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Plans DURHAM O&M BUILDING OFFICE COPY MAINTENANCE STORAGE AND PARKING LOT IMPROVEMENTS PROJECT TEAM PROJECT DESCRIPTION OWNER CIVIL THE PROJECT CONSISTS OF SEVERAL DESIGNATED IMPROVEMENTS TO THE BACK-OF-HOUSE CLEAN 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 16060 SW 85th AVE. BEAVERTON,OR 97005 A NEW OUTDOOR COVERED AREA IMMEDIATELY WEST OF THE NORTHERNMOST SHOP BAY. TIGARD,OR 97224 PH:503.620.3030 ARCHITECTURAL DETAILING WILL MATCH 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 RCI. CONTACT:DAN GARBELY PARKING SPACES AND MORE EFFICIENT MANEUVERING FOR DELIVERY TRUCKS. s a ..a STRUCTURAL ARCHITECTURAL I AT ANOTHER REAR DOCK AREA,A NEW CANOPY COVERING WILL BE CONSTRUCTED. THIS .I' 1 . . CANOPY WILL MATCH THE EXISTING CART CANOPIES CONSTRUCTED FOR THE PREVIOUS r AMODEO STRUCTURAL ENGINEERING RESOLVE ARCHITECTURE+PLANNING REMODEL BUT BE HIGH ENOUGH TO ALLOW FOR THE FULL-HEIGHT OPENING OF THE DOCK'S P.O.BOX 83343 3742 SE MILL ST. E PORTLAND,OR 97283 PORTLAND,OR 97214 OVERHEAD DOOR. jc COPH TACT: .9397RICK PHCO TACT:JOHN0 IN ADDITION TO THE RECONFIGURATION/REPAVING/RESTRIPING OF THE REAR(WEST) L , CONTACT:RICK AMODEO CONTACT: FLYNN i4 .,' PARKING,THE SCOPE OF CONSTRUCTION INCLUDES REPAVING/RESTRIPING OF THE FRONT „y * MECHANICAL/PLUMBING/ELECTRICAL (EAST)PARKINGAREA. •r SAZAN GROUP THE SCOPE OF CONSTRUCTION ALSO INCLUDES SEVERAL MISCELLANEOUS IMPROVEMENTS C/ 111 SW FIFTH AVE,SUITE 2120 AT VARIOUS LOCATIONS. REFER TO SHEET G.2 FOR A DESCRIPTION OF ALL SCOPE OF WORK PORTLAND,OR 97204 ITEMS. # +!' PH:503.416.2400 . f CONTACT:DANIEL TOUGER i. SHEET INDEX ABBREVIATIONS GENERAL ELECTRICAL AFF ABOVE FINISHED FLOOR GWB GYPSUM WALLBOARD -� APPROX. APPROXIMATE HGHT HEIGHT G.1 COVER E0.0 GENERAL NOTES,LEGEND,&DRAWING INDEX CLNG. CEILING LL LOT LINE G.2 PROJECT OVERVIEW E0.3 ELECTRICAL SCHEDULES AND DETAILS CLR CLEAR MAX. MAXIMUM E1.1 SITE DEMOLITION CO CARBON MONOXIDE MECH MECHANICAL E2.1 SITE POWER AND LIGHTING CONC. CONCRETE MIN. MINIMUM VICINITY PLAN CITY OF TIGARD CIVIL E3.1 SITE PHOTOMETRICS CONT CONTINUOUS N/S NORTH-SOUTH TAX LOT:2S113B000600 l Vf ��� NTS 112, E4.1 ELECTRICAL PARTIAL PLANS&ONE-LINE DBL DOUBLE O.C. ON CENTER SITE ADDRESS:16580,SW 85 ,AR.9IP?A CO.2 GENERAL NOTES DIAGRAMS DIA. DIAMETER OSB ORIENTED STRAND BOARD SITE ADDRESS: ^�,,� +� w, CO.3 EXISTING CONDITIONS E5.1 ELECTRICAL PANELS SCHEDULES DIM. DIMENSION PL PROPERTY LINE C 1titiont�ll Approved C0.4 DEMOLITION PLAN (E) EXISTING PLWD. PLYWOOD C1.0 HARDSCAPEPLAN EA. EACH PT PRESSURE TREATED For only the work as described in: m C1.1 SITE PLAN WEST PLUMBING E.N. EDGE NAIL REQ'D REQUIRED a C2.0 GRADING PLAN EQUIP EQUIPMENT REV REVISION PERMIT NO. Pc" A0.01- GOD S°'1 ED C3.0 UTILITY PLAN P2.1 PLUMBING FLOOR PLAN p C4.0 DETAILS EQUIV. T.C. OFEQUIVALENT SQUAREFEET See Letter to: Follow E I EAN EAST-WEST T. TOP OF UI FIN. FINISHED T.O.CONC.TOP OF CONCRETE a( l FIRE SPRINKLER Attachas FIN.FL. FINISHED FLOOR U/S UNDERSIDE ,S k �I ARCHITECTURAL FP2.1 FIRE PROTECTION FLOOR PLAN F.N. FIELD NAIL Wi WITH Job Address: I6 rSo J g IS AU _ I SP ARCHITECTURAL SITE PLAN By: ,4 .&. Date: 3-1$-e1 1 D A.1 PROJECT AREA PLAN GENERAL NOTES °I 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. O A.4 ELEVATIONS--MAINTENANCE STORAGE WORK. CONTRACTOR SHALL BEAR REPAIR OR REPLACEMENT EXPENSES OF UTILITIES OR OTHER A.5 BUILDING SECTION @ MAINTENANCE STORAGE B. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS. NOTIFY PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE Z A.6 BUILDING SECTIONS @ CANOPY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. WORK. A.7 BUILDING SECTION @ CANOPY 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 A.8 DETAILS--STORAGE ROOF 0 A.9 DETAILS--MISCELLANEOUS LOCATIONS MAINTAIN THE STRUCTURAL INTEGRITY OF CONSTRUCTION UNTIL FINAL LATERAL AND ARCHITECT PRIOR TO OBTAINING AND INSTALLING.ACCESS PANEL LOCATIONS NOT APPROVED w 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 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 07 GRID/COLUMN LINE,CENTER OF ELEMENT,COUNTERTOP EDGE,OR AS NOTED. WHICH THEY ARE INSTALLED. ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS OR m E. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTORS RATED ROOF CEILINGS SHALL BE SMOKE SEALED. O WORK, COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, ACCURATE LOCATIONS OF J. ALL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE STOPPED PER OSSC E 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. rn REQUIRED SPECIAL INSPECTIONS EQUIPMENT,FURNISHING,AND ACCESSORIES. K. ALL SAFETY GLAZING SHALL BE PERMANENTLY LABELED WITH THE MANUFACTURERS NAME. v S.1 MAINTENANCE STORAGE FOUNDATION PLAN F. DETAILS NOTED AS "TYPICAL" OR "TYP" APPLY IN ALL CASES UNLESS SPECIFICALLY L. CONTRACTOR IS RESPONSIBLE FOR TRADE PERMITS, INCLUDING, BUT NOT LIMITED TO m 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 OVER DETAILS NOTED AS "TYPICAL" OR "TYP". SPECIFIC NOTES AND DETAILS SHALL TAKE THIS SHEET. ° S.4 DETAILS--CANOPY PRECEDENCE OVER GENERAL NOTES AND DETAILS. M. PROVIDE BACKING, BLOCKING, OR STRAPPING AS REQUIRED FOR MOUNTING GRAB BARS, oai 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. CV COI d PROJ NAME: SHEET TITLE: SHEET: OF: DWG#: 00-I% DATEJOIiN R.FLYNN �' d DRN: DATE: C'J RESOLVE DURHAM O&M PLOT 9/4/20 ^ emfdatt - CV OSN: DWG#: DATEV THIS BAR IS ONE INCH c^v_ COVER SHEET o WHEN DRAWING IS FULL Clean commitment Service$ ARCHITECTURE + PLANNING PARKING LOT& 6268 N CHK: CAD FILE#: SCALE. PLC#. OF '-M•Z° o Our commitment is clear. li MAINTENANCE STORAGE CWS APPD. SCALE REV# DATE DRN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROJ#'. ENGR STAMP'. I a `\ w , fi i / aI %-' s r I.' Ill I II E l I t4 1 [ I / ___ t [ I • I ; i u utIllik, i. / Oi 2 2 CONCEPT SKETCHES - FOR REFERENCE ONLY / / ( , / : . WEST PARKING /,// 4 eoo isiiiio i i 0 \ ( . ITEM 1 0 1 •NEW COVERED MAINTENANCE STORAGE AREA - •DEMO EXISTING AND INSTALL OWNER-FURNISHED METAL FASCIA PANELc v F.,/ /4 / ' •NEW CANOPY AT EXISTING TALL OPENING TO SHOP 0 1 MAINTENANCE SHOP ITEM 2 , iiiI/XA /,,,aaaaia„a.,,aa as„aaai../ 3 /i ,........,%L •REGRADE/REPAVE/RESTRIPE EAST PARKING O 1 •INCLUDES RECONFIGURATION OF PARKING AREA LIGHTING / ,,,,.......... .,,, , .,% 0 l / ' { 'I •INCLUDES NEW SIDEWALK/BOLLARDS NORTH OF NEW MAINTENANCE STORAGE AREA 0 / — cL — •INCLUDES INSTALLATION OF OWNER-FURNISHED FIRE HYDRANT , O •INCLUDES RE-SET OF EXIST. CATCH BASIN AT ENTRY TO E&I SHOP AND NEW CONC. APRON , /% 1 o •REPAVE/RESTRIPE WEST PARKING 3 2(,)' - STORES % _ of ITEM 3 "` 0 2 j • REPLACE EXISTING SINGLE-DOOR AND SIDELIGHT AT COMPRESSOR ROOM WITH NEW \ EAST PARKING o HOLLOW METAL DOUBLE DOORS & FRAME j z ITEM 47 3 •INSTALL SHEET METAL FLASHING OVER MAIN ENTRY DOOR; FLASH OVER TO EXISTING CANOPY -- SEE 3/A.90 0 LU •INSTALL SHEET METAL FLASHING OVER REAR ENTRY DOOR; FLASH OVER TO EXISTING CANOPY -- SEE 1/A.9 A MT 1 Q 0o ITEM 5 - •PROVIDE & INSTALL NEW EDGE-OF-DECK LEVELER AT STORES LOADING DOCK O c N? U 3 SCOPE OF WORK DESCRIPTIONS 1 KEY PLAN ®N CE rn 0 (VI -g d cc PROD NAME SHEET TITLE: SHEET: OF: DWG fI: t R FLYNN r3 00 d DRN. DATE. PROJECT PLOT N pSN: DWG p DATE'. 9 4/ZO / . THIS BAR IS ONE INCH CleanWate-r Services RESOLVE DURHAM O&M G .2 R-7- N CRC: CAD FILE if: WHEN DRAWING IS FULL ARCHITECTURE+ PLANNING PARKING LOT& OVERVIEW PLC* 9 F o Our commitment is clear. a SCALE. MAINTENANCE STORAGE CS APPD: SCALE REV N DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 971 2 3-9 3 7 9 CWS PROJ M: ENGR STAMP: c 3EI'ERAL NOTES CONSTRUCTION NOTES MATERIAL NOTES 1. CONSTRUCTION LAYOUT(ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A DEMOLITION 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 ESTABLISH 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. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE AS INDICATED IN THE 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED DU PIPESWITHLESS THAN 2' OF COVER SHALL BE C900/C905 PVC, HDPE OR POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING FROM THE SITE, AND DISPOSED OF PROPERLY. DUCCTIL11L E IRRONON PIPP E. 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 SCH 80; AS INDICATED IN THE PLANS. 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE 4. PRIVATE WATER LINES 3-INCH DIAMETER AND SMALLER SHALL BE TYPE K COPPER IMMEDIATELY UPON DISCOVERY. OR PVC; AS INDICATED IN THE PLANS. AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR 5. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL ORIGINAL CONDITION OR BETTER. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM OTHER CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST VERIFIED PRIOR TO CONSTRUCTION LAYOUT. EXISTING CONSTRUCTION JOINT. 6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING SAW CUT 6. CUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR SAW NEW PAVEMENT. SEPARATION 'STATEMENT ANDCOORDINATING 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. DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE UTILITIES 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 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF TIGARD. 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 UTIUTIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT 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 UTIUTY 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 BACKFILLING ANY SUBGRADE UTILITY 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 gTORM AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES 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: SEWERS AND STRUCTURES". BOW BACK OF WALK 10. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR ATTENTION: OREGON LAW REQUIRES YOU CENTERLINE 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 EG EXISTING GRADE 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. EX EXISTING 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 ELEV ELEVATION BRING ANY DISCREPANCIES TO THE ATTENTION OF AA! ENGINEERING, 72 HOURS SEWER PIPE USING A LASER. 952-001-0010 THROUGH OAR FG FUTURE GRADE PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 952-001-0090. YOU MAY OBTAIN 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 CALLING 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 UTILITY NOTIFICATION MAX. MAXIMUM THE CONTRACTOR SHALL ADHERE TO CITY OF TIGARD FOR MINIMUM EROSION CENTER IS (503)-232-1987). MIN. MINIMUM CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE EARTHWORKS NO. NUMBER MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM NTS NOT TO SCALE POTENTIAL UNDERGROUND FACILITY OWNERS PC POINT OF CURVATURE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR ENTERING THE STORM DRAINAGE SYSTEM. UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN % PT POINT OF TANGENCY WATER DO NOT LEAVE THE SITE. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND Dig,Safely. ROW, R/W RIGHT-OF-WAY BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS RT RIGHT 13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH 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. 3. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95%OF THE DIAL 811 or 1-800-332-2344 TC TOP OF CURB 14. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE TP TOP OF PAVEMENT E 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 PRECONSTRUCTION MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY REPRESENTATIVE SHALL BE REQUIRED. rn 9 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 o CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED _ 0? INTERVALS. 24-HOUR NOTICE IS REQUIRED. 6 m 19. EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR a REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140 - 209.155. N d a co 0 0 s U T a 0 LL E 0 L 7 0 (f) U o_ LO co rn 3 O 1.E0 PR0 Q DRN: ORIG PROD NAME'. SHEET TITLE: SHEET'. OF: DWG#: / DATE: a /� o A/�I afghan asaociatea,ina �,( 47 h O DSN: DWG#. DATE: 9/4/20 THIS BAR IS ONE INCH DURHAM O&M PLOT 9% /�A� CleanWaber Services ENGINEERING GENERAL NOTES C0.2 N oN CRK: CAD FILE WHEN DRAWING IS FULL PARKING LOT& N -- SCALE. Our commitment is cleat. 4e75 SW Griffith Drive Suite SOO T Beaverton,OR 97005 PLC#: MAINTENANCE STORAGE I EXPIRES: 6/30/2021 I 0, APPD: SCALE. REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 503.520.3030 W. 50e No.A19 fax 1 wu^N.aaieng.com PWS Project3.6 0.539185.10 PROD# ENGR STAMP: \ / -sp\�) / j //� SURVEYOR NOTES \ / / • • i ��/l \\ A LEICA DNA10 DIGITAL LEVEL WAS USED TO LEVEL THROUGH PRIOR CONTROL AND SET SEVEN (7) NEW BENCH i Wo_ ICJ \\ MARKS (BM A THRU G). THE ORIGINAL BENCH MARK AS NOTED IN NOTE 1 BELOW HAS BEEN DESTROYED BY •� i ",/;,.; �• ty,C1_• / \\ RECENT CONSTRUCTION ACTIVITIES. PRIOR CONTROL IS FROM COMPILATION OF MULTIPLE OTHER PROJECTS ON THE \ / / • i 2 wcy " SITE DONE 2009, 2010, 2014, 2016 AND 2017. MAXIMUM LEVEL LOOP MIS-CLOSURE WAS 0.01. IN 12 TURNS. \ i j •`2 / \\\ 0 �\ wo-T-� _� THE ARITHMETIC MEAN OF THE BELOW LISTED PRIOR CONTROL(EXCEPTING NO. 1) WAS HELD TO PUBLISH THE / �+ '' \\\ - --wca_�_ LEVELED ELEVATIONS HEREIN. +, / \ \ �F"C\/ :, iJ�`', s . \\ \ \ 1. ELEVATIONS BASED ON A FOUND BRASS DISK IN THE TOP OF CURB PER DURHAM FACILITY PHASE 4 P /� -- 4-' \ \ \ v EXPANSION PLANS BY MWH IN ASSOCIATION WITH SQUIRE ASSOCIATES-ENSR INTERNATIONAL ARCHITECTS \ �'(\\ r'o\ s �\\ \\\ 0 ASSOCIATES INC., DATED 2/23/05 ADN SUBMITTED ON 4/15/05. ELEVATION OF SAID BRASS DISK IS 156.24', \ �• � / 0 \\� \\ NGVD 29. / +'it +�1......------ 0 ; \\\�\ 4 \\\ 2. FIELD SURVEYED NOVEMBER 7 AND 12, 2016. \............... ...• la.. ::� \ 'i S. �+`' � `E' � °'•*csi.-', Ili, �� � 3. HORIZONTAL COORDINATES REFERENCE PRIOR WORK ON SITE. HORIZONTAL COORDINATES OF BENCH MARKS i i /max.• Iso A-G AS SET ARE APPROXIMATE ONLY AS ESTIMATED LOCATIONS WERE ESTABLISHED FROM PHOTO LOCATIONS i - ���-- © 4 „ I ) PUBLISHED HEREWITH. .7. * ---- co +� I. I I /% s i �3.0ti0 ;ate i/ i��� D���� : o i LEGEND •s • '- V17.... • o • FOUND MONUMENT AS NOTED OH OVERHEAD ONES / ss/n c = �A ,'_,,.. I,,. ® SANITARY SEWER MANHOLE -SS- UNDERGROUND SANITARY SEWER LINE IQ, / p° •_I _ ' _- y o n 0 CLEANOUT SD UNDERGROUND STORM DRAIN LINE �y� + _-,''/ ���'R$ J Ili �F42?, ��, n ' ��� ��,-� i '\ o v STORM SEWER MANHOLE w UNDERGROUND WATER LINE __ _ SD r^: / �,' �+ �����������; ,�,, A .* , s, II1 O CATCH BASIN CENTER E UNDERGROUND POWER / + �� o`' \ .•II I """"*^TRENCH DRAIN UNDERGROUND GAS LINE / Q'�/+/ -NI- ‘ // \\c�Ca�\\'o ,�E o m AREA DRAIN r UNDERGROUND TELE-COM #' \ ry!!!! _ ROOF DRAIN -x-x- FENCE AS NOTED 8; 71 ,� ) Cl 4C WATER VALVE EDGE OF PAVEMENT \ `1 .w q '� / .� s.� o f ® WATER METER "--''-"-- - BRUSH&TREE DRIPLINE / I �\ \\"\`\_s:_ 0. 7 ,Fl 'Cr FIRE HYDRANT BUILDING FOOTPRINT UNE o• "J- g O••• ....0.....: " �' -0- FIRE DEPT. CONNECTION ; UTILITY POLE ".rev>•r:"J." ,� f .�• , `;ROCK WALL / St. \ \�I1 ✓`� UTILITY BOX POST INDICATOR VALVE ' rs, I \\ N�. ELECTRIC RISER [ UTILITY VAULT \ \ UTILITY STUB UP 0 5D \� , O ELECTRIC VAULT f I,`® \ `II, P;, �����������w����u����\�_����������-��\ ������������������\�� 'I I. F/ ELECTRIC BOX �U} UTILITY MANHOLE °- ;. £ LIGHT POLE -� SIGN • / s�, ,\IN ca ' o• �,.{ :� & GROUND LIGHT 0 POLE w \\\\\\:.\\\\\\\\\\\\\\\\\\:A\\\ SD . .- y, ��\�����v�� DQ GAS VALVE o GATE POST . !'I• ;a'Ps "I'�y� II GAS FINK ® MONITORING WELL \��� e� r. I 'ss 0 o �� ® TELEPHONE RISER S BOLLARD _ I I :�, 0 90 `�P O TELEPHONE VAULT HANDICAP PARKING SPACE 11 dr. 1 • r . ' �t F eDECIDUOUS TREE I''.:1 CONCRETE m '3a J WALL • ❑ 0 O r/ o 0 7 --EVERGREEN TREE ui o r0 l © a. I 1 ;a". (,��. mac, U ® ff \ �c, No JI \ o =I \ t •) ,,'� a��.11li f0 s,r • m I 1 © O• I .a. I ' in �' co oa a ® k� 1 \ U O ., 0 SD e SD Y SD SD SD SD—To—SD SD SO SD \ � 90 ;a 0 O II LL = I co 0 1 \ Hor+Trl 0 C13 0;ar U , o GRAPHIC SCALE tri COw o s ao ma J V g (PI FEET) rn E, 1 Inch•90feet N IL 2 ORIG PROJ NAME SHEET TITLE: SHEET: OF: DWG#: DRN: DATE: o I*ban associates,ice. EXISTING PLOT 9�4/ZO ,- DSN: DWG 4. " DURHAM O&M DATE. THIS BAR IS ONE INCH CleanWater Services ENGINEERING _'/ll N GHK: CAD FILE a: WHEN DRAWING IS FULL PARKING LOT& CONDITIONS PLC#: 0 ■ V o Our commitment is clear. cal SCALE. 48755WGn3th Drive I Suite 300I Beaverton,OR197005 MAINTENANCE STORAGE a APED' SCALE: 503.620.3030 tel.I 0.5539 fax I www.aaieng.com CD REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Project No.A19185.10 PROJ#: - ENGR STAMP: I i i i i , ••S- ///i/ •r +' � .. ''''I II/ SHEET NOTES ) / - '! ,,,,I. `�"\V --_� 1. SEE SHEET CO.2 FOR GENERAL SHEET NOTES. 3 / 4�` 2. CURB HEIGHTS ARE 6' UNLESS NOTED OTHERWISE. 4 /�/j,/ s ��►' I 1 _ \ _ `, I�l 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% 50 +ii�' ! .,,_�. / \ 1 I IN ANY DIRECTION. ,� / •C'�%/� / / f I `, /.ill ,p ®__�- 4. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT i l „ .1,.: / '" ,�.�.-',"` l ® � f / T I ^7 / ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND I ` 4j // /// I � - � � o ` I FACILITIES (ADAAG). `'y��,� ~ / / X/ �.,,� .r~�„ O �W �� \ /`I I \ \ g°� 5. ALL WALKWAYS FROM ACCESSIBLE UNITS ARE DESIGNED �' j�/////,��, „"",,, i ,lii�.-,at ____ `����`����� •1,tr, -- i t . '` I TO NOT REQUIRE HANDRAILS. THEREFORE, RAMPS WITH 'u" -/�' .",,,, ,.W,,i"- \\ / I SLOPES STEEPER THAN 5.0%AND LESS THAN 8.33% *:r /4a�pC',N4: '�gry''S 5N / `,. -- ' \ O / SHALL NOT EXCEED 0.5' RISE OR 6.0' LENGTH. : ._ / / y�� 5 V ,,,,...4 '\ -'\ (a, 1 6. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT ♦1' /// �,�.► \ %��1 IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO .. /,� 7 / ,, \\\\\\\\\\\\� '4 0 \ _ WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR rtr / // ' 1 TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ro /�/ / c/ / ` 14 t O _ ROUGH GRADING. / / �`'-e 1 ••,/ ! I ,♦ ly./ 7. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE Il j J t . // ej ' r _ s y PLANS ARE FINISHED GRADE WHICH INCLUDES SUBGRADE °'" i2 5y!- `� 75 rS ! r J� / SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AND RUNOFF i pit / // \' 1 ? PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE • s' / ,/ -�- * ' / GRADING WITH BOTH EXCAVATOR AND LANDSCAPE 4L // 0 CONTRACTOR. O '///' / 77----- 4 , t14(1 GRADING LABEL LEGEND J / �� \,\\\\\\\\\\\`\\.„ „,\\\\1\\`\�� 1 1sa.os SW` / / / \ ' CALLOUT DESCRIPTION //. _.-- • \ " SPOT ELEVATION //r 157.88 SW i 1 I 158.00 SW / � /- '� L 156.72 SW -'�"c I I DESCRIPTION LISTED BELOW. / / / \ i'^ I4 / ' xx.xx xx 3 J `" ` / t5989 SW _ EX EXISTING GRADE 1/ L 'F� / t. 157.1t TP TOP OF PAVEMENT \\\\\\\\\\/ 11400.404. (MATCH EX.) \ - - - - I 157.53 L / \ 156.81 TP _ LEGEND / Iti C) (MATCH EX.) \ / 7' -- 157.13 TP `, 156.61 TP \� -Y // 157.31 SW EXISTING CONTOUR MINOR -- --- - i-- --- --- \\ I' 7 1 i 157.54 SW EXISTING CONTOUR MAJOR tG0 / / \\\\ \\\\`�\`�\\\\\'\\\\\\\\\` 156.46 TC/TP 156.39 TP' 156.77 TP� ll ` / - �g'I 156.70 RIM �\\ Milli � 157.50 SW PROPOSED CONTOUR MINOR 102 4 �/ `�1� I O •-•II �-' "� tea- 756.28 TP _ PROPOSED CONTOUR MAJOR 100 • 1 ,156.71 TP 157.27 SW \\ , \ a/ r u�'` ,gOf 156.73 TC/TP t r / . 156.62 TP '\\\\,•• \\\\\%\\\\\\)'• \t j v ` \� F / 156J6 TP // ' ' - 156.26 TC/TP�1 ` ; , 1 t E a / ' \ 156.99 SW �� � � a` y'Ta S2` ,W �: - - 156.65 TP + I ,5 T f z "� • I 1„._I \ 156.64 TP / / 111 ,a( 0 7��.,. I 156.4t ( 1 1 / N _k t' -�i (MATCH EX.) \I 1 / i en' o I ,l ��,, ',oo j �s 15Y/6.27 W !Wl z iW-rJ `1 -' i / II .80 RIM I 155.94 TP i 'S _ I �-. .1- ','1‘-4 ,' i -�`:* 1 1 ` -156- i -- ,�55 I - 1. c, il ' I ', ri 1 I \ 154.82 RIM_ t'- t. n \ _ - \ \\,, 1 A I 1 '\ ! ' t �, . / . t_ 0 k titi - o t r / 155.4t tn er N ,� ' (MATCH EX.) 156.6t NORTH _ _ _ _ __ I J 156.16 TP ( ) �yRFi^= � - MATCH EX. 156.6± 0 U / / 156.52 TPN ,156.58 TP� (MATCH EX.) } 155.7t \ o (MATCH EX.) / - , GRAPHIC SCALE m - - 157.00TP !� --... --�. / i m w m 157.00 TP $�. , C' (N FEET) m N 1 Y,ch-zo feet c�D PROFS lL V� ENGi P.4„Ni ORIG PROD NAME: SHEet I:ILE: SHEET: OF: DWG / Q DRN: /� /� O DATE: INEMINEMON '" AA'afghan associates,inc. �/• O DSN: DWG#'. `�\`• DATE. THIS BAR IS ONE INCH PLOT. 9/4/20 PFF N WHEN DRAWING IS FULL CleanWaber Services PARKING LOT GRADING PLAN C2 O a�rN�'Is' cHK: GAD FILE#. ENGINEERING PLC#: o Our commitment ie clear. N .__ SCALE. 4875SW Griffith DnW0362 Suite 300I Beaverton,elertg 97005 MAINTENANCE STORAGE IExPIREs: 6/30/2021 a 503 620 3030 tel.1503.620.5539 fax I wodw.aaien9.can APPD. SCALE. REVS DATE DRN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Project No.A19185.10 PROD#: ENGR STAMP , -- / :00 `/ `r * :T"``. .4....,\ YI` �` { j / SHEET NOTES / ' �+�•._`►' ,� �' 1. SEE SHEET CO.2 FOR GENERAL SHEET NOTES. / / �/ /' '►"� ' �` - 2 STRUCTURES HORIZONTAL LOCATIONS AND PIPE INVERTS �// t�y'� „�i' I �. *�1 . / ��\ o /. ARE BASED ON THE CENTER OF THE STRUCTURE. /,,,�. �, vif�y� ; / ` I 3. PIPE BEDDING AND BACKFILL UTILITIES SHALL BE DONE / •..7.!. .i+•ff� / /� // ! Ia„'�.. / ~ithrr ® _- ® 4*� % / PER DETAIL 1/C4.0. s / / "`►"„ ++"` ''� - �� �r.- .�� `� 17 g �3/ I 4. ALL STORM PIPING SHALL BE PVC 3034 OR APPROVED >! ` //� • �� /° r 0 EQUAL UNLESS NOTED OTHERWISE. / I `vA�% d,/ /, / ` i 144."t ��\\\\\\\\\\ ' __�'- .._.. '/ 5. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT « / ///+ 1.,,++""' * �n ,lA, ti•• ` , / SHOW EVERY JOINT, BEND, FITTING, OR ACCESSORY 4'T s .� / /� "" -""• 7 �� + ( REQUIRED FOR CONSTRUCTION. /- �k6�R�,`�`b �R9�h��`"`h'2's' ha' // ` •+. � o ->• ,14,..� 6 6. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH ?'/ 1 ""�` - UPC CHAPTER SEVEN, SECTION 707 AND SECTION 719. �'+'+'// /�/ ,i 5 ` +.""'" ( I `., ' \ THIS PLAN MAY NOT SHOW ALL REQUIRED CLEAN OUTS. Ifj g f / �, � 7. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE u�, /�,%�/ / 1h 0/ o J c; , . CONSTRUCTED OF MATERIALS APPROVED FOR INTERIOR ,% // ,� // � , / I ii ';i ) VO '�"•- OsUSE AS DESCRIBED IN THE CURRENT EDITION OF THE UPC. ry'r_y, s // lJ J // 8. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE r nr �////% 4 u•. --� y i 8 I �4 / FLEXIBLE CONNECTION NO CLOSER THAN 12" AND NO •". / / ., £ ` ;., I / FARTHER THAN 36" FROM THE MANHOLE. � /� / / �- R \ • I I • #) LABEL LEGEND a �I .:•/ r//// �h6 �� \ *. — _ \ / 8 ,l PPE LABELS // / // s * - t. � . , / UTILITY LENGTH UTILITY SIZE /// 14 / / ....--- / `Ps t — — I UTILITY TYPE 1 0 + / i-- 1 w XXLF - XX" XX / j • 'EB \ / 1" r �I I S=X.XX% / . / ■ - �.. 1 L \\ ,. \\\\\`.\\\\ \ `r `t' \ •.I ,� SLOPE (WHERE APPLICABLE) \\� / — — \ / ' ! STRUCTURE LABELS ks. / #; \ SD RD-01\ '� I I UTILITY TYPE (SD=STORM DRAINAGE) / �'-� �� SD �D -�•v', ;-• SD RLDF- 4" ; A5� �N STRUCTURE TYPE CALLOUT(SEE BELOW) // / `4 •••• t. •'^7. MIN. SLOPE 0.5% / ��ID NUMBER (WHERE APPLICABLE) - %' ___ " _J XX XX-XX ! / / • ` V . :: / ., I - �..-..:. 6 LF - 4-SD_ RIM=XX.XX '{ / / \,•. �" \ \ _,_,......MIN. SLOPE 0.5% r, '� IE IN=XX.X �--STRUCTURE INFO (WHERE APPLICABLE) \ 1 ;. (1, / —I { IE OUT=XX.X J ;� -'" \ I..\ ;. / MIN. SLOPE 0.5% E P\\\\\\\\\\ �\\`�\\\\\\\\\\\\\ .T :.' J _ .� Mgt' -` �� 3 2 37 LF- 6"SD\' STRUCTURE TYPES y 1: t• ` 1 MIN. SLOPE 0.5% \ ( DALLOUT DESCRIPTION cy. (� �, '2. ' 1 �I '� --so / i" CB CATCH BASIN, PER DETAIL 2/C4.0 ° �`� F r © - i ® LEGEND Q r$2. \ !r-_P- F (06 STORM LINE 1 cs 1, 1 ! ila MATCH EXISTING PIPE SIZE ' WATER UNE —W W W 40 z ; \ at 1 j 0 STORM NOTES a 'I #•' l •QL �-- ( I " • 4` 1 CONNECT TO EXITING STORM LATERAL {�' ,.�,;{ S, v w \ / 2 DRAIN TO TIE IN TO EXISTING STORM LINE MATCH EXISTING ,1.,\ "- SD CB-02 h f / INVERT IF PIPE COVER IS LESS THAN 2' USE DUCTILE IRON m l + '_ `d:\ _' ` O SD CB-01 I RIM=154.80 \ / 6 I PIPE \ � RIM=154.82 / *' r�i y „ ! F' I �!! �� 0l — -- — — .� _ {--- ,,,� / 3 CONTRACTOR TO FIELD FIT ROUTING OF STORM PIPE TO r :� i / `"• I- I ` INSURE ADEQUATE SPACING BETWEEN EXISTING UTILITIES tria,co ` Le1'\ S I"f .! ;l —W— w w w I w _ w w �� O WATER NOTES t- - "... �1"Ir'I I _ 10 LF - 12"SD l 155 ---Q-- ` % 't I -1. __ ! MIN. SLOPE 0.50X -- ,j• t 1 CONTRACTOR TO EXTEND LATERAL LINE FOR C5 TO d \ I - �� I • '. ®"-U t I i i \ 1 CONTINUE WATER FROM NORTH SIDE OF STORE. \\ __-- — — 4, it" l ,,, a \ ( 1 I ', CONTRACTOR TO COORDINATE WITH DENNIS KRAMER, CWS CO \ t - - "'t 7 \ ! 6 tt LANDSCAPE SUPERVISOR AT 503-547-8086. cl / 'M 1 J .0 \N ) MIN SLOPE 0.509. ` / �+ 'P N. „LL��\ \ \\,\ L- / \„ 2 INSTALL NEW 4" SCH40 IRRIGATION SLEEVE WITH SCH 40 U \ _ . 6 �. '�6 i 2" PIPE INSIDE. EXTEND THE 2" PIPE 1' ON BOTH ENDS \ ''<L3 nrss ` \ t5 OF THE SLEEVE. TAPE AND MARK BOTH ENDS WITH 2X4. ' �;' • '\ - -""-`- _ \ — _. __ -� t `� PIPE AND SLEEVE TO BE ALIGNED TO MATCH EXISTING ai / _'r� / ----15 '"� + so I Sit � IRRIGATION VALVE. CONTRACTOR TO COORDINATE WITH .L SD i SD 50 , SD / SD 5D SD..- SD SD 5D SD SD— 6--ter Edo hi u I OP. _� sD �'SD S03N547R80MBE6R: CWS LANDSCAPE SUPERVISOR AT NORTH m y+a x== j / / �,/ _ - I `' 3 INSTALL HYDRANT SALVAGE HYDRANT FROM SITE AT NEW 0 �. LOCATION0 / 4 CONTRACTOR TO CONNECT TO EXISTING U / ,,,,,� ® - \‘, ` FIRE SERVICE, MATCH EXISTING PIPE SIZE o \��\�,. 4 AND MATERIAL ORAPFIC SCALE of = III Qr- I (N FEET) ES1Y mhn20isst .0 PR(KF LL PROJ NAME'. SHEET TITLE: SHEET: OF: DWG#'. Q DRN: ORIG oo DATE: INIMIN Illii AA y I afghan annociat u.Inc. , o DSN. Dwctt- XI c _^^^ P�oT 9/4/20 ,9 P�yQ rYdLGl a7G1Yri G.I p DLTE: THIS BAR IS ONE INCH ENGINEERING DURHAM O&M UTILITY PLAN 3 /� N oCHK: CAD FILE WHEN DRAWING IS FULL Our commitment i�char. PARKING LOT& PLC#' a I EXPIRES: 6/30/2021 N SCALE. 4875 SW Griffith Dove I Suite 3001 Beaverton.OR 1 97005 MAINTENANCE STORAGE 503.520.3030 tel.1503.620.5539 fax I www.aaieng.corn DM ENGR STAMP APPD: SCALE REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Project No.A19185.10 PROJ#: 2 i r 1 a RESURFACING MATCH INSTALL 3/4" x 18" a EXISTING PAVEMENT PAVED I UNPAVED > ANCHOEXISTING AC SAWCUT DETECTABLE LEVEL X HMACI ,.°6��' a✓// / ��• 1i li z a a z" "• -,,-.•-_•'"'`'�j \� '45 a/\s\/, A j��\���/���a.e^;:r::Y\�t�t\��\• /COT1 e•• 1 ` TRACER WIRE ASPHALT PAVEMENT SECTION U12" • '• % Y W SCALE: NTS NOTFC. Z U ' -�m �� .;°T �� 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S Z PRODUCTS APPROVED BY ENGINEER. D/2 • / 'a PRECAST CONCRETE WHEEL STOP Z y\ •1••°°••,% I. SCALE: NTS o \ °+ • S,, ' 6" R= " Lu / R=Y'4" BACKFILL TO m ` TOP OF CURB ti ° II- / I ' � e./ PAVEMENT SEE PLAN I I (_I_ I w"�(� CONCRETE SIDEWALK 6' D 6" 2%E �4" MIN. THICKNESS MIN. MIN. - 16" , l I OTYPICAL PIPE BEDDING AND BACKFILL i ; Y'°'• b SCALE: NTS 1g t—I I_...1 I:-'s ° .. °=1!' 1llt.— • p4 °•°a o"�4" OF SUBBASE I I l L'•' '(�(�11 _3" SUBBASE I I—(i h_I 11 • "1-.-g'� COURSE COURSE NOTES' NOTES. 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. 1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 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. OTHERWISE SHOWN OR AS DIRECTED. 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS 4. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, _ 12" APPROVED BY THE ENGINEER. UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 .-� F - MIN. FEET. �•. f -,/ CONCRETE CURB - STANDARD 5. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS 4 I,......� - SCALE: NTS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A GREASE i MINIMUM 1/2" RADIUS. TRAP W/ LH. ., \s HINGED LID _ PIPE SIZE PER PLAN 6. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 6 , SMOOTH GROUT CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. L - �. — RADIUS TOP OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. v� yiH�i/. 24 ,,,_% —P PER 3" WIDE BAND OF WHITE 7. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH \,� MIN. PLAN REFLECTIVE TAPE 3" DIA. PVC PIPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED OVER al ;• / ` NOTE 2 PIPE. �i 24' '' E CONCRETE SIDEWALK ��, STD. 6" DIA. SCHED. _, SQUARE >.� 40 GALVANIZED STEEL 7 Qi ENGINEERED FILL 36" (PAINTED YELLOW) • SCALE: NTS I- =- FILLED WITH CONCRETE to — o _l��f d }/, " \,. FINISHED GRADE y� — /A/ C I ir-I Lci 00 SECTION \ � I1--I F_1 l_ 11 g NOTES'CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH ( 1 I MIN. lll-I�I O CONTRACTORS COMPACTION EQUIPMENT. -I'I II_ s 3300 PSI %1 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL CONCRETE m BASINS OR APPROVED EQUAL. 6"O TRAPPED CATCH BASIN 11-1 0 MIN U SCALE: NTS S. U u_ SECTION E ic O PIPE BOLLARD (6" DIA) O 5 SCALE: NTS fn 0 U o_ Iri m m g m ��D PROS o 5 Wclrr U 2 Q DRN: ORIG /� /� PROJ NAME: SHEET TITLE: SHEET: OF'. OWL#. DATE'. ° /"�A I afghan associates,inc. o DSN: owG#: THIS BAR IS ONE INCH DURHAM DATE: G P WHEN DRAWING IS FULL CleanWaber Services ENGINEERING PARKING LOTO & DETAILS PLOT 9/a 20 C4.0 9/ N CL CHK: CAD FILE#: PLC#: o Our commitment is clear. I EXPIRES: 6/30/2021 I N SCALE. 4875 SWGrlflah Drive l Spite 3001 Beaverton,OR 197005 MAINTENANCE STORAGE CWS 503.820.3030 tat.1503.620.5539 fax I www.aalen9.com ENGR STAMP. APPD'. SCALE'. REV 4 DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Project No.A19185.10 PROJ#. —