.ie : i Y 0 A SCALE: NTS U yZY U W 0 °� 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S •-gym N®� ! / 2 z PRODUCTS APPROVED BY ENGINEER. D/2 '.,t. PRECAST CONCRETE WHEEL STOP i SCALE: NTS os 1 5" g= O m / " ( R=3� BACKFILL TO _ - _ °E,(� TOP OF CURB To _ukVr•e ° aa•^•°• ^_ •°•° \ SEE PLAN /�I 1C�n— —I 1- r PAVEMENT 1 I ICI I I_ /E P 6" D 6" E (— 2% / 40 MINE THICKNESS TE K MIN. MIN. ` OTYPICAL PIPE BEDDING AND BACKFILL 'j SCALE: NTS q� a ° _ " o I •�`` 11 I a• I1_1 .all " SUBBASE all —III—�L a� 9"� 4' OF SUBBASE 3COURSE COURSE NOTES; NOTES. 1. CURB EXPOSURE 'E' = 6-, TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING, AT POINTS OF HEAVY DUTY 28" MIN 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS NOTED OTHERWISE. SQ. TRAFFIC GRATE. RIM=PER PLAN CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY 2. CONCRETE SHALL BE 3000 P.S.I AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF PAVEMENT AND AT ENDS OF EACH DRIVEWAY. 1-1/2" TO 3". 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2%UNLESS 3. PANELS SHALL BE 5 FEET LONG. s`,; ."L.MIN111.11111111n OTHERWISE SHOWN OR AS DIRECTED. IIIIRI RNL= 11111IIIUI 111R 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS 4. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, �I 7I _ _ 12" UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 1 —IIIIIIEUIlII MIN. APPROVED BY THE ENGINEER. FEET. �= 11=�1{ 0 II�I[�'E111IIIr 4 CONCRETE CURB — STANDARD 5. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS \�,,,���=,,, —fill I' O SCALE: NTS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A p'�1 rd-� TRAP D '.N.#t MINIMUM 1/2" RADIUS. \` =1111 HINGED LID -, m_n, PIPE SIZE 6. SIDEWALK SHALL HAVE A MINIMUM NOTEDTHICKNESS OF 6 INCHES IF MOUNTABLE 3IIIIIIIo 6- II�IIIIII A PER PLAN SMOOTH GROUT CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. ' s@`--1mULL._11 �' E1011M-Ir% \ RADIUS TOP OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. =7N—III 24 illl l \ *AO p IU IE PER 3" WIDE BAND OF WHITE 7. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK of SIDEWALK WITH \IIIII_III MIN. PIIIhII PLAN REFLECTIVE TAPE 3" DIA. PVC PIPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED OVER 3 ,"1111111 I Nl mn� NOTE 2 PIPE. 24 E-IIYi 1 \ 1 STD. 6- DIA. SCHED. O CONCRETE SIDEWALK oi 40 MIMS ] SQUARE III 36" (PAINTED YELLOW) FEGALVANIZED VSIEEL SCALE: NTS w Ti"MIME MOO"'— ENGINEERED FILL WITH_ __...— 3`K s FINISHED D GRADE CONCRETE v/ FAII�I Ii --MI—I II I IIIIIPO �� ���la��Itvv� NI HE co _,I —A� —l 1 i 1--11—I m SECTION 1��ul.. NOTES' II--111 30 a 11�TI=1' . 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH I MIN ° 11l_=1 I F' y CONTRACTORS COMPACTION EQUIPMENT. ......1I IL N 3300 PSI 0 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL _ CONCRETE 55 ea U BASINS OR APPROVED EQUAL. 6. ». ,• OTRAPPED CATCH BASIN �1g•@ MINI--U SCALE: NTS u IT SECTION E O PPE BOLLARD (6' DIA) o SCALE: NTS 0 U 0 ui on m 5 a� 0 p PRpT �yt DRN: ORIO ^ PftOJ NAME'. SHEET TrtLE: SHEET: OF. DWG]'. NI HATE'. ^ �I/ o DEN DWG C� /"�/"�I a(ghanassaciatea,inc. P m. 9l4/2O '`�' �s THIS BAR IS ONE INCH ©ean r Service.S DURHAM O&M DETAILS °A E C4 . 0 9jc N�'P` WHEN DRAWING IS FULL ENGINEERING PARKING LOT& Our commitment ir Neer. Pica: N SCALE. 4975 SW GM0IM1 Dive I Suite 3001 Oe nan.OR I 97005 I EXPIRES 8/30/2021 J m APPD: SCALE: REV* GATE DRN APPp DESCRIPTION 2550SW Hillsboro Hwy. Hlllsbno,Oregon 9]12393]9 503.E20.3030191.1503.M 5539 fax l Murvi.ameng.com MAINTENANCE STORAGE CWS Protect No.A19185_10 PROD a: ENCH STAMP: m NEW CANOPY OVER LOADING DOCK AREA / 1/ / IT—_ __ __ _,_ I ,,- ..," \ • ,,'- '-\ \\,_ ,,,- �� I, NEW MAINTENANCE / �. - i STORAGE AREA 133 '- __a6. L J "%----4 (E)STORAGE TO BE / / _- - -- / 6 (DEMOLITIONSHEN �' / � r// BY OWNER) 1 THIS AREA TO BE REPAVED. INSTALL NEW SURFACE- / STRIPING PER CIVIL. MOUNT DOCK LEVELER: / SEE SHEETE2.1 p O / % 32 17 NEW BUILDING 0 / ---"::-;: ' ' -' '- ----r•----,--...0 ."-;- --- 7,- i 00„.„(e..../„.,,, A1 I 9 9� j! ,,,, �i SEE CIVIL DRAWINGS FOR ' WORK IN EAST PARKING. -'1:::: 0 U SEE ELECTRICAL DRAWINGS .� ,� - FOR SITE LIGHTING. o Ol 17. o a x , of -_ -- _ is i. � ;% frf 4 c. 2 WEST PARKING ®ON 1 EAST PARKING .15 m c o U 'S m .o O. 0m N mI -P. �l�f�' So, j dURN: DFTE. PROJ NAME: SHEET TITLE. SHEET: OF. DWG F. �y .nen 0.FLYNN�L�j 0. R y N DSN: DWG THIS BAR IS ONE RESOLVE DURHAM O&M ARCHITECTURAL M.L. IrrAw- 914120 �1 n ',��"n WHEN DRAWING INCH FULL G9eanWaber Services S r We'FS GMM G)UFILEN' Ooreommitmmliacleav ARCHITECTURE * PLANNING PARKING LOT& SITE PLAN PLC It �,, p.,.� n SCALE. MAINTENANCE STORAGE cws if a) �PD SCALE: REVR DATE OM AFRO I DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROJ a: ENGR STAMP: DEMOLITION NOTES: ABBREVIATIONS A THE EXISTING CONDITIONS SHOWN WERE TAKEN FROM AVAILABLE RECORD INFORMATION. 1§ AT MAD MAGNETIC SYMBOLS LEGEND-WIRING DEVICES SYMBOLS LEGEND-GENERAL FIELD VERIFY ALL CONDITIONS THAT MAY AFFECT CONSTRUCTION.IF ANY DISCREPANCIES AC AIR CONDTTIONING(ER) MAN MANUAL SYMBOL DESCRIPTION SYMBOL DESCRIPTION ARE DISCOVERED.NOTIFY THE ENGINEER IN WRITING AND REQUEST DIRECTION PRIOR TO A(AMP) AMPERE MAT MATERIAL COMMENCING WORK. AC ABOVE COUNTER,ALTERNATING CURRENT MAX MAYJMUM $ SINGLE-POLE WALL SWITCH MOUNT SWITCHES ATd6'AFF.TOOL,EON. ADJ ADJUSTABLE MCA MINIMUM CIRCUIT BRAKERCITY > DRAWING CONSTRUCTION CRAG')NOTE B. EXISTING ELIGHT FIXTURES SHALL BE CAREFULLY REMOVED(00 NOT DAMAGE)AND ADJTFFADJACENT MEC MAIN CIRCUITBREAKER $ WALL SWITCH-SUBSCRIPT RETURNED TO THE OWNER. AFF ABOVE IITY IRVI FLOOR MESH MECHANICALE 'T%% 2=2.POLE LV=LOW-VOLTAGE !� AiLLIC AMPEREIINERRPTING NG CAPACITY MGG MOTORGE 3=}WAY OS=OCCUPANCY SENSOR TYPE lf y) REVISION CLOUD(ENCRCLES DRAWING CHANGES MADE SINCE THE C. ANY AND NALL NGEQUIPMENT HAVING ELECTRICAL CONNECTIONS THAT REQUIRE AIC AMPERE INTERRUPTING CAPACITY MG MOTOR GENERATOR d-d WAY OP=OCCUPANCVNHOTORECTRICTYPE 1...:--) PREVIOUS RELEASE) INCLUDED AS RECONNECTING AS A RESULT OF CONSTRUCTION SHALL BE ALT ALTERNATE MH METAL HALIDE I MANHOLE K=KEYED WP=WEATHERPROOF CCG......��....JJJ INCLUDED AS A PART OF THIS CONTRACT. ANN ANNUNCIATOR MIN MINIMUM ARCH ARCHITECT(ARCHITECTURAL MSC MISCELLANEOUS LOWER CASE LETTER INDICATES SWITCHING GROUP A REVISION REFERENCE D. THE EXISTING ELECTRICAL DEVICES CONDUIT,AND/OR EQUIPMENT THAT FOR ANY REASON ATS AUTOMATIC TRANSFER SWITCH MLO MAIN LUG ONLY MOUNT SWITCHES AT+48'AFF.TO O.UON.ANY COMBINATION OF SWITCH OBSTRUCTS CONSTRUCTION SHALL BE RELOCATED UNLESS OTHERWISE NOTED.LOCATION AUTO AUTOMATIC MOOP MAXIMUM OVERCURRENT PROTECTION TYPES CAN BE USED(IE.3K=&WAY KEYED SWITCH) .//f/ EXISTING TO BE REMOVED HATCH) IS TO BE AS CLOSE AS POSSIBLE TO THE ORIGINAL LOCATION. AUX AUXILIARY MS MAGNETIC STARTER AWG AMERICAN WIRE GAUGE MTD MOUNTED DUPLEXIDOUBLE DUPLEX RECEPTACLES HEAVY LINEWEIGHT INDICATES NEW WORK E. ALL CIRCUITS.CONDUIT AND WIRE THAT ARE NOT TO REMAIN IN SERVICE SHALL BE REMOVES RIG MOUNTING gc ow NEMA 5-20R.4136 AFF UON BACK TO THE FIRST ACCESSIBLE JUNCTION BOX WHERE IT SHALL BE TIED OFF AND LABELED EKED ACKBOARD MIR MOTOR LIGHT LINEWEIGHT INDICATES EXISTING INFORMATION AS SPARE WITH CIRCUIT NUMBER INDICATED. BKR BEAKER Gios ea BLDG UIIDING N NORTH,NEUTRALNEMA 5-20R WI GROUND FAULT CIRCUIT INTERRUPTER,+18'APE UON F. REMOVE ALL ABANDONED WIRE AND CABLING. NIA NOT APPLICABLE XX Xk DETAIL REFERENCE C ONDUR NC NORMALLY CLOSED DETAIL IDENTIFICATION NUMBER CAP APACITY NEC NATIONAL ELECTRICAL CODE GENERAL NOTES: CB IRCUIT BREAKER NEMA NATIONAL ELECTRICMANUFACIURERS SYMBOLS LEGEND-POWER SHEET WHERE DETAIL IS DRAWN CKT IRCUIT ASSOCIATION SYMBOL DESCRIPTION CLG RILING NESC NATIONAL ELECTRICAL SAFETY CODE 1. SYMBOLS LEGENDS ARE PROVIDED FOR REFERENCE PURPOSES ONLY.THE SYMBOLS CLR LEAK NEST NEUTRAL 6 208YII20V,30,4W PANELBOARD VP REFERENCE REPRESENT THE TYPE OF DEVICES THAT MAY BE REQUIRED IN THE WORK;QUANTITIES AND COL OLUMN NFPA NATIONAL FIRE PROTECTION ASSOCIATION LOCATIONS ARE AS SHOWN ON THE PLAN SHEETS. COM OMMUNICATION NIC NOT IN CONTRACT /�� ELEVATION IDENTIFICATION NUMBER CPS YCLES PER SECOND NO NORMALLY OPEN O. MOTOR SHEET WHERE ELEVATION IS DRAWN 2. PROVIDE 314'CONDUIT&N12 CONDUCTORS UNLESS NOTED OTHERWISE.PROVIDE ONE CT URRENT TRANSFORMER NTS NOT TO SCALE NEUTRAL CONDUCTOR FOR EACH UNGROUNDED CONDUCTOR OF SINGLE PHASE CR ONTROL LINE-NEUTRAL BRANCH CIRCUITS.DO NOT SHARE NEUTRAL CONDUCTORS. CU COPPER CC ON CENTER Q DISCONNECT ...„..irtikSECTION REFERENCE 3. EACH FEEDER AND BRANCH CIRCUIT CONDUIT SHALL HAVE AN EQUIPMENTOFCI OWNER FURNISHED CONTRACTOR INSTALLED DC DIRECTCURRENT OF01 OWNER FURNISHED OWNER INSTALLED SECTION IDEA-IL!CATION NUMBER GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NFPA]6,ARTICLE 2W. 15CSW DISCONNECT SWITCH OL OVERLOAD SYMBOLS LEGEND-LIGHTING SHEET WHERE SECTION IS D AWN 4. ALL ELECTRICAL EQUIPMENT IN PORTIONS OF THE BUILDING NOT BEING REMODELED SHALL BE ED ISO DISCONNECT OS OPTIONAL STANDBY N ' LEFT IN WORKING CONDITION,RESTORE ANY CIRCUITS INTERRUPTED. N DOWN SYMBOL DESCRIPTION WG DRAWING P PRIMARY NORTH REFERENCE PA PUBLIC ADDRESS S. ALL NEW OCHE FIXTURES AND RXRIRES IN AREAS ADJACENT DEMOLITION&CONSTRUCTION L---o--1 STRIP LUMINAIRE AREAS ARE TO BE THOROUGHLY CLEANED IMMEDIATELY PRIOR TO NOTICE OF SUBSTANTIAL EXIST,EAST PAR PARALLEL OH ELECTRIC DUCT HEATER PR PULL BOX IL----II...�..II----II COMPLETION. F EXHAUST FAN PE PHOTO ELECTRIC L_T"TJ POLE-MOUNTED LUMINAIRE NUMBER OF LUMINAIRES AS SHOWN ON PLANS 6. THE FOLLOWING IS PART OF THIS PROJECT AND ALL COSTS PERTAINING THERETO SHALL BE GC EQUIPMENT GROUNDING CONDUCTOR PF POWER FACTOR INCLUDED IN THE BASE BID L ELEVATION PH PHASE tel ILLUMINATED EXIT SIGN-SINGLE FACE ARROW INDICATES DIRECTION OF SYMBOLS LEGEND-GENERAL LEC ELECTRIC(AL) PIV POST INDICATOR VALVE EGRESS,UNIVERSAL MOUNT A. NEW ELECTRICAL EQUIPMENT AND APPARATUS SHALL BE COORDINATED AND CONNECTED LEV ELEVATOR EWL PANEL el ILLUMINATED EXIT SIGN-DOUBLE FACE ARROW INDICATES DIRECTION OF SYMBOL DESCRIPTION INTO THE EXISTING SYSTEM AS REQUIRED. M EMERGENCY POC POINT OF CONNECTION EGRESS,UNIVERSAL MOUNT MT ELECTRICAL METALLIC TUBING PWR POWER MINIMUM 314'CONDUIT CONCEALED IN CEILING SPACE OR IN WALL MINIMUM B. POWER WIRING AND CABLE INSTALLATIONS SHALL BE CONCEALED ABOVE ACCESSIBLE NCL ENCLOSURE 3.14"WITH 412 AWG CONDUCTORS WITH DEDICATED NEUTRAL EACH CIRCUIT, CEILINGS AND IN WALLS.EXPOSED WIRING SHALL BE INSTALLED IN APPROVED SURFACE NTR ENTRANCE OTY QUANTITY UNLESS OTHERWISE NOTED ON PLAN.PROVIDE EQUIPMENT GROUNDING METAL RACEWAY WHERE INDICATED. P EXPLOSION PROOF CONDUCTORS SIZED FEE NFPA 70. PO EMERGENCY POWER OFF R(R) RELOCATE(DI C. WHERE EXISTING CONDUITS ARE INDICATED FOR REUSE,FIELD VERIFY INTEGRITY OF QUIPIEQP EQUIPMENT RAD RADIUS I\ FLEXIBLEMETAL CONDUIT REUSED RACEWAYS PRIOR TO INSTALLATION OF CONDUCTORS.PROVIDE NEW RACEWAYS WC ELECTRIC WATER COOLER RECPT RECEPTACLE " WHERE EXISTING ARE UNUSABLE. WH ELECTRIC WATER HEATER REF REFRIGERATOR -———- CONDUIT-CONCEALED IN OR UNDER FLOOR %H EXHAUST RLA RATED LOAD AMPS D. LOCATIONS OF ALL WALL MOUNTED DEVICES SUCH AS SWITCHES,RECEPTACLE,AND XT EXTERIOR RPM REVOLUTIONS PER MINUTE —1W— CONDUIT.ROUTED UNDERGROUND OUTLETS ARE SHOWN DIAGRAMMATICALLY.VISIT THE SITE TO CONFIRM EXACT DEVICE XIST EXISTING LOCATIONS AND COORDINATE INSTALLATIONS WITH FIXED CASEWORK,DOORS AND RELITES. S SOUTH '1 H— BREAK LINE FAHRENHER,USE SC SECURITY _ E. PROVIDE PENETRATIONS THROUGH WALLS,FLOORS,AND CEILINGS AS REQUIRED.PROVIDE A FIRE ALARM SCCR SHORT CIRCUIT CURRENT RATING A\5�`BRAIKH CIRCUIT MEMBERSSUITABLE FIRE RATED MATERIALS AND SEAL ALL CEILING,FLOOR,AND WALL PENETRATIONS AA FIRE ALARM ANNUNCIATOR SD SMOKE DETECTOR TO MATCH FIRE RATING OF SURFACES PENETRATED. ACP FIRE ALARM CONTROL PANEL SECT SECTION C FOCTCANDLE SF SUPPLY FAN PANEL DESIGNATION CU FAN COIL UNIT SAT SHEET HOME RUN TO SOURCE OF SUPPLY m D FIRE DAMPER SPD SURGE PROTECTIVE DEVICE a DR FEEDER SPEC SPECIFICATION LIGHTING AND RECEPTACLE NOTES: ILL FIXTURE SPL SPECIAL E PULLED%-SIZE AS INDICATED OR AS REQUIRED BY CODE O LA FULL LOAD AMPS SQ SQUAREILI ❑ .3 ON 1. LIGHTING SYSTEMS SHALL BE PROVIDED WITH CONTROLS AS ZED ON THE LIGHTING PLANS. SD FIRESMOKE DAMPER STOR STORAGE HH HANDHOLE m SWITCHING AND DIMING ZONES ARE INDICATED ADJACENT TO EACH FIXTURE. SW SWITCH W EN GENERATOR SWBD SWITCHBOARD (9 2. MANUAL CONTROLS SHALL ALLOW OCCUPANTS TO UNIFORMLY REDUCE ILLUMINATION LEVELS Fl GROUND FAULT CIRCUIT INTERRUPTER GYM SYMMETRICAL AT LEAST SA.EXCEPTION:CORRIDORS,RESTROOMS,LOBBIES MECHANICAL.ELECTRICAL,AND FR GROUND FAULT RELAY SYS SYSTEM O INFORMATION TECHNOLOGY(IDF)ROOMS CONTROLLED BY OCCUPANCY SENSORS. p HEIGHT T THERMOSTAT US 3. EACH AREA THAT IS REQUIRED TO HAVE A MANUAL CONTROL SHALL ALSO HAVE AUTOMATIC ID HIGH INTENSITY DISCHARGE TB TERMINAL BOX co TIME SWATCH CONTROL.PROVIDE TIMED OVERRIDE SWITCHES THAT WILL SERVE A MAXIMUM OA HAND OFF AUTOMATIC TO TIME CLOCK AREA OF 2500 GP.IN LOCATIONS SHOWN ON PLANS. OR HORIZONTAL TEL TELEPHONE N P HORSEPOWER TV TELEVISION EXCEPTIONS: R HOUR TAP TYPICAL 2 A. EMERGENCY EGRESS LIGHTING CONTROLLED BY OCCUPANCY SENSORS. HT HEIGHT Q B. LIGHTING IN SPACES CONTROLLED BY OCCUPANCY SENSORS. NW HOT WATER UFC UNIFORM FIRE CODE E HZ HERTZ UG UNDERGROUND 4. LUMINARIES PROVIDING MEANS OF EGRESS ILLUMINATION AND HAVING BOTH NORMAL AND HZ UNIT HEATER r EMERGENCY POWER SOURCES SHALL BE CONTROLLED BY A COMBINATION OF U.L.924 LISTED IBC INTERNATIONAL BUILDING CODE EL UNDERWRITERS LABORATORIES TI EMERGENCY RELAYS AND OCCUPANCY SENSORS THAT ENABLES THE LIGHTING TO BE SHUT OFF IC INTERCOM UON UNLESS OTHERWISE NOTED O WHEN THE AREAS SERVED ARE UNOCCUPIED AND AUTOMATICALLY ILLUMINATES IN THE EVENT NEB ILLUMINATING UV UNIT VENTILATOR o OF NORMAL POWER SOURCE FAILURE. IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC o a,, ENGINEERS V VOLT ------ - - 5. THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SIN GLLE SWITCH OR IG ISOLATED GROUND TOY VARIABLE AIR VOLUME ' DRAWING INDEX MS AUTOMATIC CONTROL SMALL NOT EXCEED THAT WHICH IS PROVIDED BYA26 AMPERE CIRCUIT IMC INTERMEDIATE METAL CONDUIT TEL VELOCITY IDID LOADED TO NOT MORE THAN 80 PERCENT, IN INCH VM VOLTMETER NUMBER DESCRIPTION c 6, PROVIDE FUNCTIONAL TESTING OF AUTOMATIC LIGHTING CONTROLS.SUBMIT WRITTEN JB JUNCTION BOX VOL VOLUME E0.0 GENERAL NOTES,LEGEND,&DRAWING INDEX Ali®{ et�] PROCEDURES FOR FUNCTIONAL TESTING OF ALL AUTOMATIC CONTROLS WITH DESCRIPTION OF W WAIT,WEST E0.3 ELECTRICAL SCHEDULES AND DETAILS ( ry^/..�E `_ O THE EXPECTED SYSTEM RESPONSE. KCML THOUSAND CIRCULAR MILLS WI WITH • Y/r ti .+Y, in_ EI.1 ELECTRICAL SITE DEMOLITgN r Z( �Vj KVA KILOVOLT AMPERES WH WITHOUT '�' KW KILOVOLT AMPERES REACTIVE WH WATT HOUR E R m Kw KILOWATT wHM wan HOUR METER E2.1 SITE POWER AND LIGHTING TT]. KwH KILOWATT HOUR SAP WEATHERPROOF ES.7 SREPHOTOMETRICS thisp ,..ri. 0, E4.1 ELECTRICAL PARTIAL PLANS S ONE-LINE DIAGRAMS HI LBS POUNDS % REACTANCE e m E5.1 ELECTRICAL PANEL SCHEDULES //�)/ LF LINEARROT(FEET) )(FAIR TRANSFORMER '/ • LRA LOCKED ROTORRAMPS %MTR TRANSMITTER /t co LS LIFE SAFETY o LT LIGHT Z IMPEDANCE in LTG LIGHTING N m LV LOW VOLTAGE I. AND .�/ I.E.: THAT IS %� QURN. ORIG E/-1�A N sr DATE NAME: SHEET TITLE: SHEET, OF. Lo O DON: DWGk GROUP GENERAL NOTES, PLAT THIS BAR IS ONE INCH '/�INL1A�F^�y�y]���/�� l�pC III Sw Fifth Ave.,Ste 2120 DURHAM O&M DATE: 09/02120 E� eO 0Om CAD FILE a: WHEN DRAWING IS FULL - 003120 JPF KA PERMIT SET AA"�`"-^te �^R PONSnd.Oregon4llw PARKING LOT& LEGEND, & DRAWING o Our commitment is ohm. INDEX PLCK a SCALE. . 2I17158 JPF KA SS%CD Tel 503.416.24W Fe. 565416.266E MAINTENANCE STORAGE CWS 0) AFDC): SCALE REVS DATE DEN APPD DESCRIPTION 2550 SW HIIISboro FM'A'. HIlI6bOEC,Oregon 97123-93/9 skzmaeu1gam PR0.1K. ENGR STAMP; POLE WITH HANp1aE AT BOTTOM,SEE LIGHTING FIXTURE SCHEDULE. SMOOTH TOP OF BASE BOLTCOVERWITH FINISH \ GROUT EEN BAS ANDEASE TO MATCH POLE PLATE WITH NO-SHRI GROUT ` I1'CHAMFER AROUND L-BENT GALVANZED STEEL ANCHOR TOP OF BASE. ENW BOLTS FURNISHED WITH POLE. 24-ABOVE GRADE. I I.' ICI FINISHEDGRADE. JT III 1 I LLI I 1-1 BACKFILL AND TAMP IN ( I i I, 6'LAYERS AROUND BASE. I Ii I I �� I I i"= II'I, __ MIN.OF 6'CONCRETE 3'MIN AROUND ANCHOR BOLTS, 24"DIA. NOTE: POLE.ANCHOR BOLTS.AND FOUNDATION SHALL BE DESIGNED 8YA REGISTERED STRUCTURAL ENGINEER AND COORDINATED WITH THE LIGHTING FIXTURE TYPE AND CONFIGURATION BEING PROVIDED,TAK.ND INTO ACCOUNT MOUNTING HEIGHT,MAXIMUM PROJECTED AREA,MOUNTING ARM LENGTH CUATTTY OF FIXTURES AND TOO MPH SASIC OUST WIND VELOCITY,CONTRACTOR SHALL FURNISH FINAL POLE BASE DESIGN TO ARCHITECT WITH LIGHTING FIXTURE SUBMITTALS.POLE FOUNDATION IS MINIMUM REQUIREMENT,CONTRACTOR SHALL VERIFY SOIL CONDITIONS WHICH MAY AFFECT FOUNDATION SIZE. LIGHT POLE BASE DETAIL O SCALE:NTS 3 LUMINAIRE SCHEDULE 7iTYPE I MANUFACTURER SERIES DESCRIPTION n o A BEACON VIPER TYPE: IXISTING PONE MOUNTED AREA UGHT W BOL-136-5K7-55-UNV-A-DB LAMPS: LEA U N W DRIVER, ELECTRONIC FINISH. BLACK MOUNTING: 16'POLE O VOLTAGE: VW J WATTAGE: 136W UI CRI: 70 c ' DISTRIBUTION: SR-RECTANGULAR N a CDT: SOOOK 2 LUMEN OUTPUT: 15,158 LUMENS °''1 B HOLOPHANE EMW TYPE: HIGH PRESSURE HOSE DOWN O -0 EMW-LA&40000LM-FST-MD-MVOLT- LAMPS' lED GZ30-50(-£0CRI-05 DDRIVER. ELECTRONIC 89M91K8 MOUNTING: SURFACE N VOLTAGE: MVOLT 8 WATTAGE: 254W m CRI: 80 ao DISTRIBUTION: MEDIUM a CCT: 5003K -o LUMEN OUTPUT: 41,002 LUMENS v C FINELIGHT HP-4 TYPE: UNEAR o HP-4SML4'-V-8.40-F-120V-SC LAMPS: LED a DRIVER: ELECTRONIC N U FINISH: WHITE C1 .o MOUNTING: SURFACE a VOLTAGE: 120V A' WATTAGE: 37W w CRI: r� �j BD y WMENODI eefCe oni Not part of this permit DRN. °RIG S A A N PROJ NAME, SHEET TITLE, SHEET: OF', DWG B. N DATE: ul GROUP ELECTRICAL G DBN'. DWG#'. DATE: 09/02/20 THIS BAR IS ONE INCH nl sw Filth Ave.,Ste 2120 DURHAM O&M a _ PERMrtsET G�ednW36eC\�`$�Iy1C�$ Portland Oregon SCHEDULES AND N WHEN DRAWING IS FULL 4I03120 RR KA PARKING LOT& E O # 3 CHK. CA°FILE#. PLC P. o Our commitment u alert. 503(�}VV SCALE. • zrnlzo dPF KA Ge°k G° IlliTel 5034162087 DETAILS - -�" APPD. SCALE: REV DATE DEN APPD DESCRIPTION 2550 SW Hillsboro HWy. Hillsboro.Oregon 97123-9379 400 s�N#.S'd16 z°a7 MAINTENANCE STORAGE w PROJ 4. I rv°a eras P. SHEET NOTES 01 SCHEDULE WORK IN EXISTING AREA WITH THE OWNER MINIMIZE A. WHERE ELECTRICAL CIRCUITS,FEEDERS,OR WIRING RUNS SERVING DISRUPTION OF NORMAL OPERATIONS. OTHER AREAS ARE SERVED FROM THE SPACE TO BE DEMOLISHED, RECONNECT THEM TO OTHER SOURCES AS REQUIRED TO MAINTAIN DS REMOVE WIRING DEVICES.FIXTURES,COMPONENTS,ELECTRICAL SERVICE TO THE EXISTING DEVICES. EQUIPMENT,AND BOXES NOT REQUIRED TO REMAIN IN SERVICE IN REMODELED AREAS WHEN THIS PROJECT IS COMPLETE,UNLESS D3 ALL CIRCUITS TO EXISTING ELECTRICAL DEVICES AND EQUIPMENT TO OTHERWISE NOTED. REMAIN IN WORK AREAS,SHALL BE MAINTAINED. a REMOVE WIRE,CONDUCE AND BOXES FOR SUCH DEVICES BACK TO Dd WHERE DRAWINGS INDICATE EXISTING ELECTRICAL EQUIPMENT OR SOURCE.WHERE A CIRCUIT IS INTERRUPTED BY SUCH REMOVAL OF DEVICES TO REMAIN IN SERVICE,BE RELOCATED,OR BE REUSED, A DEVICE OR FIXTURE FROM THAT CIRCUIT,INSTALL WIRE AND REFURBISH THEM.CLEAN SUCH ITEMS,AND NOTIFY ARCHITECT OF ANY CONDUIT AS REQUIRED TO RESTORE SERVICE TO THE REMAINING DEFECTS IN SUCH INSTALLATIONS.REPAIR ANY EXISTING DAMAGE.AND DEVICES AND FIXTURES ON THAT CIRCUIT. ANY DAMAGE CAUSED NV DEMOLITION OR CONSTRUCTION PERFORMED UNDER THIS CONTRACT. b. WHERE THIS WORK IS NOT POSSIBLE WITHOUT DISTURBING AREAS NOT BEING RENOVATED.CONSULT WITH THE ARCHITECT AND D5 BEFORE DEMOLITION.OFFER LIGHTING FIXTURES,WIRING DEVICES, OWNER BEFORE PERFORMING THE WORK PAIIELBOARDS,AND EQUIPMENT TO BE REMOVED TO THE OWNER.IF OWNER CHOOSES TO RETAIN THESE ITEMS,REMOVE THEM CAREFULLY c. WHERE ELECTRICAL CIRCUITS,FEEDERS,OR WIRING RUNS TO PREVENT DAMAGE AND TURN THEM OVER AS DIRECTED.REMOVE THROUGH A SPACE TO BE DEMOLISHED,MAINTAIN THEM.REPAIR ITEMS REJECTED BY THE OWNER FROM THE PROJECT SITE,AND ANY DAMAGE CAUSED BY DEMOLITION OR CONSTRUCTION DISPOSE OF THEM N A LEGAL MANNER. PERFORMED UNDER THIS CONTRACT. I FLAG NOTES `I • >-EXISTING POLE MOUNTED LIGHT FIXTURE TO BE RELOCATED.SEE E2.1 FOR NEW LOCATION. I- 2>e RECEPTACLE AND JUNCTION BOX TO REMAIN. -------- ------- ----. 'V' - II; LIGHTING TIMECLOCKTO BE RELOCATED.SEE E2.1 FOR NEW LOCATION. i;- DEMOLITION OF PEDESTAL MOUNTED RECEPTACLES AND LIGHTING IN COVERED I - / - STORAGE IS BY OTHERS.NOT IN SCOPE. s r POLE MOUNTED LIGHT FIXTURES SHOWN FOR REFERENCE ONLY.NO WORK TO BE I .I DONE.(91.1.C.1 s I • o ,I - — I PP13014-2 % Imo_ _a � I ;9 8 /� PP13022-1 PP13022 �_: -V - 5 PPI30223 il Il.__. __.__......_� LH,B.79 LH1879 II I1 > e(/ > W(/ > > > rKi w f 4 II `_ - I C� Q PI -J tT 10 a Q E ta 3 L] o \, rno 1 I, 'I, PP13022-11 PP13022-15 10 c L— , II a cn N in OSITE DEMOLITION PLAN OENLARGED DEMOLITION PLAN scA er4Bw (1D N 2 SCALE: < Reference on� N IM 03 Not part of this permit Q o„„_ ORIG 11 Z 1�1 PROJ NAME: THEFT TITLE SHEET'. OF: ..DWG R. N DATE /—� A I tl o DON. DWG a. GROUP PLOT 09/02/20 THIS BAR IS ONE INCH �t����i� ��`��� ,,,RW FAIN Ave.,se 2120 DURHAM O&M ELECTRICAL SITE DATE C a n ONE; CAD WHEN DRAWING IS FULL - 51012D JPF KA PERMIT VlCdI1YY3�I •7ClVll�i Pplaaa,Oregoawz0 PARKING LOT& DEMOLITION C o Our commitment is clear. PLC a: EN SCALE. - 2m00 JPE KA Sox CD fb Tel 503.416.24CD Fax 503.416.2082 MAINTENANCE STORAGE mAPPO'. SCALE REV DATE oRN MVO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 9712&9378 aum PIES tan, PROJ a: ENGR STAMP: SHEET NOTES 1. VISIT THE SITE BEFORE SUBMITTING A BID TO OBSERVE EXISTING CONDITIONS. 2 CONTRACTOR TO PROTECT EXISTING CONDUITS AND REPLACE IF DAMAGED. 3. CONTRACTOR SHALL USE CIRCUITS MADE SPARE DUE TO DEMOLITION. FLAG NOTES 1 NEW LOCATION FOR RELOCATED POLE MOUNTED LIGHT FIXTURE.EXTEND EXISTING CONDUIT AND BRANCH CIRCUIT LH1B-1,9 AND CONNECT TO NEW LOCATION SHOWN. - 12>POLE MOUNTED LIGHT FIXTURES SHOWN FOR REFERENCE ONLY.NO WORK TO BE I.C.) a a ' NEW LOCATION _I 1 _ LIGHTING 30 -2..RELOCATED LIf,HTINf,TIMELLOfX.CONNECT TO EXISTING C 1 >.DOCK LEVELER.LOCATE DISCONNECT INSIDE OF ROLL UP DOOR.CIRCUIT TO I I 1 I NEARBY POWER.COORDINATE WITH CLEAN WATER SERVICES.MOTOR IS TO BE I', , 120V,lHP,CONNECT TO NEW CIRCUN SHOWN, - r CONNECT NEW LIGHT FIXTURES TO LOCAL BRANCH LIGHTING CIRCUIT AS SHOWN. U. I� - NOTIFY ENGINEER IF LOAD EXCEEDS 00%0F BRANCH OVER CURRENT PROTECTION. /J 6 L -� ='�' SURFACE MOUNT RECEPTACLE TO WALL AT•4T A.F.F. NV _—_fi d 41. Elk I/-- II 22-1-_�_ P013S 22-3 . 'I IPP13014.2 0 d I. e B II l ■ L---- ---� ,© • • 13010.32 I i 1 1 LMt T9 LHiB)9 III I I ! V 3 1CD w ___-.._. s 6 B N B • w • c� 0 . m \\\\\\\\\\\\\\ PP13022d PP130224 III ..... III �I+ E co -I r 1 a I 11 LO LO Cri to SITE POWER AND LIGHTING PLAN OENLARGED POWER AND LIGHTING PLAN He �/.�t �N d 1 SCALE:T'=20'-0 ON 2 SCALE:tl4'=T-0' \j t V enc onry Not part of this permit G O WC N N N aORIG ___ S A Z A N PROJ NAME'. SHEET TITLE. SHEET. OF: DWG N. LO ORN'. °ATE- — N oss CMG 4 HIS BAR Is NG I INCH GROUP SITE POWER AND P`°T osravzo �NF III SW FMB Ave.,Me 2120 DURHAM O&M DATE. WHEN DRAWING IS FULL PERMIT SET -J1ednW3�Cr (.eS PoNand.Oregon 97204 PARKING LOT& LIGHTING N CHN. CAD FILE p: - 0/03Q0 JPF HA Om commitment is elem. PLC«. N SCALE. Rove CO •Tel 503.416.2400 9ATE JPF RA Fax 503.d16.208P MAINTENANCE STORAGE LWS 03 APED. SCALE: DESCRIPTION - 2550 SIN Hillsboro HWY. Mists:co,Oregon 97+23-9379 saLN a a9SlA'02 PROJk ENGR STAMP. m REV% DATE DEN APPO SHEET NOTES DRAWING IS PROVIDED FOR REFERENCE ONLY \ I 'I \a� , .:....... "'6 Se • ts to t.. t• 1.41.> 1. b• tv.t�32 'cs ,S .Ib Se. is T .3 V ,5 e<,', 30 , 5, 3, 5, •� i <.1=i tr.:5 t_.i S. 4.. „ . 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V.s 5, S.s 5.. 1. S.s V.s 5.• 5.s S, 3= is 5= 5, 5s V2 t, 1. 5 •. Sa . 52 3. S. 5. M --•-7 5 •.3 t.Ni 5.2 t 2 t. S.r 5 r 5-, 5 e S.z 5• 1., 52 1.4 5 s 1.1 S., 4.o 5. ,• s, ... I.: .. ,.. S, ,.. 1.3 1 1 1.4 11 ,.., 11 . tv 1.5 5. 5. 13 1. 3, ... . . ,., W _ ..-i.-`.•_.S.a 5.3.s 3.6 ^..s 3. 5.7 37 3., Si 3.= 5.. 5. Sa 3. 5. 3. 5, S.r 5, 1.. t. t3 56 t. t3 53 1.1 1.2 111, •2 t? •, 1. 1. to 1? S. t= 5. 11 s• 5, 5.7 5.e Ea 5.s 14 S. Ix 52 Nal 5, is 5, 3. 5, 5, 5+ 5, I. Ss 5= 5, 5, 5, 5. 5, 5,. 5, 3._ 51 5: S.a 3.- 51 3e t. 5.r `o 5e 3= 5s 3.5 Ss Ss Ss 5. 57 Se Se 5, 53 Sr 5, 5s 5.4 3, 5. 5, 5, 3 CD 5? 2 ^2 , V., S. 3. <3 5.s 52 V. 5., 54 S., S. S• 5.. ,., 5. 5, 5.•. 5, 5, 5, 5. 5., S., ..s S, .. S.. S.s S.. . 5.. 53 ..z 5 32 •.x S.s S. 5.. 3.: 33 , ;. 1 S. '.< S. 3 53 „ 2, , • ' ,.. 2 ? 5? 5 5s 5. `. S S, 3, 5? 5, 5., 5., 5. 5. N. •., V. 5.. 32 32 5.z Ss .s 5.. 5. 5. •. •., 5.z 3. .32 33 5.2 1., Sz 3., S., 3.2 3.s 1.s 5., S.s S.i S., S.s 3, 5.s 5., 5.. •.. 5 J ._:_- -5:. 5=.+ S s_^3. .,. _r 5., .. S.s 3. S., 5.2 5.1 3.2 5., 3, 5., 14 1.1 Ss 1., S.. 3.. 5., t. 5: 5. 5 Si3.s .i S.i 3., 5, 3, 5, S. 5, 5.. 5 �.., 5. 5. 3 So 5. 3.3 to .., 33 t3 50 /3 S.r 3 „., 5? 1, 5.0 5 '9 Of ‘,5., 3. 5, 5., 5., 5, 5, ,... 5, ... 5, 3.+. 5.r S., 5. 3+ t.+ S.o t.. j.. ,.- ,.s 11 5.. 3., 5.. 3.1 ^.I 51 5, 3.: So Sz So 5. 3.0 3o S.o S.o 5., 1. ..o j., ,.o y ✓ ' a I \"o - I - i Er N • O O O: E r0 O PI SITE PHOTOMETRICS eference onl SAE:,-2g EDN Jot part of this permi 1.1 m U O Cy CJ W 4•• ORN'. ORIG S A z A N N DATE: PROD NAME. SHEET TITLE: SHEET. OP OW3+#: N o usN. OwGa: � GROUP THIS BAR IS ONE INCH /y,��p��f�W pr 1��l�pC n1 sw Fifth Ave.,Ste MO DURHAM O&M oA°E 09/0220 o CHK. CAD FILE I. WHEN DRAWING IS FULL • 403/20 JPF KA PERMIT SET ^�'•`�`^"Our commitment is PoNand,Oregon97204 PARKING LOT& SITE PHOTOMETRICS N SCALE. - 2/1]Y[0 JPF KA mbGO • J �0418 DARE PLC# APPD SCA E: ®Fax `n5a zma MAINTENANCE STORAGE co REV a DATE ORS POPO DESCRIPTION 2550 SW Hillsboro HWy, Hillsboro,Oregon 9T123-9319 _ _. Lws prypl U. ENGR Sil.M": OFFICE COPY OFFICE COPY VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 CITY OF TIGARD, REVIEWED FOR CODE COMPLIANCE Approved: \IQ I OTC: [ Permit#:S J Tao )- n 9 Address: / G.�- $O cSv Al6T 74, Suite#: By: ! Date: c, . 1