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Plans (15) BU P2018-0023 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 LEGEND NEW SANITARY SEWER LINE SS72ND AvE ApAR _ --M HNEW STORM DRAIN LINE SD ___ n NEW WATER LINE W W - - - - `$' • NEW & EXIST. CATCH BASIN l 1174 0 S 72 INJ El) AVE HILL AD SW ATLANTA A EZ C H I T E C T 5 NEW & EXIST. AREA DRAIN ® ST \�MH MH T I A P . IE G N 9 7 2 3 ZSTORM DRAIN MANHOLE RD OSW BAYLOR ST. 17 5 o B L A N K E N S H 1 P R O A o • OS° , I Saill OSMH r SUITE 400 ,� SANITARY SEWER MANHOLE ,L CO CO WEST LINN . OREGON 97068 NEW & EXIST. CLEANOUT (SD & SSWR) • • SW CLINTON ST. \ .. TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 DS NEW ROOF DOWNSPOUT E vi NEW & EXIST. GAS METER ] SW DARTMOUTH ST. gi- cf)NEW & EXIST. FIRE HYDRANT AFH • IA VI ~ - pc ! NEW & EXIST. WATER METER ® fir c, ■ a �, M ■ EI-tGIi-LEERS NEW & EXIST. WATER VALVE r�+i 921 SW WASHINGTON ST. • SUITE 560 PROJECT LOCATION: n �5 w PORTLAND,OREGON 97208 • FAX: 5 FITTING WITH THRUST BLOCK Fj1 ' ' '4 11740 SW 72nd AVE N WEBSITE: VIMMr.DCI-ENGINEERS.COM TEE 90' 45' 22.5' CIVIL / STRUCTURAL SW BEVELAND ST. CD ©Copyright 10/2018 DAmato Converser° Inc An Rights Reserved SURFACE WATER & PIPE DIRECTION FLOW - document o d,na;dao, a.vgn,mny nal n port..ithaol.ellen permission from O'Amolo Canareuno ino. a °Hnnlc Conerannn Inc.dlulaime any r,, n,.tildy for it onoulhnri,ad on EXISTING CONTOUR (457 w NEW CONTOUR 457------ LU �� ANG l N£F� �O EXISTING SURFACE ELEVATION ( x ��rs) (� �' 866As xxx.xx xxxxx T.G � FINISHED SURFACE ELEVATION F� /xxzxx FS / OREGON r XXX vicitri' i 'y MAP 1 CH13� .y�'�ry `. TOP OF WALL/TOE OF WALL xxxxx GENERAL CONSTRUCTION NOTES: NOT TO SCALE _N_� ��N A r S�\ BOW 1. UNLESS SPECIFICALLY EXCEPTED IN THE PLANS OR CONTRACT DOCUMENTS, ALL CONSTRUCTION METHODS AND ■ SLOPE INDICATORS 3:1 2:1 MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS. ■ 2. THE PLANS ARE SCHEMATIC AND ARE NOT INTENDED TO DEPICT ALL DETAILS OF THE WORK REQUIRED. THE 7 2ND AVENUE r � � D . CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH ACTUAL. SITE CONDITIONS, REQUIREMENTS AND PROJECT TEAM: RIP RAP :110!0+/ FACTORS AFFECTING THE WORK. WHERE LACK OF DETAIL OR CONFLICT EXISTS BETWEEN THESE AND OTHER PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR TO PROCEEDING. IF THE CONTRACTOR OWNER: ARCHITECT: CIVIL ENGINEER: APARTMENTS DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS ENCOUNTERED, THE CONTRACTOR FILTER FABRIC FENCE SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF PORTLAND ENGINEER'S OFFICE. 72ND AVENUE PROPERTY, LLC HILL ARCHITECTS DCI ENGINEERS 4804 NW BETHANY BLVD, SUITE 1-2 1750 BLANKENSHIP ROAD 921 SW WASHINGTON ST., SUITE 560 3. THIS PLAN MAY NOT SHOW ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. PRIOR PORTLAND OR 97229 WEST LYNN OR 97068 PORTLAND OR 97205 NEW CEMENT CONCRETE Iod TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. CALL THE MR. RICHARD CAS5INELLI CONTACT: LLOYD HILL, AIA CONTACT: DAMON SMITH, P.E. 0 11740 SW 72ND UNDERGROUND UTILITY LOCATION SERVICE AT (811) BEFORE YOU DIG. ANY CONFLICTING UTILITIES SHALL BE PHONE: (503) 545-5217 PHONE: (503) 305-8033 PHONE: (503) 242-2448 NEW ASPHALT CONCRETE PAVEMENT EMU RELOCATED PRIOR TO CONSTRUCTION. IN THE CASE WHERE RELOCATION IS REQUIRED, THE APPLICABLE UTILITY EMAIL: RECsS®fuIE.COM EMAIL: LLOYD.HILL®I IILLARCHITECTS.COM EMAIL: DSMITH®DCI-ENGINEERS.COM AVENUE COMPANY SHALL BE NOTIFIED AND ANY COST REQUIRED FOR RELOCATION OR ADJUSTMENTS SHALL BE AGREED COORDINATES, & LEADERS N1000.00 UPON. UTILITY PURVEYORS: / E E 5000.00 NEW CONCRETE CURB 4. THE ENGINEER HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES. APPEARANCE SEWER/STORM WATER: WATER:NATURAL GAS: TIGARD , OREGON 97 2 3 2 ON THESE PLANS, HOWEVER, DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE LOCATION OR CITY OF TIGARD TUALATIN VALLEY WATER DISTRICT NORTHWEST NATURAL GAS NEW CONCRETE CURB & GUTTER EXISTENCE OF THESE UTILITIES AND/OR SUBSTRUCTURES. THE CONTRACTOR IS REQUIRED TO TAKE ALL REQUIRED 8777 SW BURNHAM ST. 1850 SW 170TH AVE 220 NW 2ND AVE FOR: 72ND AVENUE PROPERTY. LLC PRECAUTIONARY MEANS TO LOCATE AND PROTECT ALL EXISTING UTILITIES AND SUBSTRUCTURES WHETHER SHOWN TIGARD, OR 97223 BEAVERTON, OR 97006 PORTLAND, OR 97209 • NEW RETAINING WALL I OR NOT, PRIOR TO EXCAVATION IN ANY AREA. THE CONTRACTOR SHALL MEET AT THE JOB SITE WITH CONTACT: ROB BLOCK PHONE: (503) 848-3000 CONTACT: RYAN TRUAIR ■ REPRESENTATIVES OF THE UTILITY DISTRICTS, COMPANIES, AND OTHER OWNERS THAT MAY HAVE EXISTING FACILITIES AT THE SITE, AND DISCUSS THEIR PROTECTION. PHONE: (503) 718-2704 PHONE: (503) 226-4221 ABBREVIATIONS 5. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF APPROVED PLANS ON THE JOB SITE WHENEVER EMAIL: ROBOIIGARD-OR.GOV EMAIL: RYAN.TRLIAIR®NWNATIJRAL.COM CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY, WHO HAS THE AUTHORITY POWER: FIRE: CABLE: ACP ASPHALT CONCRETE PAVEMENT GV GATE VALVE TO REPRESENT AND ACT FOR THE CONTRACTOR, AT THE JOB SITE DURING ALL WORKING HOURS. PORTLAND GENERAL ELECTRIC TUALATIN VALLEY FIRE AND RESCUE FRONTIER COMMUNICATIONS HDPE HIGH DENSITY POLYETHYLENE 9480 BOECKMAN RD 1945 SW 72ND AVENUE 11870 SW BEAVERTON HILLSDALE HWY AD AREA DRAIN 6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS FROM THE CITY OF HYD HYDRANT PORTLAND, AND OTHER JURISDICTIONS PRIOR TO THE START OF CONSTRUCTION. ABSENCE OF THE PERMIT MAY WILSONVILLE, OR 97070 TIGARD, OR 97223 BEAVERTON, OR 97005 BLDG BUILDING RESULT IN IMMEDIATE SHUT DOWN OF WORK AND POSSIBLE REMOVAL OF THE ITEMS CONSTRUCTED WITHOUT A CONTACT: CHRIS JEWETT CONTACT: JOHN WOLFF CONTACT: JOHN COUSINEAU (PRIMARY) I.E. INVERT ELEVATION PERMIT. PHONE: (503) 672-5483 PHONE: (503) 259-1504 PHONE: (503) 641-4463 BM BENCHMARK INV INVERT EMAIL: CHRIS.JEWETT@PGN.COM EMAIL: JOHN.COUSINEAU®FTR.COM 7. THE CONTRACTOR SHALL PROVIDE THE DESIGN ENGINEER WITH RECORD DRAWINGS PRIOR TO FINAL APPROVAL. ALL COMCAST BNDRY BOUNDARY IRR IRRIGATION WATER DEVIATIONS FROM THE ORIGINAL PLANS MADE DURING THE COURSE OF THE CONSTRUCTION INCLUDING LOCATION, PHONE: (503) 595-3809 LF LINEAR FEET INVERTS, AND DEPTHS OF UTILITIES SHALL BE CLEARLY MARKED ON THE RECORD DRAWINGS. THE ENGINEER BOW BOTTOM OF WALL SHALL PROVIDE THE CITY ENGINEER WITH "RECORD DRAWINGS" AS REQUIRED. MH MANHOLE CIV CABLE TV MJ MECHANICAL JOINT 8. THE SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS ARE EXPRESSED OR IMPLIED. THE SURVEY WAS PROVIDED BY S AND F LAND SERVICES. C&G CURB AND GUTTER P POWER SHEET INDEX • PIV POST INDICATOR VALVE 9. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT TO CONSTRUCT AND INSTALL TO PROPER ■ CB CATCH BASIN WORKING ORDER, THE DESIGN SHOWN, AS DETAILED OR CALLED OUT IN THESE PLANS AND SPECIFICATIONS. THE GENERAL CML INFORMATION- - C0.00 PP POWER POLE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH THE PROVISIONS AND REQUIREMENTS GENERAL NOTES- - C0.01 CL CLASS PROPERTY LINE CONTAINED IN THE STANDARD SPECIFICATIONS. EXISTING SITE SURVEY AND DEMOLITION PLAN C1.00 GRADING PLAN C1.10 CL CENTER LINE RAD (R) RADIUS 10. IF CONSTRUCTION IS TO TAKE PLACE IN PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE GOVERNING STORM WATER PLAN C1.20 MUNICIPALITY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. CONTRACTOR SHALL PROVIDE TRAFFIC UTILITY PLAN C1.30 CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS DETAILS- - C5.00-05.30 RD ROAD REQUIRED. PRIOR TO DISRUPTION OF ANY TRAFFIC, A TRAFFIC PLAN SHALL BE PREPARED AND SUBMITTED TO THE EROSION CONTROL PLAN AND DETAILS - - EC1.00 CONC. CONCRETE GOVERNING MUNICIPALITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS EROSION CONTROL DETAILS - - EC1.10 RET RETAINING IN PLACE. 1 4 10-08-18 SITE REVISIONS co m CPEP CORRUGATED POLYETHYLENE PIPE ROW RIGHT OF WAY SD STORM DRAIN 11. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF PORTLAND PRIOR TO THE START OF 3 09-10-18 PFI REVISIONS CTR CENTER(ED) CONSTRUCTION. EXISTING SITE SUMMARY: NEW SITE SUMMARY S.F. SQUARE FEET 2 08-22-18 TVWD REVISIONS DCVA DOUBLE CHECK VALVE ASSEMBLY 12. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE PROJECT ENGINEER AND THE PARCELS: WCTM 1S136DC, TAX LOTS 3200 & 3300 PARCEL SIZE: 25,567 SQ. FT. SS SANITARY SEWER CITY OF PORTLAND. PARCEL SIZE: 28,884 SQ. FT. BUILDING FOOTPRINT: 9,965 SQ. FT. 1 08-01-18 PFI AND TVWD REVISIONS DDCV DOUBLE DETECTOR CHECK VALVE STA STATION ZONING: TMU: TRIANGLE MIXED USE ZONE ONSITE IMPERVIOUS AREA: 22,167 SQ. FT. 13. ALL TESTING SHALL BE IN ACCORDANCE WITH THE PBOT STANDARD SPECIFICATIONS (LATEST EDITION). SUBDIVISION: ENOLA HEIGHTS ONSITE PERVIOUS AREA: 3,400 SQ. FT. MARK DATE REVISION/ISSUE D.I. DUCTILE IRON TOE TOE OF WALL, OR SLOPE ONSITE PARKING STALLS: 42 14. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL. SOLID WASTE STORAGE PROVIDED: 200 SQ. FT. ■ PROJECT NUMBER DRAWN BY CHECKED BY 17042-0032 JAS RTL TBM TEMPORARY BENCH MARK BUILDING HEIGHT: PER CITY OF TIGARD STANDARDS DIM DIMENSION T.C. TOP OF CURB DS DOWN SPOUT TG TOP OF GRATE TOP TOP OF SLOPE EL.= ELEVATION ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE TOW TOP WALL ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF EOP EDGE OF PAVEMENT OF TV TELEVISION WIRE THE ARCHITECT FDHILL ARCHITECTS FLOOR DRAIN Q FDC FIRE DEPARTMENT CONNECTION NOTICE TO EXCAVATORS: EMERGENCY TELEPHONE NUMBERS 0 ATTENTION: OREGON LAW REQUIRES YOU GENERAL CIVIL INFORMATION FFE FINISH FLOOR ELEVATION TO FOLLOW RULES ADOPTED BY THE NW NATURAL GAS POTENTIAL UNDERGROUND FACILITY OWNERS OREGON UTILITY NOTIFICATION CENTER. M-F lam-bpm 503-226-4211 Ext.4313 FH FIRE HYDRANT FL FLANGED THOSE RULES ARE SET FORTH IN OAR SEE PUBLIC FACILITY 952-001-0010 THROUGH OAR AFTER HOURS 503-226-4211 �ig , Safely. G GAS MAIN IMPROVEMENT PLANS FORPGE 503-4fi4-7777 952-001-0090. YOU MAY OBTAIN WORK IN R.O.W. Call the Oregon One-Call Center COPIES OF THE RULES BY CALLING THE CENTURYLINK 1-800-573-1311 GB GRADE BREAK CENTER. CITY BUREAU OF MAINTENANCE 503-823-1700 DIAL 811 or 1 -800-332-2344 NOTE: THE TELEPHONE NUMBER FOR aTY WA503- -4874 GM GAS METER THE OREGON UTILITY NOTIFICATION VERIZON�R 1-800-823483-1000 C0 . 00 GRD GRADE CENTER IS 503-232-1987). SHEET 1 OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 • 7 • 6 e 5 • 4 • 3 • 2 • 1 miiii GENERAL NOTES: GRADING NOTES: PAVING NOTES: 1. ERRORS AND OMISSIONS ARE THE RESPONSIBILITY OF THE "ENGINEER OF RECORD". IF ERRORS OR 1. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE CITY OF 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CITY OF PORTLAND STANDARD CONSTRUCTION P-1 OMISSIONS ARE FOUND AFTER THE PERMIT HAS BEEN ISSUED, THE PERMITTEE OR ITS CONTRACTOR SHALL TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS. ALL COMPACTION OF SUBGRADES, ROCK, AND ASPHALT SPECIFICATIONS, AND THE GEOTECHNICAL EVALUATION BY GEO PACIFIC ENGINEERING, INC. CONTACT THE ENGINEER OF RECORD (DAMON SMITH OF DCI ENGINEERS AT 503-242-2448) TO HAVE THE SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND THE r. CORRECTIONS MADE. ALL CHANGES WILL REQUIRE THE APPROVAL OF THE CITY OF TIGARD PRIOR TO THE WORK GEOTECHNICAL REPORT. 2. CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES AND THE CITY OF TIGARD TO OBTAIN BEGINNING. NECESSARY LOCATES 48 HOURS BEFORE CONSTRUCTION BEGINS. i T 2. ALL FINISHED GRADING ELEVATIONS SHALL MATCH EXISTING ELEVATIONS AT THE SITE'S BOUNDARY, EXCEPT H L L 2. ALL CONSTRUCTION SHALL CONFORM TO CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS (LATEST AS SHOWN OTHERWISE ON THE GRADING PLAN. WHERE CONFLICTS EXIST, THE CONTRACTOR SHALL NOTIFY THE 3. NO VARIANCE FROM THE SPECIFICATIONS AND NOTES SHALL BE ACCEPTED WITHOUT PRIOR WRITTEN EDITION). CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE SET OF APPROVED PLANS OWNER TO RESOLVE THE ISSUE PRIOR TO PROCEEDING. APPROVAL FROM THE CITY OF TIGARD. ARCHITECTS AND T OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS ON THE JOB SITE AT ALL TIMES DURING 3. EARTHWORK QUANTITIES HAVE NOT BEEN CALCULATED TO DETERMINE ESTIMATED VOLUMES OF EXCAVATION 4. CONCRETE, AGGREGATE BASE, AND ASPHALT MIX DESIGN SHALL BE SUBMITTED BY THE SUPPLIER AND D CONSTRUCTION. AND EMBANKMENT ON THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR CALCULATING THEIR OWN EARTHWORK APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY ROAD OR PARKING LOT CONSTRUCTION. 1 75 0 BLANKENSHIP R o A 3. ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM FROM A STATIC GPS OBSERVATION AS QUANTITIES. THE CONTRACTOR MAY WORK WITH THE OWNER TO IDENTIFY ON SITE BORROW SITES OR WASTE MATERIALS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. SUITE 4 0 0 COMPUTED BY OPUS. SITES. LL WEST L I N N . OREGON 9 70 6 8 5. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A METHOD THAT DOES NOT 4. GRADING: ALL GRADING SHALL BE LIMITED TO THE AREAS IDENTIFIED IN THE GRADING PLAN AND SHALL NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. THE PAVEMENT MARKINGS TEL 503 . 305 . 8033 FAX 503 . 305 . 3034 4. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. INFRINGE ON ADJACENT OWNERSHIPS. SHALL BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS. AY THESE BY YOU UE MON OBTAIN ABOU COPIES OFE , YOU RULESAFROM THE CENTER EN CALLING. YOU(503) 232-1987. IF YOU HAVE ANY 5. CUT SLOPES IN SOLID ROCK SHALL NOT EXCEED 1H:1V (HORIZONTAL:VERTICAL), AND SOIL CUT SLOPES 6. ALL EXISTING PAVEMENT SHALL BE REMOVED IN THE SECTIONS REQUIRING REMOVAL AND REPLACEMENT. THE QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. SHALL NOT EXCEED 2H:1V (HORIZONTAL:VERTICAL), EXCEPT AS SHOWN OTHERWISE ON THE PLANS. TEMPORARY EXISTING BASE COURSE MATERIALS IN THESE SECTIONS SHALL BE COMPACTED TO A MINIMUM OF 95% OF . DCI CALL 811 OR 1-800-332-2344. SOIL CUT SLOPES SHALL NOT EXCEED 2H:1V. MODIFIED PROCTOR DRY DENSITY AND WITHIN (2) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. ALL COMPACTION SHALL BE DONE IN ACCORDANCE WITH ASTM D-1557. THE NEW PAVEMENT SHALL BE 5. CONTRACTOR SHALL MAINTAIN FLOWS IN THE EXISTING SYSTEM AT ALL TIMES. 6. FILL SLOPES ACROSS THE PROPERTY SHOULD BE DESIGNED FOR A MAXIMUM SLOPE OF 3H:1V REPLACED TO A DEPTH OF THE PAVEMENT DETAIL SHOWN ON THESE PLANS. BASE COURSE SHALL MEET • (HORIZONTAL:VERTICAL), EXCEPT AS SHOWN OTHERWISE ON THE PLANS. REQUIREMENTS IN THE GEOTECHNICAL REPORT. . E I'l G I Il E E R S 6. ALL SEWER TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT 7. ASPHALT/CONCRETE PAVING SHALL CONFORM TO CITY OF TIGARD STANDARD SPECIFICATIONS (LATEST 921 SW WASHINGTON ST. • SUITE 560 CAVING AS REQUIRED BY OREGON OCCUPATIONAL SAFETY AND HEALTH (OSHA), CLEAN WATER SERVICES DESIGN 7. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND ORPORTLAND, OREGON 97205 AND CONSTRUCTION STANDARDS, AND THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS. HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING EDITION). PHONE:(503)242-2448 • FAX (503)242-2449 SUCH WORK. WEBSITE: WWW.DCI-ENGINEERS.COM 7. EXCAVATED SEWER TRENCH SPOIL MATERIAL SHALL BE DISPOSED OF AT A PROPER LANDFILL, OR APPLICANT 8. BEFORE PLACING THE BASE MATERIAL, THE SURFACE OF THE SUBGRADE SHALL BE PREPARED IN CIVIL I ST RUCTI..JIRAL SHALL OBTAIN A FILL PERMIT FROM THE BUREAU OF DEVELOPMENT SERVICES BEFORE BEING DISPOSED OF 8. FORM AND SUBGRADE INSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING THE CONCRETE. ACCORDANCE TO THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. ©Copyright to/tole D'Amato Conaersano Inc. Al Rights Reserved night C.odd the'ideas tad 7eyges Rr eat he euaed.s ehde r TWENTY-FOUR HOURS NOTICE IS REQUIRED FOR FORM INSPECTION. ON-SITE. UMMa aaareea a dam.aeY,eePaa, Il,,a ds wwulhorized . 9. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN ASPHALT PAVING LIFTS AND SHALL BE USED PRIOR TO 8. UNANTICIPATED CONTAMINATION ENCOUNTERED DURING CONSTRUCTION IN CITY RIGHT OF WAY. 9. REFER TO THE GEOTECHNICAL EVALUATION BY GEODESIGN FOR EXISTING SOIL CONDITIONS AND EARTHWORK OVERLAY, (CSS--1H), 50:50 DILUTION, 0.05 GAL/SY TO 0.15 GAL/SY OR AS DIRECTED BY THE ENGINEER. ALL Eu A) THE APPLICANT IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH PROPER CHARACTERIZATION, RECOMMENDATIONS. EDGES ABUTTING NEW PAVEMENT SHALL BE TACKED. w ��� PROFFf IDENTIFICATION ANALYSIS, MANAGEMENT AND DISPOSAL OF CONTAMINATED MEDIA ENCOUNTERED WITHIN � I N / 'THE THE CITY RIGHT-OF-WAY OR ON CITY PROPERTY. THE APPLICANT IS ALSO RESPONSIBLE FOR ALL 10. ON-SITE GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND ESC PLAN. GRADING 10. ALL PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. TESTS SHALL BE �,\AF� ' RESULTANT DELAYS. ON THIS SITE OR ANY OTHER SITE MUST COMPLY WITH ALL DEVELOPMENT REGULATIONS INCLUDING, BUT NOT CONDUCTED AT 100 FOOT INTERVALS OR 1 PER 3000 SQUARE FEET FOR EACH LIFT OR AS DIRECTED BY THE c. 866 5 �� B) THE APPLICANT WILL PROVIDE THE CITY (ENGINEER AND INSPECTORS) WITH COPIES OF ALL DISPOSAL LIMITED TO, GRADING PERMITS, SEPA REVIEW, DESIGNATED DRAINAGEWAYS, ETC. ENGINEER. ALL TEST REPORTS SHALL BE SUBMITTED TO THE CITY OF TIGARD PRIOR TO PROOF ROLLS. PERMITS FROM THE PERMITTED DISPOSAL FACILITY, ANALYTICAL RESULTS USED TO GAIN ACCEPTANCE OF SINGLE-AXLE 5-TON TRUCK PROOF ROLLS MONITORED BY THE CITY OF TIGARD PRIOR TO PLACEMENT OF �- OREGON 11. ALL EXISTING PERIPHERAL AREAS CURRENTLY SODDED AND NOT INCLUDED IN THE LANDSCAPE PLAN SHALL ROAD/PARKING LOT BASE AND ASPHALT ARE REQUIRED. CONCRETE AND ASPHALT TESTING SHALL BE AS 4 „ti THE CONTAMINATED MEDIA AND DISPOSAL RECEIPTS/DAILY WEIGH SLIPS. DAILY WEIGH SLIPS AMOUNTS BE RE-SODDED AND IRRIGATION REPAIRED IF DISTURBED BY OTHER WORK IN THAT AREA. 9 RCh lo N SHALL BE CHECKED AGAINST INSPECTOR'S DAILY REPORTS. THE APPLICANT MUST USE AN OREGON DIRECTED BY THE CITY OF TIGARD'S INSPECTOR. �jo 13, \ DEPARTMENT OF ENVIRONMENTAL QUALITY APPROVED DISPOSAL FACILITY FOR DISPOSAL OF THE 12. CONTRACTOR SHALL VERIFY AND MATCH THE EXISTING GRADES. WHERE APPLICABLE GRADES MAY NEED 11. ALL VALVE AND MANHOLE COVERS SHALL BE ADJUSTED TO PAVEMENT GRADE DURING INITIAL N q ' S CONTAMINATED MEDIA. ADJUSTING TO PROVIDE A POSITIVE DRAINAGE SLOPE. CONSTRUCTION.• s 9. FOUNDATION STABILIZATION MAY BE NECESSARY AS PER GEOTECHNICAL RECOMMENDATIONS. 13. TOP OF CURB (T.C.) IS 0.5' ABOVE ACP OR CCP UNLESS OTHERWISE NOTED. 12. ALL CONCRETE EDGES MUST BE ROUNDED TO A 1/4 INCH RADIUS, EXCEPT WHERE SHOWN OTHERWISE ON 10. MAINTAIN MINIMUM OF 36" OF COVER OVER ALL PIPE IN UNPAVED EASEMENT AREAS. 14. RIM ELEVATIONS OF UTILITY AND DRAINAGE STRUCTURES SHALL BE INSTALLED SO THAT RIMS MAY BE DRAWINGS. ALL ASPHALT SHALL BE 1/4 INCH ABOVE CONCRETE EDGES, MANHOLES, AND VALVES. 721\1D AVENUE 11. THE CONTRACTOR SHALL INSTALL MARKER BALLS ON ALL STORM AND SANITARY SEWER MAINLINE PIPE AND ADJUSTED ±0.5' TO MATCH FINISHED GRADE. 13. ALL PHASES OF WORK SHALL BE INSPECTED AND APPROVED BY THE CITY OF TIGARD. LATERALS. 15. LAYOUT CURB AND SIDEWALK BEFORE SETTING VALVE BOXES AND UTILITY APPURTENANCES TO ENSURE 14. ALL TRAFFIC CONTROL, IF REQUIRED, SHALL CONFORM TO THE APPLICABLE REGULATIONS SET FORTH IN THE APARTMENTS 12. MARK ENDS OF ALL STUB OUTS AND LATERALS W/CONTINUOUS PRESSURE TREATED 2" x 4". TOP 12' TO THERE IS NO CONFLICT BETWEEN STRUCTURES AND HARD SURFACES. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). '" BE PAINTED WHITE AND STENCILED WITH BLACK 'ST' FOR STORM OR PAINTED GREEN AND STENCILED BLACK 16. INET WEATHER CONSTRUCTION ANC? CONSIDERATIONS SHALL ADHERE TO THE RECOMMENDATIONS IN THE 15. ALL THE OPERATIONS SHALL CONFORM TO THE APPLICABLE REGULATIONS SET FORTH BY ICC AND OSHA. 1174 .J 1 2 N D d "SS" FOR SANITARY AND WITH PIPE SIZE, MATERIAL TYPE, AND PIPE DEPTH. BURY 2" x 4" TO I.E. OF STUB OR GEOTECHNICAL REPORT. o LATERAL. 16. HALF-INCH EXPANSION JOINTS SHALL BE INSTALLED AT PROPERTY LINES; HOWEVER, JOINTS SHALL NOT 17. EXCAVATOR MUST COMPLY WITH GRS 757-541 TO 757-571 (UTILITY PRE-NOTOFICATION, ETC.) EXCEED 100 FEET APART. CONTROL JOINTS SHALL BE INSTALLED AT 10 FOOT INTERVALS, HALF STONES ARE AV E N U E 13. CITY OF TIGARD MAINTENANCE OF HOUSE BRANCHES END AT THE PROPERTY LINE IN RIGHTS-OF-WAY AND NOT ALLOWED. AT THE END OF THE TEE IN EASEMENTS. 14. INSTALL LATERAL CURB MARKERS ON ALL NEW LATERALS. WATER NOTES: 17. ASPHALT BINDER SHALL BE PG. 70-22. TIGARD , OREGON 97232 15. CITY OF TIGARD APPROVALS AND PERMITS ARE REQUIRED FOR PRIVATELY MAINTAINED SEWER, INLETS, INLET 1. WATER LINES AND FITTINGS 4" TO 12" SHALL BE DUCTILE IRON, CLASS 52 (AWWA C151 APPROVED) WITH 18. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT A NEAT VERTICAL EDGE LEADS & SERVICE LATERALS CONSTRUCTED OUTSIDE OF PUBLIC RIGHT-OF-WAY OR SEWER EASEMENT. ALL MECHANICALLY RESTRAINED JOINTS AND ZINC COATING AND POLYETHYLENE ENCASEMENT. FITTINGS SHALL BE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE FOR 72ND AVENUE PROPERTY. LLC WORK APPROVED UNDER PLUMBING PERMITS SHALL BE PRIVATELY OWNED AND MAINTAINED. ZINC COATED AND AWWA C110 OR C153 DUCTILE IRON WITH MECHANICAL JOINTS. NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT • LOCATION AND THE JOINT SEALED WITH GRADE AR-4000W PAVING ASPHALT. ■ 16. STREET RESTORATION SHALL BE PER THE REQUIREMENTS OF THE CITY OF TIGARD PUBLIC FACILITIES 2 2. WATERLINES SHALL BE INSTALLED WITH TOP OF PIPE ELEVATIONS 36" BELOW FINISHED GRADE UNLESS 19. FORM AND SUBGRADE INSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING CONCRETE. 1 I IMPROVEMENTS PERMIT. OTHERWISE NOTED. PROVIDE TRENCHING AND BEDDING PER TVWD WATER SYSTEM DESIGN AND CONSTRUCTION TWENTY-FOUR HOURS NOTICE IS REQUIRED FOR FORM INSPECTION. STANDARDS. 3. VALVES 8" AND SMALLER SHALL BE GATE VALVES, RESILIENT SEATED, NON-RISING STEM VALVES WITH 20. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND/OR 0-RING SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO HORIZONTAL ALIGNMENT, SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. UTILITY NOTES: AWWA C509 OR C515. 1. CONTRACTOR SHALL COORDINATE WITH PORTLAND GENERAL ELECTRIC AND NORTHWEST NATURAL GAS 4. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502 AND THE TVWD WATER SYSTEM DESIGN AND UTILITIES FOR ALL NATURAL GAS AND/OR POWER SERVICE WORK ON THE PROJECT SITE. CONSTRUCTION STANDARDS. SEWER NOTES: 2. CONTRACTOR SHALL COORDINATE WITH FRONTIER COMMUNICATIONS OR COMCAST FOR ALL 5. TVWD RESERVES THE RIGHT TO WITHHOLD INSTALLATION OF WATER METERS UNTIL THE PROJECT HAS BEEN 1. ALL SEWER CONSTRUCTION PROCEDURES AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD TELEPHONE/INTERNET SERVICE WORK ON THE PROJECT SITE. GRANTED FINAL ACCEPTANCE. PUBLIC IMPROVEMENT DESIGN STANDARDS OR CWS DESIGN & CONSTRUCTION STANDARDS. 3. RIM ELEVATIONS OF UTILITY STRUCTURES SHALL BE INSTALLED SO THAT RIM MAY BE ADJUSTED ±0.5 FEET 6. THE AMOUNT OF DEFLECTION ALLOWED SHALL NOT EXCEED THE VALUES IN TVWD DESIGN STANDARDS TABLE 2. ALL SIDE SEWER LINES SHALL BE 6" AS INDICATED ON THE PLANS. TO MATCH FINISHED GRADES. 3.1 OR FIFTY PERCENT OF THE VALUE RECOMMENDED BY THE PIPE MANUFACTURER, WHICHEVER IS LESS. 3. ALL SEWER MAINS AND SERVICE LINES SHALL BE LOCATED TO MEET STATE SEPARATION REQUIREMENTS. 4. CONTRACTOR SHALL PLACE MARKING TAPE IN THE EXCAVATION TRENCH AT MID-DEPTH LOCATION FOR ALL 7. CONNECTIONS TO EXISTING MAINS FOR PROPOSED MAINS OR SERVICES LARGER THAN 2 INCHES IN DIAMETER UNDERGROUND SIDE SERVICE INSTALLATIONS FOR THE PURPOSE OF ALERTING ANY FUTURE EXCAVATION IN THE SHALL BE WET-TAPPED BY A TAPPING CONTRACTOR USING PROPER EQUIPMENT, UNLESS OTHERWISE 4. ANY SIDE SEWER THAT DOES NOT MAINTAIN A MINIMUM OF 18" COVER AT WATER MAIN CROSSINGS, OR a SPECIFIC AREA. INSTRUCTED BY THE DISTRICT ENGINEER. CONNECTION TO THE SYSTEM SHALL BE DONE IN THE PRESENCE OF WHERE THE SIDE SEWER MUST CROSS ABOVE THE WATER, SHALL BE SLEEVED WITH A CONTINUOUS 20' SECTION in THE INSPECTOR. QUALIFICATIONS FOR THE PROPOSED TAPPING CONTRACTOR, ALONG WIN A DETAILED OF C900 PVC WATER PIPE CENTERED ON THE CROSSING. 5. SEE LANDSCAPE PLANS FOR IRRIGATION SYSTEM. DESCRIPTION OF THE TAPPING METHOD, CONNECTION PLAN SHALL BE SUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. UNLESS OTHERWISE AUTHORIZED, ONLY DISTRICT STAFF ARE 5. SANITARY SEWER PIPE SHALL BE PVC ASTM D 3034, SDR 35, OR ASTM F 789 WITH PUSH-ON JOINTS AND 6. SEWER LINES MUST BE LAID 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER LINES. THE ALLOWED TO OPERATE VALVES THAT ARE CONNECTED TO THE DISTRICTS WATER SYSTEM. RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477. PROVIDE TRENCHING AND BEDDING PER DISTANCE SHALL BE MEASURED EDGE TO EDGE. CITY OF TIGARD STANDARDS. 8. LOCATION OF EXISTING WATER MAINS AND SERVICES SHOWN ARE APPROXIMATE AND ARE BASED ON 7. SEWER LINES CROSSING WATER LINES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INFORMATION PROVIDED BY THE SURVEY. CONTRACTOR SHALL VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION. 6. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED JOINTS. SIDE SEWER INCHES BETWEEN THE OUTSIDE OF THE SEWER AND THE BOTTOM OF THE WATER WITH THE SEWER LINE BELOW CONNECTIONS SHALL BE MADE BY A TAP ON AN EXISTING MAIN OR WYE BRANCH FROM A NEW MAIN THE WATER LINE. IF THIS CANNOT BE ACHIEVED, THE SEWER LINE MUST BE ENCASED 10 FEET ON EACH SIDE 9. ALL PIPELINES INTENDED TO CARRY POTABLE WATER SHALL BE TESTED AND DISINFECTED BEFORE PLACING IN CONNECTED ABOVE THE SPRINGLINE OF THE PIPE. m SERVICE. 4 10-08-18 SITE REVISIONS OF CROSSING WITH A CONTINUOUS 20 FOOT LENGTH OF C900 PVC PIPE. 7. ALL SEWER MAINS SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A LICENSED ENGINEERING OR 8. CONTRACTOR TO POTHOLE ALL UTILITIES AT PROPERTY LINE PRIOR TO CONSTRUCTION. CONTRACTOR TO 10. FIRE DEPARTMENT CONNECTION (FDC) LOCATIONS AND SIZES TO BE COORDINATED WITH SPRINKLER SURVEYING FIRM QUALIFIED TO PERFORM SUCH WORK. 3 09-10-18 PFI REVISIONS VERIFY DEPTH, SIZE AND MATERIAL OF EACH SERVICE. IF DIFFERENT THAN THE PLANS, THE CONTRACTOR SHALL CONTRACTOR. PLACEMENT MUST BE WITHIN 150' OF FIRE HYDRANT. IMMEDIATELY CONTACT THE ENGINEER OF RECORD. 8. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS. 2 08-22-18 TVWD REVISIONS 11. STANDARD WATER SERVICES TO HAVE STATE APPROVED BACKFLOW PREVENTORS INSTALLED IN EITHER AN ALL WATER AND SEWER MAINS AND LINES SHALL MEET STATE SEPARATION REQUIREMENTS. 9. SLEEVING: PROVIDE SLEEVING AS REQUIRED UNDER SIDEWALKS, PATHS, CURBING, PAVING, ETC. AS NEEDED APPROVED VAULT OR IN BUILDING RISER ROOM. REFER TO PLUMBING PLANS FOR INFORMATION. 1 08-01-18 PFI AND TVWD REVISIONS FOR IRRIGATION ACCESS. ALL SLEEVING SHALL BE PER THE LANDSCAPING PLANS OR 4" PVC WITH AT LEAST 9. ALL SEWER PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" 12" OF COVER (1) FOOT BELOW FINISHED GRADE. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVING 12. CONTRACTOR SHALL FIELD VERIFY THE LOCATION, ALIGNMENT, DEPTH AND INVERTS OF ALL EXISTING UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR MARK DA IL REVISION/ISSUE BEFORE CURBING, SIDEWALKS, PAVING, ETC. IS INSTALLED. SEE LANDSCAPE PLANS. UTILITIES PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. NOTIFY OWNER IMMEDIATELY OF EXISTING UTILITY BACKING MARKED SANITARY SEWER, THAT CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL illmonommminumi CONFLICTS WITH NEW CONSTRUCTION• . BE TERRA TAPE "D" OR APPROVED EQUAL. • PROTECT NUMBER DRAWN BY CHECKED BY 10. UTILITY SEPARATIONS, INCLUDING WATER AND SEWER OR STORM CROSSINGS, SHALL BE IN ACCORDANCE 17042-0032 MS RIL WITH CITY OF TIGARD AND CWS STANDARD PLANS. 13. MAINTAIN A MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER, SANITARY SEWER AND STORM WATER 10. UTILITY SEPARATIONS, INCLUDING WATER AND SEWER OR STORM CROSSINGS, SHALL BE IN ACCORDANCE LINES, WHERE POSSIBLE. WITH CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS. imm 11. PRIOR TO BACKFILL, ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF TIGARD CONSTRUCTION INSPECTOR. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM CORRECTION OF 14. SEE PLAN FOR PIPE TYPE, SIZES, AND LENGTH. 11. PIPE BEDDING SHALL BE IN ACCORDANCE WITH CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS. ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE 12. ALL SIDE SEWER CONNECTIONS SHALL BE INSTALLED PER CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF TIGARD FOR THE REQUIRED INSPECTIONS. 15. UTILITIES TERMINATE 2' FROM BUILDING. SEE PLUMBING/MECHANICAL PLANS FOR CONTINUATION WITHALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE BUILDING. CONFIRM LOCATIONS PRIOR TO CONSTRUCTION. STANDARDS. ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. a 16. PROTECT ALL EXISTING UTILITY LINES AND STRUCTURES. p MILL ARCHITECTS A ¢ �� STORM WATER NOTES: GENERAL NOTES 1. RIM ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE INSTALLED SO THAT RIMS MAY BE ADJUSTED ±0.5 CONTRACTOR NOTE: FEET TO MATCH FINISHED GRADE. ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO 2. STORM SEWER PIPE SHALL BE PVC ASTM D 3034, SDR 35, OR ASTM F 789 WITH PUSH-ON JOINTS AND BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477 UNLESS OTHERWISE SPECIFIED IN THESE TO ANY CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT PLANS. PROVIDE TRENCHING AND BEDDING PER CITY OF PORTLAND STANDARDS. INCLUDING BURIED UTILITIES ARE SHOWN AS ONE-CALL NUMBER INDICATED ON RECORD MAPS AND SURVEYS 3. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT THE FILTRATION CAPACITY OF STORM WATER FURNISHED BY OTHERS. WE ASSUME NO LIABILITY Ilk FACILITIES FOR THE ACCURACY OF THOSE RECORDS AND ��� e SEE PUBLIC FACILITY SURVEYS. CONTACT THE UTILITY OWNER/AGENCY �,�•1, O O 1 IMPROVEMENT PLANS FOR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN IF CAFE TWO BUSINESS DAYS WORK IN R.O.W. AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEET 2 OF 12 8 • 7 • 6 • 5 • 4 • 3 • 2 U 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 ' x 1. 1 - P1.11 EV-34 VI I HILL il I 1 REFERENCE NOTES: -N°P VR {K HG -,Q____ 1 I Cr SAWCUT ASPHALT PAVEMENT TO NEAT VERTICAL EDGE. ARCHITECTS I F C3 2Q DEMOLISH AND REMOVE ASPHALT PAVEMENT. 17 5 0 B LAN K 4NSo o P ROA D SUITE W I 0 DEMOLISH AND REMOVE EXISTING TREE, REFERENCE LANDSCAPE PLANS. W WEST L I N N . O RE G O N 9 7 0 6 8 I I ® DEMOLISH AND REMOVE EXISTING GRAVEL. TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 OX IT v} I Q DEMOLISH AND REMOVE EXISTING CONCRETE STAIRS. x momimiiiiiiilin 1 1 © EXISTING BUILDING TO BE REMOVED. BUILDING REMOVED UNDER DEMOLITION PERMIT. SEE . DCI' ■o: 1 1 ARCHITECTURAL PLANS. I I Q DEMOLISH AND REMOVE EXISTING BRICK. `°T ' I ■ EfGIflEERS ■ x I LOT 6 1 ® DEMOLISH AND REMOVE EXISTING CONCRETE PAVEMENT. 0 I 921 SW WASHINGTON ST. • SUITE 560 C) DEMOLISH AND REMOVE EXISTING FENCING. PORTLAND, OREGON 97205PHONE:(503)242-2448 • FAX(503)242-2449 X41 WEBSITE: WWW,DCI-ENGINEERS.COM 2U.J9 • Tis,, 1�� 1 10 EXISTING OHP TO BE RELOCATED UNDERGROUND. COORDINATE MTh UTILITY PURVEYOR. C IN/11_ / STFUCTu�aL *Copyright 10/2018 [Amato Conversano Inc. All Rights Reserved I L ( 1 I 11 CONTRACTOR TO ABANDON EXISTING WATER SERVICE AT THE MAIN IN SW 72ND. COORDINATE , a�the;dose an=,,^s ma,not ha re,sd, wh9b 73519 WITH e m A�rl,Wxhoul.riSSen IM+mlenm Irmn Olmoto C^nversano Inc. \ x I 771TH TVWD. N'Mwln Ccnversnnc Inc,d�scicim,cnr rcaWnaihll�lY Icr Ile woull,u�xed see . it, D NWT TAX LOT 3100 I TAX LOT 3000 2 ' - 12 EXISTING CLEANOUT TO BE DEMOLISHED AND REMOVED. 1 tip= IrFan.z>st� PROPERTY LINE © Q w �t��.D PROFff�, 14'IE(E}=233-36 14 L0, 23454 x " 225 - I e �'0f '� WOOD ENCS V s,Z6 1 " P17Z 13 EXISTING STREET LIGHT TO BE REMOVED/RELOCATED, COORDINATE WITH UTILITY PURVEYOR. \ F,t�G I NeE',Q /y ,u1 N 68'04'21" E 182.5 '',��L Its 11\, 9 �- y'x \lll�' 1151 SI. 1 a TJ91 �L6 /\ 7 �' 866 5 9i�� d 7334 136.5 WIRE FE 137.9 /T� •6 1 1£ -- - _ / - 1"'' E 13" EV 3xL2" REMOVE 14 EXISTING ROCK WALL TO BE DEMOLISHED AND REMOVED. X ` �.�' _ H - 7 .,�„/�,� CONCRETE BLOCK �° OREGON 1 Zf"� 244.2 r WALL 15 EXISTING ELECTRICAL SERVICE TO BE DISCONNECTED. COORDINATE WITH UTILITY PURVEYOR. 4 * 1, 12 ® 15 16 7424 9 ROH 13, ti9 \N RC1. Q ► L EXIST. RIGHT OF WAY 229.3 .E 3x6" 1 16 EXISTING GAS METER AND SERVICE (NOT SHOWN) TO BE DEMOLISHED AND REMOVED. COORDINATE Off/ a SA, 2426 WITH UTILITY PURVEYOR. PLrT7'tfi , .3 2 WV 717.. x241.4 W Q • q��� ,� ' IS LINE BASED ON SN 30893 BY W/N tel I ' , 1 I ',71 s 17 DEMOLISH AND REMOVE EXISTING CONCRETE WALKWAY. ■ :i LD 1J<. x PACIFIC - © _ 243466 /21365 '‘ 243 Y 233.65 $ 4 :FI'EL=.'4Y15TiNG BUILDING IMiMM� o. � EV-32 I 112.918 t1�77�2p� �I I ] I I = r�22 �. " `•4z x I � I OT 6 P1tI9s SW72N1-e UE 72ND AVENUE I •IGHT OF WAY LINE PER W&H SN 30893 91 " ,/ ����a_i +g © 1LIrt: 46.214 APARTMENTS '6R THE CITY OF TIGARO PJ9.P / '.I I I I 'M1 12 ' 2422 0 a 25.1 / I I I I I O.77W I I I I l P136: Q EXISTING DRAT AGE EASEM tN /47.26 : °I I I I I r� .23417 _ / .22 „ I , ,IN 1 . 241.5 SURVEYOR'S NOTES: 11 WILL BE ABANDONED /5 24L 7u.3. • 142183 n • XLD I ' o - (ENOLA HEIGI �UBDI fl yFEL-2 / I ' 2 / 0 1. BENCHMARK: THE ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM 1174 0 SSV 7 2 N D 73R0< 'r3a90 / 747.1if,� 7 `� su.66 7.4C a 23xu (n 'I 1 n soCUL4ERT BOOK 16, PAGE 31} ti, 1►, . p1J 7427" �^ FROM A STATIC GPS OBSERVATION AS COMPUTED BY OPUS. 7u.,. / /1 ., I h 10"IE(E}=233.90 Yfr EL •!.J f 0' f EL=241.7; T1J.5 144.6 V J �. ^ / f 1<r.5 14P'�' TAX LOT 2900 X } 1 �L -- T 7*76 ',� 71O 2. CONTOURS ARE AT ONE-FOOT INTERVALS AND ARE COMPUTER GENERATED. AVENUE l 1 y 236.37 2p.16 / L. / //// ///241,1,;,, ,.1.59 T _ 7tS.BJw .-- Z 7,6 OE 8 79 `- 9 L�2 P35.9 � - 711.51415 2 413. el-.,..- - - 3. UNDERGROUND UTILITIES ARE SUBJECT TO ACTUAL FIELD LOCATION. J<.. ��1' Od •ZJ6.9 EXiSTIN : a „ ► -- ,, " 2�.6 1446 lJ I YI7.7 120 117.0 n. 1<J ; 7 X Z I 23J�, -o ri. - 128.7 141.7 s_ :- 4. ALL UTILITIES MAY NOT BE SHOWN. TIGARD , OREGON 97232 ''91724,..:. _, ' 7u.7nv OE 20"N�,� l� 2100 P4@., 110 ^"W^„ �+' 9 PROPERTY LINE 23164 ���rx =PP' -' ID - EMENOTEPERAPNA7Ei 24a 1wa ,.7 2279 .. 4 5. TREE SPREADS ARE NOT TO SCALE. FOR: 72ND AVENUE PROPERTY, LLC �n 140.7 47 EV 3 (IORL 16, PACES}}UB01�51DN, " 240.4 fir ';41.9714 2354! - 6. NO TITLE REPORT WAS PROVIDED THEREFORE ALL EASEMENTS MAY NOT BE ■ 729.0 ■ I ,l.` �� 739.n 4,29'!0 ��� PJ9.r.+ ,a 239.16 ' �� 1239.16 n0 J'� 0 A 4 SHOWN. 2355 239.18 - S _SOCEI 3,ei 77, .f9.Jg IJ9!L OLD I 10 IN(N}- it Z�4 ail - © �h V 1/\ . 132.57 ^V ,37.9 / 1 B3 239.2 Si9.T@S �� ? ' 242.91W • X o T39fi U 9 2 ����� @n/ , , VERTICAL DATUM, 24T.3JW EXISTI G BUILDING 219.6"' h*,�` '141"7!M' �. 1Ik '' 'TER 61 50 / ° g9'�y5 if S'a` 1427 NAVD 88 PJZ.J9 . 1-.7 lit- fl a_240.! �C- I1 3@6 22906'LM1y°+ �b RICK SW AVENUE ; q 4 +, EASEMENTS: ""t-° 736. "2341 = 239.1 1J937W 3.7 ry5S a 247.9@W 445 m 10' WIDE DRAINAGE EASEMENT PER PLAT (ENOLA HEIGHTS SUBDIVISION, BOOK 1 732.26 `f ® 127.1 136 PLANTER 239.40/ • • • 7 -.4":-.11P .'.6B J 241.17W 1423 . I e) ww 7372 Ir a F,a 239.56 a 239.27 i? 4 6 16, PAGE 31). INFORMATION PROVIDED BY SURVEYOR. u X /t(..G. // 1'-� \O . .taY l a fJ9.0 ° Ijp� -13�,129.2710 1456 Z '( 1. • IIYJ{',OF O 1 J ;-.4'.. PJ9.7 , as m, x w et:, \ • SJJ. 7 �.TJ! a SJd61 / O 14P.I o w V, 7 238.'61' ° 4 • 239 X �� 1 TEMPORARY BENCHMARK: a 4 . A 4-I U �2--r d , / 15 16 4 `®' 23936 a ° 239.69W$24731x, 7427 Ps29@+A THE ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM FROM A X x I © c' EL-1369 ° ° d DE '" STATIC GPS OBSERVATION AS COMPUTED BY OPUS. 131.95 I ` I 13.�'"I _ - . 79 _ / / aea d 4SI.o14ø _73539 T3d177� ° $'//17'//// I'�`236.2 71 '.•239.37 139.56 ' DE 12 �•. ./.�.'1.. r�!131.9 W000FEW* _ 9' 1.� ?38) DE . r : E "�,2,I./ L°T ENGINEER'S NOTES.. 73959 - 44. +��^ - M1_ msy-,.- LJ =MI.7; PLAT LINE °lily A .7i9.0,7 �I* P<l.< �73:80 I■' n\-1P S a�f 2, W 183.06 6o FENCE ° °E 2X7" 1. SOME UTILITY INFORMATION WAS ADDED TO THE ORIGINAL SURVEY BASED DE 6" ON INFORMATION FROM THE UTILITY PURVEYORS, AND AERIAL IMAGES. SOME • ,ba n © INFORMATION WAS HAND SKETCHED FROM AERIAL IMAGES AND THEREFORE �,,9,yc 0 5 ® PROPERTY LINE UTILITIES MAY NOT BE ACCURATELY LOCATED. LOCATION OF UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR CONSTRUCTION. 'ao L�\/P 1'tv, 216.83' I I ® t-' j//�///////////% TAX LOT 3400 /\ 1�2� 2,,2. / f 1 2. REFERENCE GEOTECH REPORT FOR TEST PIT BORING LOGS. z hex 047 1 agar / X 0 1� qtr E,�. >< LOT 10 * NOTE: 13'"x" _ THIS SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS �� , ��WM_23I49 ARE EXPRESSED OR IMPLIED. THE SURVEY WAS FURNISHED BY OTHERS. 01 10'IN(N)=229.79 4 10-08-18 SITE REVISIONS 10"OEl-F(5)=229.69 co co V) oe I SURVEY PROVIDED BY: 3 108 PFI REVISIONS X PIONEER DESIGN GROUP, INC. 2 08-22-18 TVWD REVISIONS , I 9020 SW WASHINGTON SQUARE ROAD. SUITE 170 PORTLAND, OR 97223 1 08-01-18 PFI AND TVWD REVISIONS PHONE: 503-643-8286 a MARK DAIS REVISIDN/ISSUE Ln 41 ■ LD - *BORING LEGEND: ■ PROIECT NUMBER DRAWN BY CHECKED BY (VX 17042-0032 JAS RL DEPTH GROUND SURFACE ELEV. x ? LIimin B1 41.5' 239' B2 26.5' 240' 6 ai>'‹ A 11.5, 237' !Cr\�/I ADRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE y 4 83DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF r ) THE ARCHITECT v� ----i GRAPHIC SCALEa 0 HILL ARCHITECTS a X 1 za 0 10 20 EXISTING SITE SURVEY xotd CONTRACTOR NOTE: ( IN FEET ) & n ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO 1 inch = 20 ft. I I Z BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR DEMOLITION PLAN TO ANY CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS ONE-CALL NUMBER FURNISHED BY OTHERS. WE ASSUME NO LIABILITY lk FOR THE ACCURACY OF THOSE RECORDS AND 1,•.�/� 811 CI . SEE PUBLIC FACILITY SURVEYS. CONTACT THE UTILITY OWNER/AGENCY 00 IMPROVEMENT PLANS FOR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN li CALL TWO BUSINESS DAYS WORK IN R.O.W. BEFORE YOU DIG AREAS CRITICAL TO CONSTRUCTION. - SHEET 3 OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 I NEW FIELD INLET x RIM = 233.50 I .---. H 12" IE OUT = 232.58 1 Pi SD CULVERT 0 0 HILL 10" IE(E)=233.36245.90TOWo0C N #AD1 11 5 / TOW ,� TOW/ TC_ 1 236.80 0 2330 0 20150 88.04' E 82.57' RIM f/ 495 REFERENCE NOTES:El 24540TG '1 \2452 - 5.401 0 1750 BLANKENSHIP ROAD 1 a -- / 44.9OFS I FS 11 1 PROVIDE NEW CONCRETE CUR: PER CITY OF TIGARD STANDARD DRAWING NO. 2 I � d O 10 • 238.50f 244.99 245.58TC - tv 125, SEE DETAIL 10/C5.00. SUITE 400 235. 6 2 FS ��*���� _ IFS 245.08FS I '" 12 e WEST LINK , OREGON 97068 w ._.. / 23543 3 °} 238.75 ��� �'-1 II 2Q PROVIDE NEW CONCRETE STAIR, SEE LANDSCAPE AND ARCHITECTURAL DETAILS. TEL 503 . 305 . 3033 FAx 503 . 305 . 8034 C' 568 238.25 238.10 FS ',ip �• •',•;•;•;• / 246.20TC I / /FS FS �'I ' ' \$45 06 � 24508 24530 245.70FS 3 PROVIDE NEW ASPHALT PAVEMENT (PRIVATE), SEE DETAIL 3/C5.00. 'T �i 235- "c-c.�39 1 -$ 1 - 235.86 A7\ FS _ A 35.3.1 1 i 23562F 3586 �- ;� r,, '- 23% ® PROVIDE NEW BIDDER DESIGN CONCRETE RETAINING WALL. 2- • ' F 2 . FS FS - !I \ \ 1.0% 245.90TC/ 1 SU. '- 244.496TC 245.12 1 ' . .. . . ._ 1 �' -- - �`°''� b` ' FS 24540 Q 0 PROVIDE NEW ACCESSIBLE PARKING STALL STRIPING AND SIGNAGE, SEE DETAILDCI 246.00 tY it I c�, CCF `�� �= i . I I 4 TOW/GRATE / , ,r +, I� 24554TC 6/C5.00. • W 235.26 #4 ,,•♦• I '' 245 04FS © _ 24.6,80 ' '{'A" ® CONTRACTOR SHALL RADIUS CURB DOWN TO FLUSH WITH PAVEMENT, SEE • E f G I I`l E E R S 1.9 235 30FF TOW : •, \24564\ 245.55TC \24521 DETAIL 5/C5.00. 921 5W WASHINGTON ST. • SUITE 560 - I --•35110 23526 FS 245.05FS FS I 246.30 - PORTLAND, OREGON 97205 FS O '{+{•{{•+{ •{ _ / WEBS TE503WWW DCI ENGINEE{RS COM 503) 2449 24»1 � 15% /I TC 70 PROVIDE CONCRETE PASS-THROUGH. -� }� CfVIL / STF2LJC"T-L1F2AL d I ©Copyright t0 2018 D'Amato Conversano Inc PTI Rights Reserved JI 246.80 �46� © ® PROVIDE NEW ONSITE CONCRETE SIDEWALK, SEE DETAIL 9/C5.DD. ero/2oia aogmem,.nd tM'a.o:one aee;gns mcy nqt ne re..d rhgk o TOW • ••••, II ' ., •* ••;i a gnve.spnp nC. , Omy Y qr 10 un urho.a use •; 246.25 TG O Clhqut rntlen perm�lafign fqm 'PmaFq Coneraonq enc. ony respon baRy f a i d `�=� • •• 9Q PROVIDE CURB CUT-OUT PER CWS STANDARD 401, SEE DETAIL 1/C5.20. .. x ® / 245 75FS 24iimummulimmem • - 246.30TC 246.90TC i 246.40FS\ 10 PROVIDE TRENCH UNDER DRAIN• , SEE DETAIL 7/C5.20. P ��,� / 245.80F5 RIDGE - - - - - =` w 235.58 - - �..------ 11 TRASH REFUSE ENCLOSURE, SEE ARCHITECTURAL PLANS. \'��ND IN NE-4-- I 1246.47 246.35 ,_- J - a5.58 FS !r� FS FS 1.`I; o F' R .4 ,iii 1 8ss s �I,� FS o I 246.25TC 12 PROVIDE NEW CONCRETE PAVEMENT IN TRASH ENCLOSURE, SEE DETAIL i .... \ 24 I i --,i: 245 75FS , 4/C5.00. oREGaN -,-ter . . . ' o 1H < TOW _ �I 13 2' WIDE, 6" DEEP SPILLWAY IN SEPARATION PLANTER WALL q�,�CH 13, 1-6‘,‘\ Q S -+ J 235 41 TOW • • • • • • •'°. ^ © l , N 14 PLANTER WALL BLOCK-OUT, SEE STORM WATER PLAN N � � � X55.58■ Kf �1 / /FS 410FS } • -F r . 234.26 24520TC u-)r S) ' VlR FS W 1 1i►' IEE 2 3. :•: : 244.7oFS 4580TC 246.00TC ° 72ND Avg N UE D /7- t '� 11740 40 S Tf . 72ND AVENUE ••♦•♦••• •,' � 5.3U 245.4OTC 14% 22453OFS 245.5OFS\ j '.'.'.':'±':' /•} 44.90245.45TC 245.74TC APARTMENTS _i < . - 1 -1 i234.30FF ♦ ♦ • 244.95FS 24524FS / 245.80 Z I■■ 246.80 ' ♦ ' . , • - RIDGE \ TC - ► e TOW �':•:••••�'•' y • • 2 1 , 11740 Sw 72ND p ,44brT;=� \ f---- cn I l 1 -a' O1 44.91 TC ` 24 .15TC 1.7% 24562T 24 245$6TC/ Q " 1. ':C `'-Ar.. 245 2 -- [ o I ' ` ` ' FS 244.41 FS 244.65FS 245.12FS 45.36FS I _ -� ��Y • � � AVENUE - 1 , 4: 0 234.26 . � TC x I 00 � * ~ 244.10 C �/ FS t 245 ; 8 N 7 mi 6 N 5 m 4 N 3 N 2 s 1 limii 1 r_1 ANEW FIELD INLET I RIM = 233.50 A I r _____ / 12" IEOUT = 232.58 I 1 C EVE'T HILL I � 10' IE{E =233.36 45:0P.01/6104"IE - 236.82 ', #ADI 0 / 23LF Z/1- 4" IE - 23676 ix N 88°04'21" E 18 . 7 x f ARCHITECTS -, - - \ E E x/ x \ 1 75 0 BLANKENSHIP ROAD t _.. E TI R - E --..._ '�- _ ` RIM - 244 90 SUITE 4 0 0 O ¢ SD 4 IE OUT(S) - 24365 STRUCTURES "74 W �, , ,,- ti f m - E '!_ �'_ _ " OREGON 97068 1 O I WEST LINN vz. fL I 1 I CB/AD# RIM ELEV. I.E. (N) I.E. (S) I.E. (W) I.E. (E) DEPTH TEL 503 . 305 . 8033 FAX 503 . 3O5 . 8034 a17_2_1-- 1 :+244:/4-6.;:e.i:j:*I ' ' m- - , Lt V ylil! #CBI 244,90± 243,65 3.25' __ Dci v1 - J '• ,� BF #CB2 244.70± 243.07 242,36 I _��� L ��' � 0 BF #CB3 233.01± 230.68 231.89 - _ ��~": N •••I CB 244.00± 242.00 4,00 • W d - ;,t1.4.-r.34i . I #ADI 237.85± 237.15 2.03 ' EE`1GIr1EERS 2' I� 1' TALL7:1 ' ' ' ' ' #AD2 245.10± 241.60 241.10 4.00� I '�` - •�{�'$ � 9215WWASHINGTONST. • SUITE 560 OUT +++ PORTND, OREGON 97205BOTTQN ELEV. •:• 7 +:•l. BLOIC77C OUT IN WALL #AD3 245.10± 241.60 241.10 4.00' PHONE:(503)242-2448 • FAX:(503)242-2449 TCp ELEV. ' ',t' FCIR 4" PERF LINE 1 WEBSITE: WWW.DCI ENGINEERS.COM a ©Copyright 10/2018 D'Amato Conversano Inc. NI Rights Reserved ,_ = Nr TGIF c WALL = 2468 '`�, 0 AT-- - _ #AD4 244.00± 240.50 240.00 4.00' cIVEL / STRU1 --UFz.�.1_ fl + + #AD2 ' +• ♦' This Cce .n4,Ona IM,d..and Eeogna may nal ba rhe,m whole w •+t+:+ : E - 236 47 4"' 4 . ± 4 . 4. ;::.=:::17,.1:=1:,7,:c...°..,4 7.1,...� ' vii #AD5 2 3 50 2 0 00 239 50 00' :^ ��; +:.. I E -- 2442 #A06 238.50± 234.50 235.00 4.00' X aT irrn _ PROF!- ' i, J ,_ - - w QED P OfF cn I I 1 4 C ' . ��`���G 1 NE-4-4,�J�O 1 4" PVC 4" GYP CL5 5O off`' 8s6 5 + + . o X0.010 .5=0.020 � �(� -. =x� ' �+ �' S8 LF. 59 LF. So �'• 'OREGON +It: 9*1,? cN 13, `153\A\` O a 4"PVC,--' ''.1. I C �QN S -+ © ""� 7 s=o oto Sp I . _ - 66 LF. _� � - - ] - 1 l I �+ -- - - vii ' �� I � o � -r .ter �, + 4+ N _ i 72ND AVENUE ,�' IE(E)=2 •3.5 ':�r " ,o REFERENCE NOTES: D l EXISTING DRAINAGE EASEMENT 4" IE INN - 24307 LL WILL BE ABANDONED 4"IE 24309 +'+ ;:•:;:t: O 20 6"IE OUTS) - 242.36 I-- - 1Q PROVIDE NEW 12" AREA DRAIN, SEE DETAIL 6/C5.20 Q 7iT. (ENOLA H "BOOK 16 PAGE 31 SIM2� INSTALL ADS BAILR CATCH BASIN PER DETAIL 5/C5.20 7,..7.711;_: AD3 0 1J S=aa1a _ x ��r� .f ' _ ,,�,,;+a ++ , Q PROVIDE 6" DROP CONNECTION CLEAN OUT. SEE DETAIL 1/C5.00 0 11740 SV 72ND �, MI -. \ .® 6"IE 24227 - 4 I ° _ . . ;, ,� 4" IE g367O �M - 244.A0 / 7 ® PROVIDE 4" DROP CONNECTION CLEAN OUT. SEE DETAIL 1/C5.00 6" IE 236.02 6" IE >;'W} - 242010, / A.VENUE ` t_'Z ( "•'- ' '+' ' ' PROVIDE CLEANOUT TO GRADE PER CWS STANDARD DRAWING 500, SEE DETAIL `� ' • +' ;- ----E-2564:1 PROPOSED DRAINAGE 2/C5.20. +;+;+;•;• O , / T € G A R D , OREGON 9 7 2 3 2 EASEMENT WILL BE /S'74C1-,/ 0, I �} 6"PVC / © PROVIDE NEW FLAW THROUGH PLANTER PER CWS STANDARD DRAWING 794, SEE �: : S=0010 GRANTED BY DOCUMENT DETAIL 3/C5.24. FOR 72N1� AVENUE PROPERTY, LLC 27 L F o . -2202 J ., :•+•I• --- " / 1 C) PROVIDE RIP-RAP PER CWS STANDARD DRAWING 770, (0.5'D x 3'W x 4'L, TW). AT ■ I #AD4 0 .:-,•,,•:•:-:1: 4IL 235.88 P / I / I ALL INLET LOCATIONS. \ 6" 1E 23580 0 24 / / I k 8 PROVIDE STREET SIDE LIDA PLANTER SIMILAR TO CWS STANDARD DRAWING 795.1 SEE d • o I x ° #AD5 0 ;�, •_ ''.+ 34.5 LF. cn � -sem,� 4" IE 235 84 / ` � 4� INV. � , y> .�, /241.58 DETAIL 4/C5.20. I " rte .-. 6" IE 236 76 6" IE - 237.85 // , \ / SDCB i �I-233.20 'x •--t+•;•C // 01 PROVIDE NEW STEEL CATCH BASIN PER DETAIL 8/C5.20 - • Q t I I ' •0" IN r 1=231.58 •I I / p 0„ p�1 S)=231.48 SO S=0.0465 PtC 6" P 50 /.- © ' ` ' i:�+ 33 L.F. 20.3 F. / to o 4 v I ___\ RIM - 240.50 \ (9/It.-N..- �. 4" IE IN(E) - 238Ca0 •, .;,,''•,:''• t••'' IE - 240160 4" DIP C�5 I CO 4" IE WT(W) - 23710 . . . . . . +: : S 5-0.020 I c,0 L ' '^ r5"DIP 49 LF. 6"orA DIP L 52 O �C;� � �1` PROPO�D DRAINAGE 1 '�``"''a'• 5'1/1=0,..25600, _. " • 2 4 a 1 ...._. I 1 EASEMENT WILL BE-- RIM - 23950 • • L. CO I SD C 'OSSJNG I ,�W D BY DOCUME 4" IE IN(E) 237.IX1 : / \ ; 4 IE -14N24_1.12 1 IE 7 .S I • _ I AD6 4" IE OUT(W) - 235211 ; = IE - 240 60 50 / 6" C140 •.79 _ 4"IE - 240.6* / / / > 4 31 P -- W _ _ _ _ - nW - _- --__/ \ 1 I ' I 1_ / O / • i �6" IE • - 23519 X G ���.� I I - f / 4 PW .-::...........e...1114.. l X ■�� L- �_ - _ r [] -- 11 _� )( S`r0211 3�?a' �'�i �1`�/�1.}{I '�/yy+q�+(/+/�i+�+ `*"-tea'++ +a as • t., 1 � / +tilt/ as+.'I. • r 16 LE II w ._.++�a - i > ;; . . IL_ - JI - 6 IE - 23. 671NV. 4" IE - 4D.68 SO C?OSS7NG \ \ / ' • N 4" IE - 232.16 ©0 0 `'0 \ 6" CROWV - 234.63 > �' 0 6" CROW 231.62 6 PVC 0 / „ i" 2 -�i� " 6 DIP Cr52 6 PVC cn S=Q.005 l / 4 10-08-18 SITE REVISIONS co ) !E r / • 6"lE 230.63 5=0.005 �a 0 5 64.8 LF CO 5=0.046 m 8 IE 230.63 CO S4 Q / /.3.5 L.F. } l 3 09-10-18 PFI REVISIONS 60 LF. 20 LF. a -� �D_ --- --� -- -- � SD- � � � 5 �� ` SD SD •I _ Sp - 6 IE - 232.60 INV. / 6"PVC I '• T 12" 2 y 19 � L____3_1 � �� � - _ _ � �.� ".�--0.124 2 08-22-18 TVWD REVISIONS _� SD -sly 29,5 LF. ?--- � - �D I �$ 6" IE - 231.35I ) - _ - - 1 08-01-18 PFI AND TVWD REVISIONS > " / I v l� i .- -. . - - \ r• r Ki1P.k DAIL REVISION/ISSUE .707/ Dl - - - 88°04'21" W 183.06' `- 6" PIC 6\_ " PVC SD CROSSING / 4"IE(N) - 231,11 S=00465 6" IE 232.93 PROTECT NUMBER DRAWN BY CHECKED BY " P--1 - DIP 52 8 PVC � " _ .35.4 LE 21.4 " - 23276 RIM 6 CBF 8" a X4.005 / " 6IE(E) 231.02 21.4 LF. 6 CROON 231.82 17042-0032 AS RL 6" IE 231.99 5=0.005 6.5 RIM - 233.01 Q CK75 35 LF. _____8"_101) - 230.94 . 5 4 LF. 0 6.5 LF. 6"IEIN(S) - 231.89 60 LF. `� 6 IE, _____ _ OUT(N) - 230 68 -- - - - "-~ ____._. _____ ___ 4; / N 226.8'5 L I ADRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE V LL ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF k. 1 Q . GRAPHIC SCALE Q THE ARCHITECT. 0 HILLLL ARCHITECTS 0,, L _ .___ _ 10 0 5 10 -..-..--- NEW CATCH BASIN In � STORMWATEf PLAN I i 12" IE IN = 229.71 1 I CONTRACTOR NOTE: ( IN FEET I ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO 1 inch = 10 ft. BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES :,- UNDERGROUND SERVICE ALERT INCLUDING BURIED UTILITIES ARE SHOWN AS SDCB RIM=231.49 INDICATED ON RECORD MAPS AND SURVEYS ONE-CALL NUMBER � 1D" IN(N)=229.79 FURNISHED BY OTHERS, WE ASSUME NO LIABILITY q SEE PUBLIC FACILITY FOR THE ACCURACY OF THOSE RECORDS AND I .�' H 1 1 IMPROVEMENT PLANS FOR SURVEYS, CONTACT THE UTILITY OWNER/AGENCY •' CALL TWO BUSINESS Days T O WORK IN R.O.W. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN BEFORE You DIG AREAS CRITICAL TO CONSTRUCTION. SHEET 5 OF 12 8 m 7 m 6 m 5 m 4 mi 3 • 2 • 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 \ I X `NEW FIELD INLET a x RIM = 233.50 II _____ C x 12m IE OUT = 232.58 I l \ I -- SD CULVERT HILL X h 10" IE(E)=233.36 ti #ADI 11 U) © Q ARCHITECTS N 88°04'21" E 182.57' x x x _ — — — s • �' r: I 1750 BLANKENSHIP ROAD 1 y � i I s r JSUITE 400 �}. ' .. _ - ® SD ' t \,, X 1 L , d 1 1 � i! +---- WEST LINN • OREGON 97068 -_1 - i TEL 503 . 305 . 8033 FAX 503 . 305 . 3034 ) , -F +▪• • / A ' \, _ lJ . . . ..................,.. 1. /1., I •2r110"451 +. . 04 1 1 DCI .. X '1 A i I • + + + E �IGIrlEERS ,` \ ;;:: : : �� 921 SW WASHINGTON ST. • SUITE 560 .:.:-....,...i. PORTLAND, OREGON 97205 4+a r+a a+aa• C �.'.�, +• �•! PHONE:(503)242-2448 • FAX (503)242-2449 �h + WEBSITE: WWW.DCI-ENGINEERS.COM C I ill 4 ii ' - •'4'+ ++•++•�. p CIVIL / STRUCTU>=2AL up X O mat Copyright 10/2918 D'Amato Conversono Inc. NI Rights Reserved 0.0.0,::::::::1: in This document and the d.a.end&eve may not be m�de m yhW., n,.about.nftto woman from o•atmn.o„ mo oto Cona o wa a caa.,a o id.bim.am r., ,maay ra ae uvau hu ilea .a x war4rz +•- W 1-,----L.. I REFERENCE NOTES: w �ED PROF1.\--e��- ❑ / (t�GINSE, `�/� X o I S� I o Q PROVIDE NEW PRIMARY ELECTRICAL SERVICE TO TRANSFORMER AND METERS, : 866 5 Al. 1 0 (APPROXIMATE LOCATION) COORDINATE WITH UTILITY PURVEYOR. ( ' I - �`yw� .•.r. 0 O I I f- �" OREGON i,_+„++*, S 2� PROVIDE NEW TELECOMMUNICATION SERVICE (APPROXIMATE LOCATION). q,4 �`, o • •'�; : I 1 w COORDINATE WITH UTILITY PURVEYOR. 9�OOH 13. �o \~ - a z ' N A -+ '� � a 7 i+ i 50 1 Q PROVIDE NEW 6” SANITARY SEWER SERVICE. LENGTH AND SLOPE PER PLAN. • /(/'�J� . • II I . .• .• . . .•;•+-;�;•, + v� ' O PROVIDE NEW CLEANOUT PER CWS STANDARD DETAIL 500, SEE DET IL 2/C5.20 44SD I :C5nS) Cl LVi~R 4•4..: Li © CONNECT TO EXISTING SANITARY MAIN. e w \ d IE(E)=2 ,3. ) :i. / 1 I _ 72ND Av E N U E �' I i;r. ® EXIST. SANITARY SERVICE - REMOVE CLEAN-OUT AND CAP LINE. I '\ 1 —� APARTMENTS LD . . . . . .X.:**.**** { I I > - - . . . . . . 7Q PROVIDE 4" DOUBLE CHECK DETECTOR ASSEMBLY WITH TRAFFIC RATED LID PER U ••••• • . TVWD DETAIL 801, SEE DETAIL 7 C5.30 AND DETAIL 2 C5.10 (577-WA VAULT) z -Th /\ a + / c W - I � '-.Y',• ,a-a: \ I ® PROVIDE 2" DOMESTIC SERVICE WATER METER PER TVWD DETAIL 605, SEE DETAII. 0 11740 S 72ND - I 14 ,:_., .. • // gQ 6/C5.30. (PRIVATE AFTER METER) NOTE: TVWD INSTALLS 2" SERVICE AND / METER. < AVENUE � up U > \ xa : : I // 1 1�/ INSTALL 8" GV (FLG x MJ) PER TVWD DETAIL 402, SEE DETAIL 4/C5.30 U7 x Q / r .t.+ < 0 I +•• +.i• • • / �, I 10 INSTALL 4" x 2" TEE AND 2" GV PER TVWD DETAIL 605, SEE DETAIL 6/C5.30 < T I G A R D , OREGON 9 7 2 3 2 z ■ 'r • • + • ++ • n .N I /' / N / :`. ,4 :;♦:, 1 x // , 11 INSTALL 2.5" DOMESTIC SERVICE BACKFLOW ASSEMBLY PER TVWD DETAIL 801, < FOR 72ND AVENUE PROPERTY. LLC �'� N. I ••▪•.~: / / SEE DETAIL 7/C5.30 AND DETAIL 1/C5.10 (660-WA VAULT - SEE VAULT LID 8' PVC (N, =220.2/' - ,Ni:1'. �- � / SIZE AND DOOR MODIFICATION NOTES) ■ W - ,. : : . .• // 1 / X / ° \ ♦-. .."aq; PROPOSED DRAINAGE EASEMENTo / 12 PROVIDE APPLICABLE PHONE/POWER CONDUIT FROM FIRE RISER TO VAULT. -Ikr-1:4v----\ ry� a / / ix WILL BE GRANTED BY DOCUMENT // 0 i/ 13 PROVIDE 12" x 8" HOT TAP ON EXISTING 12" DIP WATER LINE PER TVWD DETAIL . , , . , d 1 - '"sY "• / rr 302, SEE DETAIL 3 C5.30 \\ / 1 // / DCB ��=233.20 I .` �I. T---\\.j �tii7` .O ' , 1 0" IN 1' t=231.58 -,•'+ \ I( I 14 PROVIDE FIRE HYDRANT PER TVWD DETAIL 502, SEE DETAIL 5/C5.30. ) 1 6" IE 220.04 0 0" 01 1;S)=231 48 f7RE SPRINKLER ROOM! }: . so I �� �, 8"IE - 219.96 6" PVA 60 6" IE - 22. 34 ♦i ♦ \ 15 PROVIDE 1" GATE VALVE. (vERrY1 �` s=a0�o ' - ! ! 4� j.=+j.%••.�: L, �F , 6; ;�; ,i, CrPROVIDE 1" TYPE K COPPER SERVICE. (PRIVATE IRRIGATION) �,� POINT OF DOI�IES77C i \ I SS CO'VNECIION SEE PONT OF IRRIGA770V • • �,•;•,•,•; u 17 OPTIONAL 1" METER, COORDINATE WITH OWNER. \ 1 PLUMBING PLANS - CONNEC77CW. SEE •:� ;•:i s 1 5 OA rte,--V-Y� LANDSCAPE PLANS "` �+� '.'+ I 18 PROVIDE 1" DOUBLE CHECK ASSEMBLY FOR IRRIGATION SYSTEM. PONT OF FIRE -,�,♦,a,a,+ X fr , . --rte" , 0 11 -- 19 „ L j =:E }\�.�.�.,, • m PROVIDE 1" SERVICE SADDLE. ■ :-:�♦:•:•: o ti II / + 25 1�4ER •.•.•r•+•+++ / ©0 PROVIDE WALL MOUNTED FIRE DEPARTMENT CONNECTION. Q 4 ;, zs' SATE? �® � ����7 P,�o7Fcnav PLANS-_� , �j ■ \\ _ \ ■ 6"DIP - �\` I { W - / I� • I^ 7 -1\1 CO �a /\ 21 PROVIDE NEW UNDERGROUND ELECTRICAL SERVICE (APPROXIMATE LOCATION), PUBLIC w vt / \ -- } \ I , , + . + / COORDINATE WITH UTILITY PURVEYOR. X G � I' , 10 LF. ■ C ! , I _ �; to �:, . -o:s: a�a a a'r + �,�C Y-a, . a ♦ r + . . . . + �i;,• + . + + + . �,_r / �_ r ■: x 1j - ni Js, I aa. aaa+.+.;+;};*;;;.+ ,A ,y;i . .t + + + +++ ,++++++ +,.�c / \ / EXIST. DOMESTIC WATER METER TO BE ABANDONED PER DEMO PLAN, SHEET x ,. • 7r- ., ik I 4-±:4-*+.+. "VA-y � �1 '• —+7.- + �sri�•i� Q �II • + + + + . + I/ C1.00. w-- •— .• • ; " 17 \ �o / i 0 INSTALL 8" x 6" MJ x FLG TEE AND 6" GV (FLG x MJ). iCj DIP (PUBLIC) 10 ; 4 DIP (PRIVATE) ® _ - /r/ / e L F. a — cn 4 10-08-18 SITE REVISIONS ata _ — ii, -8� X 4" f�h •f�� / � � 3 J SD -- — --�D-- I cF2 Sn – �S // 3 09-10-18 PFI REVISIONS I _ _ / �$ Y — — _.1 1\ 2 08-22-18 TVWD REVISIONS 1 08-01-18 PFI AND TVWD REVI5ION5 4 / i } .� l 1 0 --- f — — — — _ — ._ — 1 MARK D/tIE EIEVISION/ISSLSE ( J S 88°04'21" W 183.06' X - - r ,�s wA � \ �_ _ — — •' PROJECT NUMBER DRAWN BY CHECKED BY ry 9�' \ 17042-0032 JAS RA W, ' I 10" PV (W, �1 226.85'LD ____ — _ — — — — — — /' N ) , RI ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE I ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE (� DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF _ _ ! THE ARCHI7ECT- ^� ;:44,-..—..7 / O HILL ARCHITECTS } \ 7 V J 10 0 GRAPHIC 5SCALE 10 \ X NEW CATCH BASIN I UTILITY PLAN 12 IE IN 223I .7 I CO TRACTOR NOTE: ( IN FEET ) I ALL EX STING UTILITIES SHOWN ON PLANS ARE TO 1 inch = 10 ft. BE VE FIED HORIZONTALLY AND VERTICALLY PRIOR TO AN CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT LD SDCB RIM=231.49 INCLUDHG BURIED UTILITIES ARE SHOWN AS ONE—CALL NUMBER X e 10" 11\0)=229.79INDICATED ON RECORD MAPS AND SURVEYS NTHE ACCURACY OF THOSERECORDSLIABILITY FOR81 1 1 SEE PUBLIC FACILITYSURVEYS. CONTACT THE UTILITY OWNER/AGENCY 'f I 0 IMPROVEMENT PLANSNSFOR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN CALL TWO BUSINESS DAYS WORK IN R.O.W. AREAS CRITICAL TO CONSTRUCTION. BEFORE You DIG SHEET 6 OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 IM 1 * NO E: DRY WEATHER INSTALLATION SECTION. SEE GEOTECHNICAL REPORT. " 8" CLASS 1/2" HMA PER ODOT BLUE BACK- �i' iI STANDARD SPECIFICATIONS 12" GROUND W/ _• K � 22" OF 3/4" - 0" CRUSHED ROCK WHITE _�- -� " a� dap 11 dp /jw j e _ SYMBOL & FINISH 8X4 CLEANOUT 00eV. .0 .O .� 1Q" OF 1-1/2' - Q' CRUSHED ROCK LETTERING SURFACE CAST IRON .Ia. 1a��Ian•Ia/.= PER ODOT STANDARD SPECIFICATIONS 1" WHITE LETTERS HIL L 14" 12" COMPACTED SUBGRADE 95% co W/ STD. WORDING I ARCHITECTS MODIFIED PROCTOR MAX. DRY --1 PER HANDICAP • DENSITY (ASTM D1557) - �„ :. CODE REQ,MNTS �� 1750 BLANKENSHIP ROAD , ACLE55iBLE "VAN ACCESSIBLE" PUBLIC ASPHALT CONCRETE PAVEMENT SECTION BELOW NTERNATIONALN SUITE 4 ° ° 45' BEND 0z SYMBOL WHEN REQUIRED W WEST T L 1 N N OREGON 9 7 0 6 8 WATERTIGHT SCALE : NTS 5 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 CAP " 3.5" CLASS 1/2" HMA PER ODOT in - 2" 0 STL 4" MINIMUM 11 STANDARD SPECIFICATIONS 2' --.I POST RISER TO 1. d fv.E=.iL%it� �� II 2" OF 3/4" MINUS CRUSHED ROCK CENTERED ON SURFACE a�} df I ate. raj ./ate iiY HDCP. STALL 400 'Y` 8" CRUSHED SURFACING TOP COURSE v W.;.Ia;.IavAs;.�a j.•� (1-112") PER ODOT STANDARD ad•o •; iiiiiiiiiiiiiiiiiiiiMiiiilil DCI WYE a- —11 SPECIFICATIONS C 4 , PIPE SIZE � •, _ � EnGInEERS • PER PLAN COMPACTED SUBGRADE 95% c. * hi 4 r • 921 SW WASHINGTON ST. • SUITE 560 MODIFIED PROCTOR MAX. DRY HANDICAP SIGN DENSITY (ASTM D1557) -- .2..._._ GRID LINES 4" O.C. EACH PORTLAND, OREGON 97205 PHONE:(503)242-2448 • FAX:(503)242-2449 PIPE SIZE TO MATCH W WAY (GRID FOR LAYOUT WEBSITE: WW.DCI-ENGINEERS.COM INCOMING PIPE PRIVATE ASPHALT/CONCRETE PAVEMENT SECTION ONLY, NOT TO BE PAINTED) CIVIL_ / STFZIJCTIJFZAL 7' Copy gM 10/2018 D'Amota Cortvesano Inc. All Rights Reserved 0 SCALE . NTS This dmumnnt.cod Ue'rdeo.rind deigns nay not he n..1,in.hd.nr port. �a=ten rrn:�no,.D'Mnmr I a crin. .rihr.na /!gn DiMneto Con.ersano Inc.di4cl/0 ony rimpombIlly for h unwL§rind w.. 4111504'/7roN/, d x/ SEWER PIPE LENGTH L' TO FIT ,, „ 6" CONCRETE SLAB - CONCRETE SHALL 9 ���; ,; 4" w �,D PROF • �° d ,, CONFORM TO ODOT STANDARD WIDE WHITE PAINTED \S`�c,� I N�£S`�O '4 • SPECIFICATIONS - - HANDICAP �' STRIPE 2 COATS ,. 86s 5 R ig1 ...)44040... Aa . `6 ., `ba `da . _ - 2" OF 3/4" MINUS CRUSHED ROCK N SYMBOL a s 45' BEND �ir' $ " $ �� �`' WHITE PAINT STRIPE (TYP) y, ''o• OREGON I a��*�' �6" CRUSHED SURFACING (1-1/2") I a BASE COURSE PER ODOT -'� �?' 4 '�q o • a�� a�>� co.. e• STANDARD SPECIFICATIONS , �� BLUE PAINTED SOLID 1 1 SEWER WYE • �. - ��- �� �� `; BACKGROUND - 2 COATS 0 S� PIPE 4 `�%�%�%i%�i i%�%��ii�i�\�%ii i%iii i N A :�` `fig`iii` �� �` �`����i�`��'��i�`��`i —� 12" COMPACTED • \,.\\,\\,\\,\\.\\.,..\,\\/\\/\\,,,\,.�/\/.\./.�/\< t SUBGRADE \ I' ■ ,\ N �.'-�1111- - � 4' 0 HANDICAP STALL 1\--- ._(-3 CONCRETE PAVEMENT SECTION N 72ND Av E N U E SCALE : NTS0 CAP OR PIPE CONNECTION, 1 APARTN4ENTS PER PLAN CONCRETE CURB i - 10' ____---51 MIN (TYP) -41111111111111ftmmummipp„ INSTALL RADIUS 8MIN (VAN 11740 Sw 72ND 101,, AVENUE DROP CONNECTION CLEAN OUT END OF CURB 5 ADA STALL SIGNAGE AND STRIPING DETAIL 6 TIGARD , OREGON 97232 SCALE : NTS SCALE : NTS SCALE : NTS ..---„,--,e"--1-�e"---,.-----,^' ,..."-\__' I-1^^^..."-\,o'-`,..^ ^^- ^ FOR: 72ND AVENUE PROPERTY. LLC • ■ CURB JOINT I I SEE STD DETAIL NO. 145 5' MIN. SEE NOTE 5 ROW CLASS "B" CLASS "A" -2% ' i AAD i - S i:.':•: 's..;,.,- r: ..,•-'--..;•;.:a: SURFACE RESTORATION R ='�'^-Fn-II�" '-*}-.ti �aEDGE AS SPECIFIED • '1-11 '1�14��IE nT -i �� -1 3/4 R 6-__,...],/,..-- Nil Illl'llll„—,II _Ili T T �_ TACK ALL EXPOSED - li MATERIAL. PATCH SEE STD I MOUND EXCESS NATIVE MATERIAL 2" OF 3/4"-O" DASEROCK OVER TRENCH TO ALLOW FDR -� AC TO GREATER OF DRAWING ASPHALT SETTLEMENT COMPACTED SUBGRADE 6" 5 =_ _ DRAINAGE SCHEDULE UT v 3" THICKNESS OR r-CUT EXISTING." HICKW + 24" MIN. DETAIL - - - ,,7J- -•�' 3" I.D. 40 •-z_ DWV (ABS OR PVC) 12" " ��` SI •...__ -- --�-_ PIPE W/COUPLING MIN. AWCU 12 MIN. EXISTING AC a d - a 1=1 I I II 11=1 I k=1I 1I I =1 i iii y.III,,�I i I=1 i I„i I II I II I hI lµ /� ' . Ald d III— Ifl-�l .......,...,_.....,../ a IIl_III_111III_III_I_I� SIDEWALK ADJACENT TO CURB a �6 4 ' 16” fi 1--111-1111-111---11 I-IT I/I I)�J'=I - -III=1 o o ri o . '=111E11 I-I 1 1-=-1 =1111 j 1 I I 2" NATIVE TOP SOIL q o 0 0 1=11E1'' 111=III-II �� 111—li' IF TOP SOIL EXISTED I PLANTER = = 5' MIN. ROW Q p o a , -III_ I!I�I E I— 95z COItIPACTIONPAC/TI - PRIOR TO EXCAVATION. STRIP O jilt /// / i=1 =i 1 WITHIN 38 OF / 1 T Ir "rt— O O D,;III-!I I� � suRFACE [ 17/ - �-z% _ _ � s O �• ` • I II G—I I /---411- Z UNDISTURBED t -: ,, . 3 0 Q ri a J • • d. a a. 4• -1 I � d ATIVE I = 1 EARTH ROAD _ } [ o O a • 4` • 4 •.. d `' Z UNDISTURBED 71II. 9O% COMPACTION , MATERIAL ILII i I � . TET:.-- -11,- 1 I - [ ��' I ' ■ a . . • EARTH — T v BELOW 36 OF / �, ' d a a SURFACE / /-1-IEII1T9 a ad ° / 111- 2" OF 3/4"-0 / .l__ COMPACTED SUBGRADE BASERDCK COMPACTED SUBGRADE / NOTES: a " - VDEPTH ARIES 3/4" - 0 CRUSHED. / // i1 i II 1 EXISTING a d� �/�—CRUSHED ROCK // ll d�IES.. SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: MI BASE ROCK a / / // 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. A. TO BE PROVIDED: ROCK 1) AT EACH POINT OF TANGENCY OF THE CURB. a C. 1G 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 2) AT EACH COLD JOINT. _ c �° 3) AT EACH SIDE OF INLET STRUCTURES. 4 10-08-18 SITE REVISIONS CO -� -I-• CRUSHED ROCK ° 1/2 PIPE 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. m y 1 AAW <7 O.D. PLUS 6" .r ._ - r_ �_.r:.r_,.r_ �_ r� PIPE ZONE ° n n IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 3 09-10-18 PFI REVISIONS �.444�'w' iiiiii;� PIPE ZONE ' a PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT frl=f-r' rrr‘fro,.`Ir�. SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL ..r.■. ,1=1!' ��rr � � ielrrrr�� 1,1_ WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS 2 08-22-18 TVWD REVISIONS .-_. . . .Y L L ; —111 _ ^� -" -" 111111 i_ ■�r!•� •r!•!� 3/4"_p 111-11 ftee .•Alt t t 1 =T 4. FOR SIDEWALK ADJACENT TO THE CURD AND POURED AT THE SAME TIME AS THE CURB, .-_. . .r_ ..,...,,91,01,•2, 111 1111 SECTION OF CONCRETE. e-'0:'' �'ys',w BEDDING ' • ���r� *fir • f. ''�'t� • .t l 11-=---IJI-11l THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 1 08-01-18 PFI AND TVWD REVISIONS 0000001/tr+ri- PIPE BEDDING -II51!10 !.10. � !d'gitIOA: 0010 ! 1II-111=1�i_ 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART .� .. sT i Ma 6 'i.41 ` e 4 4 4 r ' 4 4 1=111=III=III- 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB !S USED —111--*iii • �rr�i�i�irifr.•. i*i*'�'���i i V 11=111 IPA =i =e Bei_=�P t • ' = "=111-111-111-1`' OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. mARK. DATE REVISIONIISSUE -111 11 - - - - • -111=111 .-1'iA MINIMUM THICKNESS OF 4 INCHES. =III-IIHal II=III=III=111-1 1111=111=III=111=111ISI- 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. NOTE: III_,�111 •111=1 I-111 111 I I IMI L L-11I ■ _I 1- III TRENCH STABILIZATION: 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER •5- DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. dF 2 FEET ■ I'ROIECT NUMBER DRAWN BY CHECKED BY IF REQUIRED. TRENCH STABILIZATION 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. 1/2 PIPE O.D. PLUS 4 MIN. FOR PIPE SMALLER THAN 18-1=-7111 -111=111- SHALL SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 17042-0032 JAS RJL 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER NBE PRIOR SEPARATELY OVER PIPE. AND PLACED PRIOR TO PLACEMENT 2. SEE STD. DRAWING NO. 590 FOR BEDDING, PIPE ZONE, AND TRENCH BACKFILL. CF BEDDING MATERIAL 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "0" FOR STORM DRAIN SHALL MIIIMMM 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 1. ALL COMPACTION REQUIREMENTS PER AASHTO T--99 AND ODOT/APWA SPEC 00405. L CITY OF TIGARD APPRO� NO SCALE CITY OP TIGARD A 1311 lD� NO SCALE 2.THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO a UREGON MICHAEL A. STONE, P.E. CONCRETE OREGON MICHAEL A. STONE, P.E. ]ENGENEERINGAEVi9iON DTY ENGINEER a DWG. NO. STANDARD ENGINEERING DIVISION DWG. NO. INSTALL THE PIPE IN A SAFE MANNER, I PUBLIC WORKS DEPARTMENT CITY DOWER ALL DRAWINGS ANL?WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ■- PUBLIC WORxS DEPARTMENT /� 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL. PROVIDE A CLEAR WORKING SPACE OF SIX ism S.W.HALL BLVD. CURBORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT RE INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. TIGARD,OREGON 97223 JANUARY 2013 SIDEWALK uvo.Hw BLVD. •LIGARU voice-Iso3)c19.�rn TIGARD,OREGON 97123 JANUARY 2013 1 DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF 4.IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER .JOINING FAX: 6447297 APPROVAL DATE � '�RD VOICE:{503)639-4171 25 THE ARCHITECT. OF PIPE. AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. (503) PAX (503)6847197 APPROVAL DATE 0 HILL ARCHITECTS CONCRETE SIDEWALK 9 STANDARD CURB 10 T— CUT TR E N CH B A CK Fl LLCITY OF TIGARD STANDARD DRAWING NO. 120 SCALE : NTS CITY OF TIGARD STANDARD DRAWING NO. 125 SCALE : NTS DETAILS ASPHALT DETAILS Csenyili er Sesviea DETAILS CleanWaierrrServices CONTRACTOR NOTE: DRAWING NO. 600 REVISED 12-16 DRAWING NO. 590 REVISED 12-16 ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORALL IEXISTINGYAND VERTICALLY FEATURES INCLUDING PRIOR BURIED UTILITIES ARECTION. UNDERGROUND SERVICE ALERT T—CUT ASPHALT DETAILS TRENCH BACKFILL DETAILS s e SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS ONE-CALL NUMBER CLEAN WATER SERVICES DRAWING NO. 600 SCALE : NTS0 CLEAN WATER SERVICES DRAWING NO. 590 SCALE : NTS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ex. QSEE PUBLIC FACILITY ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE `"' 5. OO IMPROVEMENT PLANS FOR UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING CALL TWO BUSINESS DAYS WORK IN R.O.W. UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEET 7 OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 VAULT LID SHALL COMPLY W1711 660-WA MD Fl (2 Dam�/ �p 577-WA 7r((2 Pia.lacess ntTop) AND STANDARDS � Spring Assisted SECTION 7 ') C (MARCH 20.18) 2-Ton Lift Anchor ` t \ Galvanized Diamond Plate Door x{/Il�,/L<'t •`•r (IWrtJ><( 7 IV} (1 Each Corner) 1 •cking Latch ' `7 \ e• . •1-Nonslip Door 2-Ton Lift Anchor leret _ �- . �i Spring Assisted LOAD RA 11NGS ON VAULTS SHALL (2 Places in Top) Y�1 t...-.4.---c..7.... 5'-2" Galy. Ladder Galvanized Diamond Plate Door I L L -!1 }�\`� y\' -i T, 5. Aluminum Extension BE j•/ 20 w/Locking Latch \00 � J = ± iL (Location of Ladder may vary) H P P TOP4.441-141.14011-1 0 tiocking atc Daor J h i 2-Ton Lift Anchor \� - ITIT!T�Ti TAT tT 4 Places in To \ ------=-_�xr=_-=-_$__- TOP ( p) _ T�r_I fi, A EZC H [ T E C T 5 - =- -_ =,ITT = �) T ~' T No. 57 T 332P T=T,_,, r_,_,-,_, '; -r I l�u I-I-I-r-�> 1,400•Ibs. IT =%�---'-'r=T- T= -r-T-T-,71- ',=T-, ,-,-,, - _,r- CENTER OFFSE� =�TIrT1Ffitifi'�Tr+IT?_+;T-+ATFl�I TT USE 4'-0" x 6'-0" TOP ® 6" T-���TT-T =, T- T= �I r Note: FDC exiting ri-T 1-I-I-T-T= ► T-'T-'T'T-TTfT=' 17 5 Ti 13 ROwallWITH 332P COVER as shownitlustraiian t -3Gaiv. Ladder " 0011 WEST NN . OREGON 9706S J Note: DtnTEE 503 . 305 . 803 FAX 503 . 305 . 8034 IIIt / \ I kli _ 5 6„ 18" x 24" Knockout ij ' 14i" Dia. Knockout f C� ? (2 Each Side, Z Each End) 1,11 6'-0' (16 Loch Side, 8 Each End) `, '-1 ,1 BASE 1111 yi // DCI..„ \ ''' '1. ,w,.,.,„) No. 577-B i1i1 I I :� 6,_0" • E fl G I fl E E R S �� - 6,230 lbs. 1 .�. ��. `%/ 921 SW WASHINGTON ST. • SUITE 560 V. '�� �' PORTLAND, OREGON 97205 !, �I/ PHONE:(503)242-2448 • FAX:(503)242-2449 /�jj % ,/ WEBSITE: WWW.DCI ENGINEERS.COM ► . ,��� � CIV 1 L / ST F?Ll C-1-1_,J FZ.4 L r ' ' '/`2.38 Dia. Term-A-Duct n rw," . .r (2 Each End} 4 DCV I DCDV , ©Copyrigh110/2018 D'Amato Conyersana Inc.AJi Rights Reserved Thle dxumxrt.one the ia.•a ad a-igna rrpy rot b..7„,t,in thole ar 4.5" Dia. Term-A-Duct y wn."uav .Rnm pe msa on o caw Ine, ''wnato CAnueremo rr,G-dlee4lne''' rnyanelbility la Re o"WlherlrW WE. / s''' \ (4 Each End) 6,µO, \ ./.' \` 12" x 113" Knockout 7•-0- • JO* �_ 8" Dia. Knockout \// 4'-0° (1 Each End) (2 Each End) Std. 6" Dia. Sump, 4'-8" J} w (Customer to supply Sump Pump Optional-Preassembled \ / / Optional-Preassembfed w �3�-D PROIf5n Install. Ait. 1/2 per TVWD Detail 310/320) backflow device backflow device J 1-_� 12" Dia. Sump �, 1,,E-8'p 47 1 f 1 �r� 86 � !I Note: See 660-LA for optional tops. ZZ ,-0 \l1 } OREGON II :1] II it II � � �� o - - _ - - 'yp S� -1 k ..-' ',10 - ,ry} m� �I I b n • 1 lel lel } Is el +e 1 �;y7Rl;e I � '• • • • I• • •,• '" I 'I I ■■ •- ■tlt■ ■■■ '■ ■ I b I :�• `'q! l n , j• o •n•1 a 1I•♦• i4i,I ;II ■■ ■■■ 1 I ■■■ ,M t• I; ' I ■■ --- ■■■ I ,r ■■■ '�■R■ ■ • .- I I ',,,, I i i,l .I , - :I I' ■� i.■■ II I ■■■ I■�■ I' �: i. I Ir — I •+ ■■ iI I b o - yJ IIp .^ }IT } I II it y f, ' • 72ND AVENUE l• �io _Oii: o z �� A Ifr +1 e' !- a `� o CENTER ,l II I l . PLAN OFFSET 1 — —= — 4 i I.L I — lr- PLAN 1T — f ,o e• r-a- s• is SIDEr-e•- END SIDE END APARTMENTS Note: Designed for 0 to 5'-0" of Cover Note: Designed for 0 to 5-0" of Cover 660-WA 660-WA 577-WA 577-WA 11740 c '7� 1� Td0 Oldeastle Precast` D File Name:020 660 WADCV1DCDV 0 Oldcastle Precast. Fie Name:020 577 WADCV1DCDV . ! N PO Box 323,Wilsonville,Oregon 97070 0323 I Issue Date: 2016 BACKFLOW DEVICE VAULT PO Box 323,Wilsonville,Oregon 97070 0323 I Issue Date: 2016 BACKFLOW DEVICE VAULT Tel:(503)682-2844 Fax:(503)682-2657 1 oldcastleprecast.comlwilsonville I Tel:(503)682-2844 Fax:(503)682-2657 1 oldcastleprecast.com/wilsonville AVENUE 2.0 3.0 660—WA—TVWD BACKFLOW VAULT (2.5" DOMESTIC* 577—WA—TVWD BACKFLOW VAULT (4" FIRE LINE) T I G A R D , OREGON 9 7 2 3 2 A 0 FOR: 72ND AVENUE PROPERTY, LLC OLDCASTLE PRECAST DETAIL 020-660-WA SCALE : NTS OLDCASTLE PRECAST DETAIL 020-577-WA SCALE : NTS ■ M I I 9 ► • d.. r4 A .Q A _ SEE STD. DRAWING NO. 400 L ' III 11 ihi . �_ A - ,1 A FOR FRAME AND GRATE 00 A Il I : . ,� II �••� H �1 -'� — r I II II II II II III II II II II (fh �". FLOW 1 . a . 1 t ..m— SEE STD. DRAWING NO. l •� • .. I' • 320 FOR FRAME AND .� PLAN VIEW GRATE L....._ B • 4 - _ __ PLAN , ii_I� i,_,. 6" FOR POURED •• • • ��\\�� ,11` I. Ili� I 11= I 1=I(IT,W, I 1 1= IT -�Il-+i=111=\N— r . I=' i• a N PLACE • X111��'1 MAX 30' _ 4 5" WITH • .'� ...II a FINISH GRADE j FLOW INVERT -( a" r REINFORCEMENT 4, • I: 4'4 • FOR PRE CAST ` • ti 4 a q • • L • 4fil r' I _ 60" A:. 'J• 2" MIN. 2" IMIN.1 'r MAXIMUM •`b° 4 ` I �� i7- 6" FOR 7 a0 1 18 POURED IN I 21„ m 4 10-08-18 SITE REVISIONS • M ' m �MAx. :,' PLACE r MAX. 3 09-10-18 PFI REVISIONS a : I Q f 5" WITH T- 4• •'. r REINFORCEMENT + ' • • - • FOR PRE _ ,� 11 �' • •,a' CAST ..:.....1: I i 2 08-22-18 TVWD REVISIONS 18rr 4 - :i � '' SUMP �' ° . 18" SUMP • i• 18"i so �A .. I ,-- t } } 1 08-01-18 PFI AND WWD REVISIONS • .. f 4 - • MARK DATE REVISION/ISSUE i } - 6" — 24„ — 6"—_ 6" + 27 3/8" 6" - ■ ■ PROIECT NUMBER DRAWN BY CHECKED BY SEE PUBLIC FACILITY --.1-28"—w- t—27"— 17042-0032 .IAS RJL IMPROVEMENT PLANS FOR SECTION A- A SECTION B- 3 WORK IN R.O.W. SECTION A--A SECTION B-B NOTES: NOTES: 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. INSTALL STRUCTURE ON MIN. OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL. 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. UNDERGROUND SERVICE ALERT 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. AL1 DRAWINGS AND WRITTEN MATERIALAPPEARSNG HEREIN CONSTITUTE THE WIRE MEETING ASTM A497. 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED ORIGINAL AND UNPUBLISHED WORK OF THE AKCHLTECT AND MAY NOT BE ONE-CALL NUMBER 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF WIRE MEETING ASTM A497 DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF 2" TO 4". THE ARCHITECT. e....... 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND 5. AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE BUMPED AND SHALL BE PROPERLY 0 HILL ARCHITECTS a I CHANNELIZED. DITCH INLETS SHALL BE EQUIPPED WIHT AN 18" SUMP. SLUMP OF 2" TO 4". a 6. PRE-CAST STRUCTURE'S CgNFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN INLET ARE AN5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE 0-2 CATCH BASIN DESIGN WITH DITCH ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS AND DIMENSIONS SHALL MEET C.W.S. STANDARDS INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. CALL TWO BUSINESS DAYS AS SHOWN ON DETAIL #320) STANDARDS AS SHOWN ON DETAIL #400 D ETAILS BEFORE YOU DIG • CONTRACTOR NOTE: AEA D R A I \ DITCH INLET ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND CleanWate� Services CleanWateServices VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING TYPE II BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS DRAWING NO. 380 REVISED D1-13 DRAWING NO. 390 REVISED 05-07 FURNISHED BY OTHERS. WE ASSUME NO LABILITY FOR THE ACCURACY OF THOSE LRECORDS OCATION 0 AND SUR E UTILITIESCONTACT TACITJ REUTILITY S C TICAL TO CONSTRUCTION. E FINAL A 380 CWS AREA DRAIN — TYPE II , 390 CWS DITCH INLET C5.10 CLEAN WATER SERVICES DETAIL 380 SCALE : NTS CLEAN WATER SERVICES DETAIL 390 SCALE : NTS 0 _...416-___46—.4116._1 L 1 i l L .► Alb, L L L .• A. A... - AILA- A. 1 A. - - Al /16 .11.111..1111..11111 SHEET 8 OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 • 1 8 ■ 7 ■ 6 ■ 5 NI 4 ■ 3 • 2 • 1 mmmomiimim 6" I/"" . '• RAIN DRAIN AND OUTFALL A a # W W ••w w W PROTECTION VARIES / TC-G-4" �_ W + I 18" MIN. DIAMETER BEEHIVE STYE SIDEWALK_DRAINAGE I i , BUILDING OFFSET AND r GUTTER A. ( II ".tom. w W w •: IMPERMEABLE LINER AS APPROVED / OVERFLOW PER DETAIL NO. 405 407 NOTgi, 4 TYP.. !� *I- w W W BY BUILDING JURISDICTION A - ) ' • ENERGY DISSIPATER DRAIN •-- W W I ROCK 4 -' w Y 'r.,,f•, w .. w •w w" w W ,• 10.4,,,,,y;" w w w �i��ii r w w W w w• �it�lli,•� •r •;. a . PERFORATED PIPE MANIFOLD / FOR LENGTH OF FACIUTY: 41/2" 21/2` w w w w w w ,R. W W W w W W W w W W Hitt�. .` w w °, Y w w w w w W W W w wWWSPLASH '•p1w+�'•��wwpWw W w W w -+ A " w w W W .7r Ll'-1 ROCK. V" w W W w W l w w W w 18' ! �' STANDARD CAST IRON CONCRETE COLLAR 4" MINIMUM. _ DRAWIFRAmNG AND DOVER ° w4, w W 4..:1-, -411111.11111....--- DRAWING N0. 510 STANDARD MANHOLE 4 W w • w STRUCTURAL WALL PER MINIMUM 4' OF 8" MIN. AROUND � GRADE RING •' W W r w PERFORATED DRAIN PIPE ti w / w w W STRUCTURE TYP w W W 1 f tic_ �Lt ' BUILDING JURISDICTION �`i� / J- ARCHITECTS Ylir W W W w ��''� ••S-1:2 /� _, r=l•• Q ��-' - (NON-'TRAFFIC APPLICATIONS) 1 W •W W W • • W w W W W W W ` ,' e�� a d . .. a.41 - : -, • . - • �,_�•• ` i ]; `a� d !lL W sj : • ° wW . WTS MINIMUM 3 W �,��'� E W w OUTS. MINIMUM 3 w wi'` j} ' 1 7 5 0 BLANKENSHIP ROAD •�/�•% STREET `�" • '444% i}\ ` _ _ _ _ _ _-_ ° 4 MIN. • •.. W w w w - CUT OUTS PER INLET "' r;� • •, CUT OUTS PER INLET ' ''f SUITE ` 'r 3T) •aw • 18 w W R w 74.m1 SUITE 400 / RELIEF • "." `• 4I,DFINISH GRADE - _..--•:,. -'►=.r-.r " , ,SPLASH PAD i.,,! ASPHALT CONCTRETE,OR OTHER III=_ _ -I��;;. !., f I I IFI-I - a d -� sTRucTURE TYP. := .r. sTRucTu E TYP. �� `k,c,�4y ( . ) _ III I L .. : 111IIIW W w w .... ,. W w W w d _ _ „•, , WEST LIN OREGON 97068 • '` �' 1=1 1_I 11- 1'1+/ �1 I - WATERTIGHT PIPE PLUG 3 - .. f 111-111 _____p r . Q" •:. I•,.. .,,i f -Pslj�,f 6" utrntaxu GUTTER 2' AT -1 1-I 1-1 *�� •%I=1 - 1MTH STOPS OR OVERFLOW TO a a. Id ° g TEL 503 . 305 . 80.33 FAX 503 . 305 . 8034 a w'� OPENING _ = =� =''= _ WATERTIGHT THREADED 6 TYP. 30 MIN. 0 .. ° a I . ° Fl-eiV MODIFIED CG-30. a CAP AS APPROVED BY FACIUTY WIDTH a TRAPPED CATCH BASIN, ." .' . .' . _ dSEE 11ETAIL 403 yl f, .. • . _ -111-III=I -!- , :, f• I I -III 4 < a a a I I-1 - :I.� :f:� =11 CONVEYANCE . a Lr r. �..:_.r:. LOCAL JURISDICTION. 0 NYLOPLAST OR APPROVED CHECK OAIIA, AS �0 METAL INLET ASSEMBLY REQUIRED ON 1- I I-1 T I '. 'M 1.21 ,111-LI 1L �/i_ -1 18" ' . CURB A HIGH TRAFFIC STREETS l -1 I 1-a I I ••r -'•- •-111=11 •. ,+ •, .• lip"' EQUAL 18" MIN. NECESSARY. (SEE NOTE 3) -:4.- T I �1*.1r -#�f: _ '� �' �/��r� 1' A� SEE DETAIL 407 -1 E � . : •:_•�-__- I . 1 l 2 2' MIN FREEBOARD 4 f �1$' 12"� 2' MIN. CLEARANCE -1 I 1 Vii•: ,,...+'-III_ PROVIDE 3/4"-0 FORA '_ Il rti �Y�y.. a : _ 6" MAX POND DEPTH r w /1. amu. 1=III-I I IC.�:.. +.�.'111-III. MINIMUM OF 8' AROUND r y` - t_.t•14 ter_°_..__. _ 6 4" EXPOSED MIN. OVERLAP ..�) +I �.�.+r �-- CLEANOUT \/▪ �'\,j •;: o . 30 MIN I I SIDEWALK DRAINAGE A \\ISOMETRIC CURB CUT-OUT --w-I MIN �-- // / TREATMENT AREA \ _=1 =1 I =1 I I-1 1= \\; NOTCFI = pc ! • _ _ " t" MIN N.T.S. -_a=..- I1- { x\//\\\ ''. -1 IIIIIII1 11111 II-1,.,i\% 18 MIN GROWING MEDIUM ° 4 i1$ MAX - _ ■ E r'1 G I r'1 E E Ft S • "ONdE 1/2"GAP (MAX)k-t 117'._.r_... ARIES PLAN CURB CUT-OUT BETWEEN cLEANouT PIPE II-1 /\/\/r .- 11 -11 1-111=111- •C/\�, ° , , _ _ c�! 4' MIN POND DEPTH 1MTH 2' COMPOST MULCH - 00/ tee: 111=11 - '~/\� _ _ y 921 SW WASHINGTON ST. • SUITE 560 AND GROUT COLLAR, ,1=f I I `%'i _%%==1117 /i\/i\/i� =I 11-111- -111=111-11 ,,>' I hE-11 E=I I 1=1111 11=11 , ...... //`/�� I " • I I I 1 11 'WA ' �I 111= a •j\/�/\�/,., � - -I ,�.�,���. .. \\/\ 3" DEEP (3/4` - 1/4") CLEAN " 1'�/ / - 1 1� 1 I1-111-1 1m----" \\f 1$ MIN. GROWING MEDIU#A PORTLAND, OREGON 97205 N.T.S. R 3/4 -I 1-11 - •4-VI -V =11 I_ �\/\�\ •.:� - • .)> CRUSHED DRAIN ROCK 6 / y,/\'■�1.11 1 1=1 1 11 \.\/�\%�\\ 3 DEEP II-111 -�•-•, -■�-•r_• 111-1 a !\\/��\\//� ��.. ; ���! ,'.�f�\����/� /\\/\\/ ., Y �.►a. a \�`\, \ DRAINROCK 4' - 1/4") CLEAN CRUSHED WEBSITE:503WWW D ENGINEERS COM 2449 GUTTER (G) ,• .�; .flt;*- _ /\/\/\/\, • t�., v. i\/ /� ,. r ,\/\ \ �'s �� /�/ 4" _- 1 111 *�.r_ .r__._,, 111-I, /\/ / �• �0�f� �I♦_:-0.. f, .,. .\&\�\//\ 9 DEEP (1-1/2 - 3/4 } \/ / ,N-::-. �� �����1\/\// /: - CIVIL / STF2LJCTlJFZAL r " _I=-1-j1111 111 CA-a- ;�� Ill-1 j I- \\j/�/Ny K ` CLEAN CRUSHED DRAIN ROCK >,/\/\` ; �_ �%Y it .....5!".41,/\\j\j` 15" DEEP (1-1/2" 3/4") CLEAN CRUSHED FILTER FABRIC, EXTENDING TO 1 2 _, I_ �-I RAI 1- 1 -,ISL,�1 = _ a /\\�\�\// . 1 `A 1. / / DRAIN ROCK ©Copyright:0/2918 D'Ameto Converscnc Inc.All Rights Reserved -TREATMENT/PONDING AREA "�- 4 _ I' /I.41=11 I---III. ,° , \/\A i %.!�Y \ 4'.</.;(\./71,\/;.< .,<\ �� �'/ /.. %'. Th,ee 1.and r~.I...,and M",Q, be ,I".I,de w t-I ,- II-111=111 111=�11-111-1.1--Lf ���I ,i� 111=111-! \//� :� '' \/\/V .' \' \/ PERFORATED DRAIN PIPE, 8" TYP. SEE NOTE 7 0 owe a.� from «onnc°annaInc.unauthorized.. STREET ° ° . . . . :111=111=111-111=111=111-111=111=I� _a- � f -7111--III- j/�%/ . .. .: ./ �// 7 f - - I 1=1TI-I 1= - - - •11 L:-ter- • • i--:- Ill-1_I-f I • \\/\ ••<\\ f��h\ *) \ * %<'' '/ \ /\� OVERFLOW TO SECTION A-A . 1' B" ..�.�:.�r:.:a:41.4' 0411ZtAt - /�/ //\�/\/\�/ / ///�Yj\// /j\�/\//�j%\//\�//\// \\% ATTACHED LINER, SEE NOTE B. r:�r r:� r �.r__.:- -..r_�- r::r• .:_ter_r�tira"_� 1111 1" \\/\\� as /\ \ / /\ .//,‘„ AV' \/ /\ CONVEYANCE -_ - ,, . ..r..r.ra . A.1W.� .i.9 .r0.1.6. 4010,4 •A 11-111- /\� �/ \\i\\/y\y\\/\y\\ /\\/\\/\\/�\/\�\\/'��/ ar r- -..lr..r:.+r-:.r-:::.r: ::.fir.,,r fir. Lr_�.r.,.:-..r:e"-ti'- _ / /iC \//�\/\//\//\//\//\//\/\//\//\//\/\//\//\//\//' WATER PROOF PVC BOOT AND J 1 _._+f_ ._._t..._•,-._•. .__- _ � .: =111-1 /�/ ° \4.'\'' �/\\/\\/\\/\\\/�\\/\\/\/�/\\/\\/\\/ NOTES Lu 3 TAPERED RELIEF TI -2 r:�:•.• 111-1I I-_ / / \ � /��///i\/i///.`//6,\/i�/�\ %/4", ..s//• CLAMP OR APPROVED EQUAL ua n....N PROOI--•- 2' 6" ---I AT CURB FACE T ---FF-11{-_ '\ \j/ ., \/. OUNDATION DRAIN PEF3 SIGN '\r` 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED i42 kr-_ 111-1l1= 1 \,,,, ./ j,\ 7 FACILITY AREAS PRIOR TO DURING, AND AFTER CONSTRUCTION. FSP :'!- -III=III_ i/,/,</�r� /��v/ /\�/ /, SECTION A-A 74•./ SECTION A-A 3/4` - 0 DRAIN ROCK TC-G-4 t-a= i \y\\j\\ \\j\\j\ � 2. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW866[5 iW ..w '�'' ��'*� 111=�=I / //\\//\\//\\/ //\\///\\/ ,' TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. Ears 3' DEEP TYPICAL ..,..e..-1,....,.....-.....r.. .. '`r_= r„Lr_v - I �� \�▪ \� \ """ ��\ ;; .off��. 4. a ,.r�tr�f *��-1 I I i I i\ ./j \/j/ \ /7 \//, 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED ���*�j�t�j��'- ° ` a r !�!����:I ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406. PROVIDE 2" MIN FREEBOARD. - ' OREGON NOTES: 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. Q �V Z` 1. PRIVATE WATER QUALITY TREATMENT 9 +� NOTE. CONCRETE ENCASED L❑T# 2. 30" MIN WIDTH - FACIUTY LENGTH TO BE CALCULATED BASED 5. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDEWALK, SLOPED TO FACIUTY. SIDEWALK DRAINAGE NOTCHES 114 If, 1 '� ' 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. CURB CUT OUTS NOT ALLOWED ON WASHINGTON COUNTY BOTTOM WYE ON INCOMING FLOWS. SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. 0 5� ROADS - USE MODIFIED CG-30 SEE DETAIL 403, FOR INLET STRUCTURE. 3/4 -o FOR PLASTIC PIPE 3/4'-O BOX SIZE (SF.) 3. VEGETATION: SEE PLANT UST IN LJDA HANDBOOK. 6. 30 MIL IMPERMEABLE UNER OR APPROVED EQUAL SHALL BE USED ONLY IF REQUIRED ON PROJECT PLANS PER N A • 2. INFLOW STRUCTURE - CURB CUTOUT SHALL HAVE MINIMUM 2" DROP AT THE FLOW UNE LEADING TO THE # OF PLANTS 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. ROAD AUTHORITY OR AGENCY. - SPLASH PAD, SEE DETAIL 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM UNEAR 7. PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL. BE SET AT 2 1/2" ABOVE SUBGRADE. ■ SEPARATION. PERFORATED PIPE IN UNED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK LAYER ■ 3. ENERGY DISSIPATER DRAIN ROCK: ROCK SIZE 4-1/2' -- 2-i/2' OR SIZED BY DESIGN INFLOW. PLACE NOTE: TYPE OF PLANTS 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. 8. HYDRANTS, UTILITY POLES, OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY ROCKU6" DEEP BEHINDO LSOCAL PAD. 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE. 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF JURISDICTION IN WRITING. 4. ENSUREB PROFILE THAT PER ORRCATCH BASINS FACILITY IS BELOW BUILDING FOOTING. 9. ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. 72ND A 5. THAT DOWNSTREAM CATCH ARE IN PLACE FOR HIGH FLOW CONVEYANCE. 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8' PIPE. SIZE ❑F PLANTS 10. ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. CURB CUT OUT STREET SIDE LIDA APARTMENTS LIDA STANDARD CLEANOUT FLOW THROUGH PLANTER LIDA PLANTER WITHOUT LIDA . HANDBOOK C eanVV�aber Se�v�ces C eanW�ier Sav�oea HANDBOOK C�ean'V�ier Sarv�loea STREET PARKING HANDBOOK Cies/Miter Se rv�oea 0 DRAWING NO. 401 REVISED 05-16 DRAWING NO. 500 REVISED 01-131174 0 SX 72ND DRAWING NO. 794 REVISED 03-16 DRAWING NO. 795.1 REVISED 04-16 a CURB CUT OUT STANDARD CLEANOUT FLOW THROUGH PLANTER STREET SIDE PLANTER CLEAN WATER SERVICES DRAWING N0. 401 SCALE : NTS0 CLEAN WATER SERVICES DRAWING NO. 500 SCALE : NTS CLEAN WATER SERVICES DRAWING NO. 794 SCALE : NTS CLEAN WATER SERVICES DRAWING NO. 795.1 SCALE : NTS AVL NUE 0 TIGARD . OREGON 97232 FOR: 72ND AVENUE PROPERTY, LLC li IIIw ■ AST IN PLACE I o LIGHT DUTY CAST IRON GRATE I CONCRETE COLLAR T E TO MEET H2O IF v Q 81.25" APPLICABLEI r g T RIM ELEVATION 32" - - 26" I I o i I _ SEE PLAN • ... . :4 J• ' 3„+ 4 STS PIPE INVERT 1---- .•- 4," 08.25" ' I. z z SEE PLAN °T I STANDARD GRATED INLET . -I •- �`;'47111r. ° �� - -r _ �„ OR WATER TIGHT STEEL u [' Il 0 n� w I; Z TRAFFIC RATED SOLID °• r: 4.Ir ;.;::'�.",..:; ; 4 = COVER PER PLAN "::.� II I 22" 1, cv, cn OIL TRAP WITH RIM PER -..:11: AYSAVER t r r a 35° 32" 18„ w PLAN : II I II I 0 z CLEANOUT PLUG =/ -7 ;;,::1 r �` �': x. x 1 - a �w 1 r CAULK FITTING WATERTIGHT 7I. . I I L 311 "� 12" TO CAULKING HUB . a'Ti i i `r;1`%`ri`�i:4l k[ 1 i IL _� - J - a d = y� ?" ^aiii. o . , r 1 • 0 - © 1 u � I f IY 1. . ; • L,� • I I I X X � 1 PIPE INVERT ° . BAYFILTER CBF o wa NOTES: Z - PER PLAN ,. ' ° " A.) CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL ■ 4 028" o WITH ALL JOINTS WELDED. CATCH BASIN CAN BE ROUND OR N - ■ SOLID COVER GRATE INLET - 4 SQUARE. NYLOPLAST BASINS WITH ENVIROHOOD STRUCTURE MAY BE it 7: x SUBS11TUTED. N PLAN VIEW 35 B.) CAULK PIPE TO CAULKING HUB. OIL TRAP WITH ° g C.) SET CATCH BASIN ON 6" THICK COMPACTED CRUSHED ROCK BASE. CLEANOUT a D.) BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. 24" 'k W BAYFILTER :03ef TL NOTES CO CBF-1 WW aR 2 AREA DRAIN 6 A.) CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL 4 10-08-18 SITE REVISIONS N W BF CB#2 - 4,131 SF W PROJECT 72nd Ave. Apts. �o m� W� SCALE : NTS WITH ALL JOINTS WELDED. NYLOPLAST BASINS WITH ENVIROHOOD 3 09-10-18 PFI REVISIONS LOCATION Tigard, Oregon BF CB#3 - 4,345 SF -i 10 Doi TRAP STRUCTURE MAY BE SUBSTITUTED. OUTLET PIPE ` 912" HEAVY-DUTY ZURN ZFV812 OR 2 08-22-18 TVWD REVISIONS BAYFILTER WATER QUALITY FLOW i 0-025 cfs to Z - . AIR RELEASE VALVE DRAINAGE AREA ►e >"_ �N t= EQUAL - TRENCH NO. 2002N B.) STEEL OIL TRAP CLEANOUT TO BE PLUGGED OR HINGED ACCESS. L^� 30x3 24x3 GRATE INLET U °� `o CARTRIDGE DESIGN FLOW RATE 11.25 GPM Q b W POLYMER `� ! SOLID COVER GRATE INLET I!7 �a #BAYFILTER CARTRIDGES 1 =Q H a W C.) CALK PIPE TO CALKING HUB. 1 08'D1 18 PFI AND TVWD REVISIONS SEAL _ile OUTLET CHAMBER . " :-'_,--- _ o a TREATED SEDIMENT CAPACITY 175 LBS I', �- • O l O 2 o,T 4w 4" 6" INLET / ':' ': /` ':' :' O (IL -04" 410 --�� -� 4" THICK D.) SET CATCH BASIN ON THICK COMPACTED CRUSHED ROCK BASE. MARK DATE REVISION/ISSUE DRAINAGE �� i� V . V V THE BAYFILTER STORMWATER MANAGEMENT SYSTEM IS 28" I 28" O °w a / CONCRETEmommo / : : / ` A STORMWATER FILTRATION DEVICE DESIGNED TO28" o 4 �/� //: 4 . E.) BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK, ■ PROTECT NUMBER DRAWN BY CHECKED BY MATERIAL , .. / .. ►. .. / .. I -- 5�' -- �� ■ . .� 1. 'A r, ei .. REMOVE FINE SEDIMENTS,HEAVY METALS,AND I L / 5" o (MIN.) MEDIA / • • `: / FLOW PHOSPORUS.THE BAYFILTER SYSTEM RELIES ON A I -14-OUTLET N a ✓ • + . 17042-0032 ]A5 It]L .•i ,•i ►•i .♦i r i CONTROL SPIRAL WOUND MEDIA FILTER CARTRIDGE WITH 45 / m r� F. , • • ♦ • . i _I�/// Zv a, ��J�LJv�v „ S �Vvvt SPIRAL , �� >� - ., ►, �. m y v v v v A 0 A A .•+ ORIFICE APPROXIMATELY 45 SQUARE FEET OF FILTRATION AREA. -7_"1-114)13\_ 36" C a =,. z r���� ♦ . .♦ . . • ♦ ♦ ♦ ♦ ♦ OPTIONAL a Ce °W -- " w s r•� / r♦� ►•, r•. / r•, THE FILTER CARTRIDGES REMOVE POLLUTANTS FROM _ a {�3" 0 n LL o (- OUTLET , / ., ►. ►� / ►, / ►. 3" INLET ?� + _ ,•, ►•, ,•� / ,t, 0 ,•, RUNOFF BY FILTRATION(iNTERCEPTIONlATTACHMENTl - ff O Z I-III- •� I I-I I I 2" COMPACTED DRAINAGE , 'A 'A A �•i 17" DSI STUBS `DRAIN - Q n oz I ° �� I AND ADSORPTION. r. .� ►� .� ., ,° o W MATERIAL / / / 4 INLET I DOWN DOWN _1 m dZ ' A - - ►•, / ►•. / .♦, / m W i CRUSHED • % • • •• 0 . • PLATE \OUTLET = - w= III a =I SURFACING STEEL CATCH BASIN 8 ►i �, i • ►_ ,�„ ►�•• , FILTER _ `/,`i _ o - 4 -II I TOP COURSE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE 31" 25" 30° a r I --II ,_ IR + �, 411. SCALE , NTS ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE •.;;:.; f - ,•: •. ,•,•,•F LEG w z w - I I DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF .. .. .., _(f.:•F'•t,.':'s,.•,:� �; ., �B.2�j" wF , 1 I I III-III I=I THE ARCHITECT. OUTLET 4 N 1±-1II-III- III-1 COMPACTED }� .:. COLLECTION _° , SUBGRADE 0 { ir.., ;:d MANIFOLD SECTION A-A Z I I-_ HILL ARCHITECTS SECTION B-B 3 m Q o= SECTION A-Asomiiiinum ti T DETAILS SHEET --- OF --- TRENCH UNDER-DRAIN CONTRACTOR NOTE. 0ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED UNDERGROUND SERVICE ALERT ADS - BAYFILTER 5 SCALE : NTS HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE ONE-CALL NUMBER SCALE : NTS SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS eSEE PUBLIC FACILITY FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE 811 IMPROVEMENT PLANS FORACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE C5. 20 WORK IN R.O.W. UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTINGCALL BEFOREBUSINESS DAYS . UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. SHEET 9 OF 12 8 ■ 7 ■ 6 U 5 ■ 4 ■ 3 ■ 2 ■ 1 8 . 7 . 6 ■ 5 . 4 . 3 . 2 . 1 CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL STRAP/SLING /\\'\\/\//\Y\\//\\//\\ \\X/��/V/\ \//\/V\j 1 PIPE WRAP/ 0 \\/\\/\/ • • /, '. .p / /\/\/\ /� -- Pill 1 O PE ENCASEMENT _____ , //%/%/% a .:. // / rI O , AC PAVEMENT REPLACEMENT. \%\\�\\%\\ •.. ■; .Yd i • �. , �" j\\// l FINISHED GRADE SEE NOTE 4. ] I M. II // // // d �: ./ //� 1 MOUND EXCESS MATERIAL TO ALLOW --�12" MIN. SEE NOTE 4. /\//\ •= :-;•� /\\/\\/\\/\/\\/ / / ■ , 4 :. - a•. // 18" MIN DISTANCE ., I .�+_. 4" MIN. FOR SETTLEMENT. CONTRACTOR 6" CLASS "B" j// // /j\// \I \\,/ \I\� • TO NEAREST JOINT ! ':r'� • . I,w-! 2" MAX. H I L L SHALL RESTORE ALL LANDSCAPING SAWCUT CLEAN EDGE FOR \/\/�/�\/�\/\/\ \/�//�\//\�/� /�/ /./ `: '• a: • ■a... . ' •• //\/ AC PAVEMENT REPLACEMENT. BACKFILL ' /�\ . A• /\ �. I A! it tTO PRE-EXISTING CONDITIONS. SAND SEAL JOINTi 1- . O O �� [-mi.- 2' !� �; �,) ARCHITECTS t of fad �aa41 r_II Irrtw Mase •asp /,a t O - , EXISTINGI I? EXISTING II \ 1 1 [I: �: I, , j j: IIl l i l l �l I,�,.. GROUND < AC PAVEMENT - -_.-. �. �11�1 I�.I,I/_ . ��•�,'�'11■�SI,II� `l �� Iy 3 7 5 0 BLANKENSHIP ROAD _...:.,...,•.„,..• - � ''''''\'''\'y� r ii / / iiy/iiiii 0 -4 __xy SUITE 400 Li \,•,,,,-. ,rOirOi,Oioi� \\ \\ \\ \ \\ \\ \ \\ \\ \\ \\ \ 1 y"I W t r•• I O DETECTABLE WARNING /` // ````````'� IMAM x\��\.\�/\\�/\\,/\,.\//\//.\//.,\X"...4"\\/ //.\/ 5 • '� WEST L I N N . OREGON 9 7 O 6 8 �Al � � Vii. \ �.�.�.�.�.•_,.._..:...:_..:_. OS [O� ! TABLE 1 © "��j O TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 \\/\ ri\`ii��i��ii�`kitre •y'•y't fiwo ROADWAYTi 1 TAPE FOR PIPE DIA. >12" \ \ ``````\`"*" "' '' •" •" PROFILE VIEW ,\ �\�:\� •=i= =i.=i_i:i�=i=i BASE •• /�/�/�/�/ w-w 7w_ \ �r\��������•_•_•_� � _ 4� iirc � 6,. MIN • CLASS "A" \//\%``%``%``$41.1 i=ce= //\// , _ , J `y TYP BRANCH THRUST BLOCK •,��JI'•+ airiiii . •�h i NATIVE � 7 • \ \`%``%``%``%``%f ���� \ r - I PIPE DIA BEARING AREA '�.. • •lt.i �_ e //. CLASS ,•B„ 3 4„-0„ �._ -• F �•. a f . �t BACKFILL •\ \.,r,.,,• \ 6 ''':.`: -- I 4 ) ( ) �,: �► ��. ire t / :��\ �\�,�: \ CRUSHED ROCK 0 iii IN SF �.� tolori , •Ifo ) , \\ •,•,: •,• ''\ • \ GRANULAR BACKFILL I Will 1 11 li 0=1 6 2.8 ' �•. 1I r r�ry . • •r . i • .• �. TRACER WIRE FOR II i�Cf `%\�\'�\�,: • • a /(� 2' � © •:�� 8 5.0 ��:� -'�t PIPE DIA. >12" / //�i 2" 1 i iHILILZ1 / / • . • / / / - �> 1 �' . DCI i�%%%ra.\ /\\/\��.:. - ':�_ / / / / / /� 12 11.3 1 Alit PIPE \\\/ Vii% �� \\ \ \/\/ \\,,,,•\ /\/�// / / /\�/ itenGineeRs ZONE j// _'� _I , //PIPE flD KEYNOTES: j •., •C r .. �- �'�•',+. ` _ l TWO LAYERS OF TAPE WRAPPED 6" MIN 0m-91v44 921 SW WASHINGTON ST. • SUITE 560 \ •%� '% 1 ALL THE WAY AROUND A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK TYP �est0 }004.��!.* to 0'• PORTLAND, OREGON 97205 • \\ t;'r_ •."•_ r_, •:' / 6" PIPE BASE SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY = \� PHONE:(503)242-2448 • FAX:(503)242-2449 e`�` ,-- `" / DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) KEYNOTES: /.,/�./�. /�, /, /r. //////,-/A/24/././././., i \ \ \ /"c/�` KEYNOTES; WEBSITE: WWW.DCI ENGINEERS.COM 6" \/\\� PIPE /\\/� 6" B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF V-BIO® POLYTHEYLENE A. EAST JORDAN #77-6 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH "W" GIVIL / sTRUGTUFz�� 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS ENCASEMENT PRIOR TO POURING THRUST BLOCK AND BACKFILLING. EXTEND CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS OF ©Copyright 10/2018 D'Amato Conversant] Inc. MI Rlghls Reserved TYP. 0 TYP. OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. ,�, .ed . dwegne notbemowed. mol.a SHOWN. POLYETHYLENE 6" MINIMUM BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH ;.,ot.;:,a,,.;„.,,,,m;,,� ,,. o',„,,,, ,,,.,,�. POLYETHYLENE PIPE WRAP TAPE. SEE DETAIL 301. B. UNPAVED AREAS ONLY: PROVIDE 4" THICK CONCRETE PAD OVER 4" D' toC inc.dfscwimeamnepaobr'ityfor:b.no"thodrod use . 24" MIN. 2. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. COMPACTED 1"-0" CRUSHED ROCK. PAD SHALL EXTEND OFA MINIMUM OF 6" NOTES: A ONE FOOT OVERLAP AT EACH END OF PIPE. D. LINE-SIZE GATE VALVE (FLG X MJ) PER DETAIL 402. AROUND VALVE BOXES. REINFORCE CONCRETE WITH #4 REBAR MAX 12" 0.0. 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED. CENTERED VERTICALLY IN SLAB. PROVIDE 3" CLEARANCE FROM EDGES AND L" COMPACTED TO 95% OF AASH TO T-99. 3. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT PENETRATIONS. Lu 16) PROft TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2-LAYERS OF C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. F.kkG1NefR / 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND CIRCUMFERENTIALLY OR SPIRAL WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE NOTES: D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS 60" OR DEEPER FROM ''= • 866 5 �� REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO SHOWN LOOSE FOR CLARITY) TAPE SHALL BE 10-MIL BLACK ADHESIVE PVC TAPE, 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE FINISHED GRADE. SEE DETAIL 403. 5 T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). CHRISTY'S PIPE WRAP TAPE, OR APPROVED EQUAL. TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE E. WRAP VALVE WITH V-BIO POLYETHYLENE ENCASEMENT, OR APPROVED EQUAL 11-11 :' OREGON SADDLE WILL BE INSTALLED. PRIOR TO BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM BEYOND VALVE AND 3. CLASS "B" 3/4"--0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED 4. LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, AND 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. BOLTS SECURE TO PIPE WITH 10 MCL PVC TAPE. SEE DETAIL 301. c:::' 9 1 /0 AREAS. AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. MAKE UP JOINT. SHALL BE COR-BLUE, OR APPROVED EQUAL. F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND IF 04/ S 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF LARGER SHALL BE MJ BUTTERFLY VALVES. STANDARD LOCATION FOR N 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE 5. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. BUTTERFLY VALVE OPERATORS - NORTH AND EAST SIDE OF MAIN. JURISDICTIONAL REQUIREMENTS. PLACE AS SHOWN. 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR G. 2" SQUARE OPERATING NUT. NI PRIOR TO TAPPING. • H. 8"x6"PVC SDR35 REDUCER SXS, CONNECT TO D3034 PIPE USING A COMPATIBLE 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE 6. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. PVC CEMENT. �J AVENUE C� JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. I. COMPACTED ROCK. / 2ND ! <VE N U E Tualatin ValleyWater District DESIGNED:KLS DATE: 3/1/2018 Tualatin ValleyWater District DESIGNED:KLS DATE: 3/1/2018 Tualatin ValleyWater District DESIGNED:KLS DATE: 3/1/2018DATE: 3/1/2018 - TYPICAL DETAIL PE BAG INSTALL DETAIL DETAIL Tualatin Valley Water District DESIGNED:KLS DETAIL �� fit, APPROVED:NWA TRENCH BACKFILL �` z•�• APPROVED:NWA MODIFIED DIPRA WET �� ��. �� APPROVED:NWA TAPPING SADDLE 41/4, M APPROVED:NWA TYPICAL VALVE SETTING APART V L E N T S 1850 SW 170th Ave. Beaverton,OR 97003 201 1850 SW 170th Ave. Beaverton,OR 97003 SCALE:NONE TRENCH METHOD 301 1850 SW 170th Ave. Beaverton,OR 97003 + 302 1850 SW 170th Ave. Beaverton,OR 97003 402 (503)848-3000 www.tvwd.org SCALE:NONE (503)848-3000 www.tvwd.org (503)848-3000 www.tvwd.org SCALE:NONE I (503)848-3000 www.tvwd.org SCALE:NONE 11740 SW 72ND TYPICAL TRENCH BACKFILL PE BAG INSTALL TAPPING SADDLE (FOR REFERENCE ONLY) TYPICAL VALVE SETTING TUALATIN VALLEY WATER DISTRICT DETAIL 201 SCALE : NTS 411 TUALATIN VALLEY WATER DISTRICT DETAIL 301 SCALE : NTS 4111 TUALATIN WALLEY WATER DISTRICT DETAIL NO. 302 SCALE : NTS 4110 TUALATIN VALLEY WATER DISTRICT DETAIL 3 SCALE : NTS AVENUEGI HYDRANT BEHIND CURBTIGHT SIDEWALK MEGA FLANGE ( VAULT LID SHALL TIGARD , OREGON 97232 2" GATE VALVE SEE NOTE 4. ` COUPLING ADAPTORL Y Will T1�11D 18" MIN MILS-SPAN TER SYS1131 FOR 72ND AVENUE PROPERTY, LLC • 61 I 24" MAX 3 -6„ DOUBLE CHECK VALVE THRUST y RESTRAINT (�SEE NOTE 1 1 AAV :1 r�r /- r I C. 111111111 . - 0 BREAK FLANGE 0 .1. ;:__,.., _ LOT TO 8E FLOW .���=� �� wJl•�. I7� STANDARDS S C111AIV ■ ! 18" MIN Z �� SERVED :�' �_, '` v z PROPERTY LINE .IF (,IIARCH 1r?f8) *.#*�� j�f�✓� ' ' * 1` SPOOL FLGxPE 6�I • EXTEND DUCTILE IRON PIPE ��//��i �I�I�✓ `�` /y C' `�• ' • • • • • • + L�1 Q SEE NOTE 2 MIN 5' MIN. OUT OF VAULT TO �,�o4. i/{/V '� '& LATH ON PROP. PROTECT FROM BREAKING �\ �✓ �� *1» Gi� � :.... ...:�sc '-',=' , ` a SIDEWALK �' DETECTOR FOR 1 {* �" LINE AT PUL. DUE TO VAULT SETTLEMENT. 1 I• , / FIRE LINES ONLY ��SUMP PUMP OR ` { O O 0 SEE NOTE 1. 0 e::•.4.1 1 ? PROPERTY LINE AND = PROPERTY CORNER. LADDER MEETING OSHA �� i ��j DRAIN PER DETAIL 702 i - 7" -- / 1 Nor + a ,._- LOT NUMBERS MARKED REQUIREMENTS • ,',,;;_ D SEE NOTES 2 AND 3. , !j��-� ►.'� _ ON FACE OF CURB. SEE DETAIL 701 AND ,:.'•� WI� 6" CLASS 52 DI PIPE •1111-111‘t SEE NOTE 1. PLAN L) 44:.'' =•: PUBLIC UTILITY SPECIFICATIONS •• ••! _. ,-...l___-.8.1:.1%.1.;_ _ EASEMENT ,�. :,x,�.,c+ '' O ` ��i�\i�. �`� WRAP SERVICE PLAN } DRAIN TO CURB OR © LINE MIN. 3' WITH 3" MIN 6' 1v1•_. y.Y HI _4 ,,,,, , DAYLIGHT HYDRANT IN PLANTER STRIP 10-MIL PVC TAPE ,'-- \ r GROUND LINE � , Vt4k. ., } SEE DETAIL 301 .. .. . , . �• \�.•� ,,,�,o,�;�\\�\/�%\'/�\ : H ' 18" MIN • f ... _ ,.� �� i\��, \\ 24" MAX . . ..:.:. �q�\�i�iy���!� � I��_ -i 3" MIN �� \y �r CLEARANCE ON �1 ISOLATION BALL VALVE ' - r BREAK FLANGE = OAP VE D OS&YVe 18" MIN rte!-L1I _ SEE NOTE 5 MEGA FLANGE II"- STRADDLE BLOCK COUPLING ADAPTOR i 19• • 0 PER DETAIL 304 (TYP) INLINE •CHECK VALVE ■ 441- .-;".._ - '` • Dip , ••• )' : -t METER BOX AND SERVICE PER CURRENT -- - ■ �_ _._ .-r: = ��� \ TAPPIOUBLE NG SADDLEP INSTALLATION BY TVWD I PLUMBING CODE FLOW 1 • 711111111 •� • Thi:AIM ��� OR LINE SIZE X 2" I ��I �I� KEYNOTES: TEE METER Eti r . . CONCRETE BALLAST • 12 RODENT 2" IRON BODY - �� SEE NOTE 3 .•.••„•'' • ., SCREEN A. VALVE BOX ASSEMBLY PER DETAIL 402. E. 12"X12"X8" CONCRETE PIER BLOCK "•"•"+"•�"•"�"�"-+"�"+"1"•� •" f GATE VALVE, ..�.:.. I .i;••,.•,_:1!.•..•:•_i!••:.4-AK••.•+, •;•• .. . ON UNDISTURBED NATIVE SOIL. THREADED !lI' ■ll;li 15" MIN DEPTH B. ••.��.•. ••���'� ••'��"• �� I B. 6" GATE VALVE. WRAP TEE, VALVE, •- 3/4"-1" •, • i AND PEPE TO THE FOOT VALVE WITH 3 F. 1-1/2" CLEAN DRAIN ROCK CRUSHED ROCK FOR �-'>•-- UN �+••" ® + �• .• d �:•.�� DRAIN TO DAYLIGHT OR LAYERS OF V-B10® POLYETHYLENE POCKET. 4 CUBIC FEET MINIMUM. DRAINAGE. /6,-..,,,-",•,.,-,:-.,•,..,,,...-4,/...L._-....1-% `t -:•'"'-''; %:'•spy/%• `• • ;VI. . PROVIDE 1/3-HORSEPOWER ENCASEMENT PRIOR TO BACKFILLING. MINIMUM 6" ABOVE HYDRANT DRAIN STAINLESS STEEL SUMP PUMP. m 4 10-08-18 SITE REVISIONS co EXTEND PE WRAP A MINIMUM OF 6" OPENING. WRAP WITH GEOTEXTILE ELEVATIONSTAINLESS SEE DETAIL 702 FOR BEYOND TEE. SECURE TO PIPE WITH 10 FABRIC PER TVWD STANDARDS. NOTES: 6" DEPTH 3/4"-O" SUMP DETAILS. MIL PVC PIPE WRAP TAPE. SEE DETAIL 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY CRUSHED ROCK 3 09-10-18 PEI REVISIONS 301. DO NOT WRAP HYDRANT BARREL. G. MAINTAIN MINIMUM CLEAR SPACE IN LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK MAMPACTSD TO 45% MAX DENSITY ALL DIRECTIONS PER DETAIL 503. THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. 2 08-22-18 TVWD REVISIONS C. TEE. NEW CONSTRUCTION TEE SHALL PLACEMENT OF CONCRETE AROUND 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER NOTES' BE MJ X MJ X FLG. CONNECTIONS TO HYDRANTS IS PROHIBITED. UTILITY 8ILCO 1. REFER TO OAR'S FOR ALL CLEARANCES AND EXISTING MAINS SHALL BE TAPPING TEE SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. SIZE VAULT * DOOR TO OHA FOR LIST OF APPROVED ASSEMBLIES 1 08-01-18 PFI AND TVWD REVISIONS PER DETAIL 302. THRUST BLOCK H. FOLLOW MANUFACTURER 2. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT REQUIRED ONLY FOR TAPPING TEE. RECOMMENDATIONS FOR BURY LINE 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF 3 660-WA J-5AL WITH NON SHRINK GROUT A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES 4 577-WA J-5AL MARK DATE REv1sloNilssuE AND BREAK FLANGE MAX AND MIN. 3. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU D. MECHANICAL JOINT WITH GRIP AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT 6 676-WA J-5AL YDS MIN AROUND BASE OF VAULT WHERE FLOODING IIIMINIIIIIIIIM FOLLOWER. ALL JOINTS IN HYDRANT I. NO RISER KITS ON NEW HYDRANT LOCATION, I 8 687-WA JD-3AL OR HIGH GROUND WATER EXIST . PROTECT NUMBER DRAWN BY CHECKED BY • ASSEMBLY SHALL BE FULLY INSTALLATIONS. 4. PLACE BACKFLOW ASSEMBLY AS CLOSE TO METER AS POSSIBLE. ADHERE TO LOCAL I 10 5106-LA JD-3AL 4. THRUST BLOCK 1'-0" MIN THICKNESS 17042-0032 JAS R3L RESTRAINED. ISOLATION REQUIREMENTS. . EQUAL""OR 5. FOR USE ON FIRE SERVICE LINE. MIIIIIIMI Tualatin Valley Water District DESIGNED:KIS DATE: 3/1/2018 Tualatin Valley Water District DESIGNED:KLS 1-1/2" & 2" METER DATE: 3/1/2018 Tualatin Valley Water District DESIGNED:KLS DOUBLE CHECK VALVE DATE: 3/1/2018 FIRE HYDRANT STANDARD DETAIL SII INSTALLATION WITH DETAIL ASSEMBLY DETAIL (\ ��, �� APPROVED:NWA (��^ �� APPROVED:NWA BACKFLOW PREVENTION (� �^ �� APPROVED:NWA INSTALLATION OR DOUBLE CHECK 1850 SW 170th Ave. Beaverton,OR 97003 502 1850 SW 170th Ave. Beaverton,OR 97003 605 1850 SW 170th Ave. Beaverton,OR 97003 DETECTOR ASSEMBLY 801 (503)848-30(}0 www.tvwd.org SCALE:NONE (503)848-3000 www.tvwd.org SCALE:NONE DEVICE (503)848 3000 www.tvwd.orgSCALE:NONE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE • ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT Of THE ARCHITECT. 0 HILL ARCHITECTS FIRE HYDRANT DETAILS (FOR REFERENCE ONLY) 2" METER (FOR REFERENCE ONLY) 6 DOUBLE CHECK ASSEMBLY DETAILS TUALATIN WALLEY WATER DISTRICT DETAIL NO. 101 SCALE : NTS GI TUALATIN VALLEY WATER DISTRICT DETAIL 605 SCALE : NTS TUALATIN VALLEY WATER DISTRICT DETAIL 801 SCALE : NTS lb DETAILS 0 ` • • 1 • • 1 • ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED UNDERGROUND SERVICE ALERT HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE ONE-CALL NUMBER SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS 4 SEE PUBLIC FACILITY FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE I/� 811 IMPROVEMENT PLANS FOR ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE '.. ;N C 5.30 WORK IN R.O.W. UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING 10 CALL TWO BUSINESS DAYS UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG U SHEETIOOF 12 8 • 7 m 6 IN 5 N 4 • 3 • 2 • 1 8 IN 7 • 6 • 5 a 4 • 3 N 2 • 1 --DROP INLET F_' WITH GRATE STAKES (2"X 2"X 3') ' • '., HILI . . . .• 1111111 • 11111 . ■ . ■ ARCHITECTS 1 1750 BLANKENSHIP ROAD SUITE 400 EST LINN . OREGON 97068 FILTER FABRIC TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 . __ DCI f I ■ 1 • E fl t f EER S 1 921 SW WASHINGTON ST. • SUITE 560 PORTLAND, OREGON 97205 PHONE:(503)242-2448 • FAX:(503)242-2449 WEBSITE: WWW.DCI-ENGINEERS.COM NNNCIVIL / S rF2UCTLiFZAL 0 Copyright 10/2018 I)'Amoto Conversono Inc, All Rights Reserved III /\ — The.documaM,end the lam and deagne rosy not to reused,In.halo or ie ymk.•ithout wttt�":"Tor,I,pm''''mots Ca.ramono Inc. slope PLAN VIEW _ 1 a,male I:mvertano�.dl.��ma aM ns�ilty,ar��naurh.=ad- I Slope 4:1 4 1 I I \5�,,,��D +PRO/ k,_ FfNE4�/o STAKES I 1 aimy FED MEI I F• FILTER FABRIC STORM INLET r y I k 866 5s APROTECT ION �'-` / rr r aur-s+aae RUNOFF WATERf 1 , , . ._...,,,,ION � �_� ti `y c2u.� ® i _ . OREGON WITH SEDIMENT `sem O _ -� N 88'4.4'21' —1az.sr _ -- — .—`�''— . -. __ -- QA'yq eff 1 O�ry\,`� % _ N7ix FILTERED WATER CONTRACTOR IS RESPON JBLE-� !: 'ir:::77.:7::i • _ —I FOR STREET SWEEPING' -— ' 7 /�,� ■ III I I J DURING CONSTRUCTION / 1�� I I • . J ( I _ I 172, lrtr III-==[ I 11 1 WV // r�, MEM 2L r -1-�:4----- 1 1 7 2ND AVE N U E BURIED FILTER FOR FURTHER INFORMATION •EDIM►-NT IFEX PER `' iiii' STORM INLET'....,.:;;:. ONSITE .., ., a PROTECTION I I CONSTRUCTIONAPARTME FABRIC (MIN. 6DEPTH) ❑N DESIGN CRITERIA SEE DE AILET E.. /i./ --- NTS I � SERVICES EROSION PREVENTION / 1 ' PROFILE AND SEDIMENT CONTROL / - - PLANNING AND DESIGN MANUAL. /// I II, ,•/„--7.7.)I 0 �. LLI ,',/%II , � ,: 0 11740 SW 72ND Z /� I f. ,_i_.i ,, INLET POTECTO \ 44// or �._ Li .._.______/---------- } I 'w G'�eanWal&i Services / '' o �' AV N TYPE 3 ax J r - a :: I s° -� I UE DRAWING NO. 910 REVISED 12-16 w // ¢� � tol Z I1CI § •,I j■,` -� TIGARD . OREGON 97232 INLET PROTECTION TYPE 3 N / I: ` ' # i J� , 1 Rs! ` •, c:.„„:. FOR 72NC} AVENUE PROPERTY, LLC CLEAN WATER SERVICES DRAWING NO. 910 SCALE : NTS0 LD // i``% w♦i■ i,� 2"'1Z.:.:iiiii - ' ' "1.11111r" 1 • 1..1.111.11111111.11.1111.111111111.1111.1.111M.11.11.1 FOR FURTHER INFORMATION s , / [- 1 CC I' ' CHAPTER 4 OON DESIGN RITERiA SEE CLEAN WATER e ❑ ; ~ // I ., . . STORM`�NLET� 1 SERVICES EROSION PREVENTION .+ I I •�O PROTECTION - 1 AND SEDIMENT CONTROL STORM INLET d OCEI 17.720 ..... PLANNING AND DESIGN MANUAL. 4.. / , 0 I, , 56 z3 as PROTE 3nON _ , -; ; I I j - qty 5•"• f' I 111. i 1112E1 •! O ../r 1 ,...., c‹�n' G..V� ,; , - '` dlllllllllkrilu,iillIIll I. '1 - \ c v 7v,., v�:• '; ; .fir,,y` I _ _ ONCRETE —T — , i3 1.r` SCOPE / 1110_7.3,4 ` ❑ WASH-OUT �� 1 ��{ I .�� WOOD STAKE \ •c iir,,�c.. i Iy PLACE WATTLES ALONG SLOPE CONTOURS. ! r 13--�-_ -,' , , -, ii, '' -\\ t )•(61 y, Au I I 1 , , .-41::.i::::::::i:::::::#41.1:: :::Ii:::: ::: :::44:::;;;:;::-x. I II 111 III I PROFILE x NOT TO SCALE /� ENGINEERS NOTES *I� STORM INLET / • Alk PROTECTION //// / 1. EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE MINIMUM �^ ; CONSTRUCTION _ D SD / / REQUIREMENTS. THE CONTRACTOR SHALL INSTALL ADDITIONAL / s , ENTRA ��, \ // MEASURES, A5 NEEDED, TO PREVENT SEDIMENT-LADEN RUNOFF • ": `j`F SD • 5D // A FROM LEAVING THE SITE OR FROM COMPROMISING THE .A1V►1�..::.:h.. . _ WHEAT STRAW, RYE ,,_ .i tC _ PROPOSED/EXISTING STORM WATER SYSTEM. GRASS STRAW :!x^: . .;r.;,w --...-,,,:;,....,,,-,-;,,,.ti,,:.„-...:.,.. l 1 � —i. 4 .. STAGGER COCONUT OR , 1' = Fx / ` � '� `� 5 aa'oa21' w ,sem os JOINTS EXCELSIOR WATTLES -N-: �-,,- 5'",' gO'. `' ` 44. ,l ;a may; - s_ 4 +1 ,:1 . LEGEND F Y '" SEDIMENT FENCE PER'� - M DETAIL 7/SHEET EC1.10 fit RV CONTRACTOR IS RESPONSIIBLE ONSTRUCTION ENTRANCE PER° SECTION FOR STREET SWEEPING Fors a,o„�,„ DETAIL 3/SHEET EC1.10 )11 STORM DRAIN INLET PROTECTION 00 ° NOT TO SCALE DURING CONSTRUCTION x „} /it -carr m 4 10-08-18 SITE REVISIONS STAKING SPACING -- /-STORM INLET ° I PROTECTION °� 4' O.C. l,,, �� soca��-2J1 49 y 3 09-10-18 PFI REVISIONS FLOW FLOW iv,f I 10'IN(N)=229.79 SEDIMENT FENCE 10•ar(S)e229.69 2 08-22-18 TVWD REVISIONS ° 1 -41111 0 '4111 to 1 08-01-18 PFI AND TVWD REVISIONS 1-0 Xi oSTABILIZED CONSTRUC11ON ENTRANCE° MINIMUM 1' NOTES: OVERLAPPING ON UPHILL � MARK DATE vlsloN/1ssI�E • 1. STAKING SPECIFICATIONS: im•: . • ° ° SIDE a 1"X2" WOODEN STAKES l'ROIECT NUMBERDRAWN BYCHECKEh ItY b. ADDITIONAL STAKES MAY BE INSTALLED ON - 1 CONCRETE WASHOUT I I 17042 0032 TAS R]L DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR N (� r HIGHLY EROSIVE SOILS. IQ (� ,1 I p 2. SPACING IN ACCORDANCE WITH DETAIL 940. 111111111 3. REMOVE ALL ROCKS, CLODS, VEGETATION OR x OTHER OBSTRUCTIONS SO THAT THE INSTALLED WATTLES WILL HAVE DIRECT CONTACT WITH THE ley PLAN VIEW SOIL.. I I N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE NOT TO SCALE 4. INSTALL THE WATTLES IN A 2" DEEP TRENCH, DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. INSURING THAT NO GAPS EXIST BETWEEN THE SOIL AND THE BOTTOM OF THE WATTLE.. THE GRAPHIC SCALE 0 HILL ARCHITECTS Q ENDS OF ADJACENT WATTLES SHALL BE OVERLAPPED 1 FT. MINIMUM TO PREVENT1 20 0 10 20 111 SEDIMENT PASSING THROUGH THE FIELD JOINT. EROSION CONTROL PLAN CONTRACTOR NOTE: ( » FEET ) AND DETAILS ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO 1 inch = 20 ft. WATTLES CleanWate Services BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR ^ TO ANY CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT INCLUDING BURIED UTILITIES ARE SHOWN AS DRAWING NO. 880 REVISED 12-16 INDICATED ON RECORD MAPS AND SURVEYSONE—CALL NUMBER FURNISHED BY OTHERS. WE ASSUME NO LIABILITY SEE PUBLIC FACILITY FOR THE ACCURACY OF THOSE RECORDS AND �;�� 811 EC1 • 0 0 WATTLES IMPROVEMENT PLANS FOR SURVEYS. CONTACT THE UTILITY OWNER/AGENCY I FOR THE FINAL LOCATION OF EXISTING UTILITIES IN r CALL TWO BUSINESS DAYS CLEAN WATER SERVICES DRAWING NO. 880 SCALE : NTS WORK IN R.O.W. AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEET 11 OF 12 8 rr 7 • 6 ■ 5 • 4 • 3 • 2 • 1 8 ■ 7 ■ 6 ■ 5 • 4 a 3 • 2 ■ 1 MIIIIIIIMINIIMIMI FOR FURTHER INFORMATION FOR FURTHER INFORMATION NOTES: NOTES; MIN 1' HIGH RFRM EXISTING GRADE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE 4 1. WHEN RAINFALL AND RUNOFF OCCURS,A KNOWLEDGEABLE AND EXPERIENCED PERSON IN THE PRINCIPLES,PRACTICES, 3' BY 3' MIN AT CHAPTER 4 OF CLEAN WATER CHAPTER 4 Of CLEAN WATER ir INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE DAILY HI 1, WASHOUT FACILITIES SHALL BE BOTTOM OF SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS. MAINTAINED TO PROVIDE ADEQUATE -_ - -_ -- _- _-_ WASHOUT TO AND SEDIMENT CONTROL AND SEDIMENT CONTROL O\� HOLDING CAPACITY WITH AMINIMUM -»����---- - CONHAIN PLANNING AND DESIGN MANUAL. PLANNING AND DESIGN MANUAL. �q �`'P / Sp. 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH r FREEBOARD OF 12 INCHES. A IIIIe� II= CONCRETE A QPy��SCF' ..a� M/4,* MAY 3157 EACH YEAR. II \CYC' - 2 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. 2. WASHOUT FACILITIES MUST BE 1111 I1-00'0,4A Mit I � ?CL O 4 b .d.��',• 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL liIL L CLEANED, OR NEW FACILITIES MUST 'moi-�Y�i �Y��i. T-i O� ,:. ''.. . :, •'-, '•-/ Q.e TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF SE CONSTRUCTED AND READY FOR II Ir+f+t.J I.Z7.4 � Y�T- =,L>_ Y;'i 'r= -• °' ' ' EXPOSED SOIL IS ESTABLISHED. USE ONCE THE WASHOUT IS 75� - --r . ►' . IIII II='6.�f.��•f .',4"� R ` ARCHITECTS FULL. r�-�4'�r�e: �' +-:A: ° • •1 �'; . T.,---,4, �'.' '- ' S. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE APPROVED A SURFACE MOUNTED AND ATTACHABLE U-SHAPED FILTER BAG IS REQUIRED FOR CURB INLET CATCH 3- IF THE WASHOUT IS NEARING -*'. .�.'''o�''"�'�'�'' '��'� 6 �p•': • '•-•'.� -'4• . QU D p L IIIII II= I.,h,/�r;;,f r;;.l� : P• r• 4. - - • BASINS. 1750 BLANKE1VSH1P ROAD CAPACITY, VACUUM AND DISPOSE = 1.-,•t .�-•elw,s.�r.�. ,� OF THE WASTE MATERIAL IN AN = = I'IP":ejli Ili i ''''•...••• + ' : •, .'y' 'A 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE APPROVED MANNER. OM + RADIUS 25' MIN. • 0- p•' ', 4 • SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM SUITE 4 0 0 "'-F•f.:P. :' c"$" CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY!N-STREAM CLEAN UP OF SEDIMENT SHALL BE 4. TEMPORARY CONCRETE WASHOUT �_ _l - II a'.. • F g Li IIIIII=-IIIIII- - =IIIIII-IIII CLEAN PIT RUN OR 3'- 6" CLEAN ROCK q QQO�Q OF cG9�� PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. WEST L I N N . OREGON 9 0 6 $ FACILITIES SHALL BE LOCATED A i MINIMUM OF 50 FT FROM SENSITIVE MINIMUM 12" OVERLAP IA'OS x.551 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 AREAS INCLUDING OPEN DRAINAGE 4* 9' BY 9' MIN TO "�- OF SEAMS. SUBGRADE REINFORCEMENT ECIC' r 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3-RD THE FACILITIES AND WATERSOURSES. CONTAIN CONCRETE GEOTEXTILE, AS REQUIRED PRS BARRIER HEIGHT AND PRIOR TO THE CONTROL MEASURES REMOVAL. 5. CONCRETE WASHOUT FACILITIES PLAN *,** + * * *?* SEE NOTE NO. 3 8" MIN. 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50% SHALL DC CONSTRUCTED AND NOT TO SCALE .'+*.' * *`*+* +++«+. ' ++' DEPTH AND AT COMPLETION OF PROJECT. MAINTAINED IN SUFFICIENT * + + + * « « «;« QUANTITY AND SIZE TO CONTAIN * +*«{;`*++ei+ + + + ' + . *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL 10.ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. ALL LIQUID AND CONCRETE WASTE / PLYWOOD +�*�*�* * * +- 11.THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY GENERATED BY WASHOUT I• CONCRETE-; / 48" BY 24" * + WASTE,LIQUID WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. - Do OPERATIONS. WASHOUT PAINTED WHITE ' • + '+ {•,* ** GRAVEL CONSTRUCTION AREA ENTRANCE CURB RAMP 12.THE APPLICATION RATE DF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. BLACK LETTERS + + +'.'+'+'.'+''',',','.' NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND S. INSTALL CONCRETE WASHOUT SIGN ' ' ' +'. +'+ + «++'+'+ + . .*`+ « + « , . . . . ■ WITHIN 30 FEET OF TEMPORARY h i 6" HEIGHT + *}. , -* ` . + + + + .*.*.* *. . + CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. • G I R *'*'*'* • • ' * PAVEMENT 921 SW WASHINGTON ST. • SUITE 560 CONCRETE WASHOUT FACILITY. 72 * " • • • ��1f 13.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND 7. TEMPORARY CONCRETE WASHOUTS *+**•t«�«�.• .«�«i«* + f1 * SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL PORTLAND OREGON 97205 MAY BEA PREFABRICATED +r * ««f+* ; +'*' • « « *+ + *'« • * - /r / / / :...'.M%: a .. h + x«++,+' +.`' * 1 ` r + ?r a•" REGULATIONS. PHONE;(503)242-2448 • FAX:(503)242-2449 `+ i' * \ ` 'f.-1 •J ' i k - `;' 4� '�='-`.-•r 14.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE WEBSITE: WWW.DCI-ENGINEERS.COM CONTAINER THAT IS PORTABLE AND '« ' ' •' \ �\ ` � d _. CONCRETE W�LSHOUT SIGN '+«+* ! f f -' .ter. • REUSABLE. DETAIL = +*+ • _„ �}`��l�\� '! / ;'�' '. _►•- '.rt '��x -:.; •, � AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,ND DISTURBANCE IS .1`,./11.._ / S"T"F2UCTU i=2AL �-I + + *'. + + + +'+++ A. /Y 1. /.' V •r` "•i•-::I •- '+' • " ►' • - PERMITTED BEYOND THE CLEARING LIMITS.THE OWNER PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE c (OR EQUIVALENT) I -111=11 i�;;fl ' • ' • •* -{11=11, �\ 4 + f•. T O Copyright 10/2018 D'Amato Conuersano Inc. Al Rights Reserved --1711 I I I I1=T1 - •- * I�I I Imo#I I / ':; '.;•Y: -ti- .- r •` ,.•',.- na.document,.•a u.m...•"a e••��e may na x rouged.;"whole a NOT TO SCALE 1 - - ,_ ----*___I_ L te.. , T,�.�i II I 1-1 I 1=1 �'..•, a. . PROTECT.NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. p,pod,without watten permweam Wom o' aro Comerean.MC ..'•:!'• Omuta Com/wean Inc.*s i,lm.any re.ponsi*Iity for IRs unauU,on,.d u,e. 15.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, EXCAVATED MATERIAL PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. - 3"-6" ROCK WITH A AY BE USED FOR EROSION CONTROL BARRIER 16.IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES I' MIN MINIMUM 8" DEPTH NOTES, PERIMETER BERM r REQUIRED 0 TOE OF SLOPE. OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER.Lu [� �'- PLASTIC SHEETING 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WALL PREVENT TRACKING OR FLOWING 17.WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT tL1 ���� ���Ffsf OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR IS TO DRAIN THE SOIL ON SITE ATA DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR �S ��G k NEF,Q �j V _2 SLOPE CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. MINIMAL SPILLAGE. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. Bss rj SAI 1' MIN ,_-,,;, I,-. _-•:F-!:t-�:::F:•-•-!-!:•:":':•-!:' •_-.- 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND ; . 111 _- _ -�`) 1j 11 14.il'41111 - .11=11 1=11":411 __11.=11.-+'II[. THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. THROUGH A SEDIMENT CONTROL BMP IL.E.FILTER BAG). • 1=1-1-1-1 =it-. 2' MIN �= I l{i u=ii=J I=I= - - -kG 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT OREGON "-itl-II-II-f= =I=II i_ . ._1-I 'IEIII�iiEIII-II 11 i I= IF 11-j1- ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 7r - k f f n1111 1 1 I -111=111= fat"ISI Ill EI11,=11 C II�II�1"' NOTES: FILTERING SYSTEM. SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. .9 ,pry�� 5. QIMENy510NS 20.THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE 140/� 13,�,,� 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. SINGLE FAMILY CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. # SSR` 2. BARRIER REQUIRED © TOE OF STOCK PILE. 20' LONG BY 20' WIDE 8" DEEP OF %" MINUS CLEAN ROCK. 21.WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. A T T 3' BY 3' MIN TO EXISTING GRADE 3. COVERING MAINTAINED TIGHTLY 1N PLACE BY USING SANDBAGS OR APPROVED EQUAL ON COMMERCIAL CONTAIN CONCRETE ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. SO' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE 22.IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST 8E USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER ■ 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE FABRIC TO PREVENT SUB-SOIL PUMPING. SPRAYING,PLASTIC SHEETING,MULCHING,OR OTHER APPROVED MEASURES. ■ SECTION A-A 23.ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD, NOT TO SCALE CONCRE-EWASHOUT STANDARD EROSION CONTROL 72ND AVENUE PLASTIC SHEETING NOTES FOR SITES LESS TI- AN 1 CleanWate� Services CleanWater Services CleanWater Services CONSTRUCTION ENTRANCE CaeanWater Services APARTMENTS REVISED 12-16 DRAWING NO. 945 ACRE REVISED 12-16 DRAWING NO. 900 DRAWING NO. 810 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 CONCRETE WASHOUT PLASTIC SHEETING CONSTRUCTION ENTRANCE STANDARD EROSION CONTROL NOTES 11740 SW 72ND CLEAN WATER SERVICES DRAWING N0. 900 SCALE : NTS 0 CLEAN WATER SERVICES DRAWING N0. 810 SCALE : NTS 0 CLEAN WATER SERVICES DRAWING N0. 855 SCALE : NTS 0 CLEAN WATER SERVICES DRAWING N0. 945 SCALE : NTS 0 AVENUE, I TIGARD , OREGON 97232 MAY BE USED SHORT TERM 12" 12" FOR: 72ND AVENUE PROPERTY, LLC W/H UTILITYNGWORK AND W/ ANGLE SSV FABRIC S NAPPED STOP.} 1 II \ PHASING OF DEVELOPMENT ����� -1.t SLOPE TO DRAIN BACK TO WASH r. §gig:, T I I "�.� i{IIII a f V eu � IJIIII�I k i REBAR FOR BAS REMOVAL i • FLOW tie.al II �• iu1: III !1 IIII I _141'' r 1{In{ lrul ,�{ \--ill.'" •iM0I III 1 ,ii4� IIIIII I� , CATCH BASIN GRATE N IMPERVIOUS RUN OUT AREA; DIRECTION OF TRAVEL _ili S _I 11111111•1 1� ! .Ilrl� INT \I \I i ',elel�r +ill 30• (TVP) 111); . -- _ ^--�`- „ _ \ GRADE TO DRAIN TO WASH e ll �j�jlI L.r I RP: --- • iFn'�w�r�yj.��.7:n: Ujti lll�l°! I r■I% Y11Iii y■ I ,. Gg=fes in - 1..-.`i'�',:. -lit! ,,�:;h _ _1 - il5i'. ��_�_ws�i:ii:il I ., ii _-- -�Z.A�� ' 'S - - - - -- -- ---- - - -- INTERLOCKED 2"x 2" ""' 11N' I POSTS AND ATTACH PLAN VIEW ,-a !!11• Y;_n7 CATCH BAST �I `I - AREA DRAIN :: ♦�� 4•%**I4'4OI / ; NOT TO SCALE 60• STOP) A 41 4, 44 �I _ ^�� ee� - A 1 a , �, �� �, 50'{MIN.) 9' 16'{MIN.) 12' - CATCH BASIN 14.4."4y44;#44.4, EXPANSION RESTRAINT A� �, • - . USE STITCHED LOOPS • •��I OI O 1 I ,ix9� .; ,i_ I ` => " 3' MINIMUM OVER 2"x 2" POSTS NOTES: PLAN VIEW FLOW ....111111:1111,11!' IIIII "' i 1111Y �. • • FROM TOE SLOPE. [Illlll �' �� �� s'N1• VERTICALTYOBELOWFFINISHEDBG ICADE. f, • J11�111 ��� I 111141ti11� .,����i ,, ' i..�ealr �iqi� --- - . ' '•°+� n,; � �� �,�: .�� +..: � 4'-O„ 2. 2 x 2 FIR, PINE OR STEEL FENCE '; s \ iu Elul f STORM PIPE ` + . A, • • I ;` 2,-64 POSTS. Dlrci BOTTOM `�_ ` �� 19ii FLOW :R' ♦� .`' 3. POSTS TO BE INSTALLED ON UPHILL • _ ► s- SIDE OF SLOPE. • ' ' Ili 1111' r ; - ! ',��:t / 4. COMPACT BOTH SIDES OF FILTER CONTRACTOR TO PROVIDE Ill r,rl. II " ' . '. \ FABRIC TRENCH. DIRECTOR OF TRAVEL WATER • SUPPLY TO MAINTAIN ■ V I'I111 1111 1 .� /�}. V _ 6" 5. PANELS MUST BE PLACED 12" OF WATER AT ALL TIMES f } 0 ,:11.11 m % : �: .." r ►,.' , " FILTER FABRIC / • j • t r� ACCORDING TO SPACING ON DETAIL A • c*a : • imam it - S: e. • - N0.940 • '� .,' r �. . •;a . a MATERIAL 36" Y I . I +�1111J1vid !NMI � WIDE ROLLS. � - - - 1 11 1B,.,II PROFILE ti I e co PLAN VIEW , ,11�fIIn DITCH INLET , 1 01 1,1 NOT TO SCALE 19; GRADE '. ;.; .' ;I�nl nn _ ,_.....allenti WOVEN A - _ 50'(MIN.) 2 T 6" overlap of bags. FILTER SACK NOTES:ES. 00r'aa0e♦�aPes�0a4P0.:' 4♦ ♦O.aa.•0i.•i 0•.♦ • •4.4:•:d.•�•.••i:i.ii♦ �♦d�•♦�.♦•�♦♦�a♦♦•a aia♦•i•♦•Oii•••P -...... `•df':: g6:0 A 4 :«:•0•••:'O,••,:$ ,4� #5 BARS 112" O.C. BOTH WAYS %�0 1�•'•i•ii.•ii•:i♦s i•:•:i�:r0 a�.••' a'♦•i�0 a41 a s0.0• •• CONCRETE �' '4• :.•a•*•e•0e❖+5:. .....•• 1•:•�0,w.❖.❖.❖:. ♦.•. FILTER FABRIC MATERIAL 4 1[)-08-18 SITE REVISIONS co 1. ADDITIONAL MEASURES MUST BE 2'-8" :::••••♦••••,•••,•4;••....••S.S••:••.: 1 I ` -// PACKED GRAVEL ' Z4-' I�%j-i� %l�/ ,�� : . ` i �/ . Fta /`/• END OF 5'FENCE '" . /�'/ Illtii/ RETAINING WALL ; Jv RETAINING WALL h ELECTRICAL 13 RISERS @ 5"Q , ./;' / e >, CO BICYCLE RACK , E EQUIPMENT „,,,,,,,3„,,,,417 e7Ai �, TRANSFORMER / . ._, . : _- _ loI - 234.:iA L J4. ! -•w - � ,N, ` r?. fir..' r. t�ti y _ ..«. / _ •- - 4 - , IF4 `-�."■ 47: � ` Lair . � .` V.';p 'ri ���� 24 tir 75' i /iTRASHJRECYCLE r #111/IIWsem „,,,,,,,,i , . . 1 . 1 Ark - - 417 r i .: ...mi limmaira Illef ” ii.- 1 rt 1 0 - - - - - - . PM ., - --. ' - . . - - _ --- — _ I - 238.00 238.00 J �' .._ - 238.25' SLOPE 238.25' „ 4M0014 I_ // \16, ! ���+' 1 t 4ii' i__ ACCSI PA BUMPER OVERHANG I I\ ,, .--*,--1--g_I 246' —::;i: l'*" L* 245.00' 44 �Jl'ig _ % ._..-__ ' I •5.5�� , � � �� � � 244.50 �-�.c35. . ._--__ „' ` r 1 I 1 " , f �� Y,,.,, 4.8 I 1 {: I 46'-fl" ' ik .. ,..„,..i .,,_.:..---- I I 1 CARPORT I I Ilk .: ,\0 4 246.30 6'-0" 11'-0" I 11'-0" 5 + -. b0' I—___� 4:- 245.80' ........F........" I ii , A 04 1 I I I I . , , ' . '44 ,t r iii..._4111417 .1.- , , 1 ii 0 gir ._ 4., di /C g l. .4111F7 7 - .Ji - - ce...,,,,, ,, 1 i : , , - 1, . — ... ... , .,,,, , . i)I ./,,,,, , , 774 , // 14- , / ///1' 1 • s 1 I. , I VI- f— ._..-.1..__ �f /42.5'I w - J 1 . ' 234.10 - - Jr - L_ /' v ! ...—. W W w4/ �/ 22'-0" i.. i/ 4 W 41(,/ � ilk G'�/ 5' FENCE ‘ 4,611? 1111, v,,\ --1-1 rfi'.'.,,,,,,, ri 4: If a mums 00 OrriPP-11 440. .: I 1Or — -i 4. Q :..18'' 8-6 TYp. STI?. SPACE .%'-''\5 -0 \/ 1 18'-60 TYPI STD. SPACE It "Ai W =% I I I w"' `` fit- _ I f Q . ' i '� - w d ,..a 4.8 �+ I 2 .5' --�+ I I I I .. _ _ I I I \ - NI 11/0 111041,117.7 0. 41- -:::, .4_ r I I ' I Op. l,;, 1 t 111; _. , I I1 .'___ CARPORT 7'4111, \\ \-------------\ I - :; ' j'v!;' ./ii 242.46' //�// / /1// / I 1 I I \ vl.yam.1: % :; r 241.9fi / I//�j� %i / '' �� (in Arie* zfl,-fl� 411 L_ � ,, /, _1J A / .. %4 .o ;; 33 "'`!%- � ' .y%a, /: CK TURNAROUND 41itti: .1 til 1 I �' 2b�0 A T / I I �i , _ i;� i I ' �r W I 'dela , I - i' I ,,./ :/ =mss \If' Jr 'VI mwi *Ir iI New /� Ilitilliiiii. I I 5'WALL I 232 6' .33.b' 235,2' - 11% 240.1' .40 I I I I N I -r:•.57--- dp 1 240' I I � � i N 411111 I z3z' � b .- - w mom= . I is Li, . �� rw' . ��M �' I DISPOSAL TRUCK i 1 M 1= I I RETAINING WALL TURNAROUND 1-4 rn 1 :4 rn I \ N y I I I I \ \ I I I j I (4 Imo_ TRUCK TURNAROUND 72ND AVENUE APARTMENTS TIGARD , OREGON ow '— am likSCHEMATIC 1 ir SITE PLAN I • o lo' zo' HJUNE G, 2018 ILL, RCHITECTS 8 • 7 • 6 . 5 • 4 • 3 • 2 • 1 _ iiiiiiiii y CYCLOOPS ARCH BIKE RACK CONCRETE BELOW AND 8" — — — — P.A. 07 — — 7 E — �' "TIMBERFORM" MODEL NO. BEYOND BIKE RACK BASE p—I y w P.A. j P•A• \ I - I I I lI P.A. 2178-84, PEDESTAL TO BE THICKENED TO AT _ �� P.A. -W I <= I III P.A. I — J MOUNTED; GALVANIZED w LEAST 6" DEEP. .r w / ZA FINISH SURFACE (CONC) SECURE RACK INTO HILL ww ..... _ - .. = r \ r . 11L---4. w = + II 11 CONCRETE WITH HIGH ARCHITECTS w w \ / GRAVEL PAVING AREAS BASE WITH i" HOLES STRENGTH TWO-PARTw ° '"\--(2) BIKE RACKS: . ww w FOR SECURING HARDWARE. EPDXY 1 7 50 B [ ANKEN5HI P ROAD w ., / EACH PROVIDES (C/L100) n w w w µ 1, (2) BIKE PARKING J , II SUITE 4 0 0 w 4. CONCRETE PAVING AREAS w - - (2) BENCHES: SPACES - PROVIDE WITH EMBEDMENT WEST L1NN, OREGON 9 7 0 6 8 w w 1 "TIMBERFORM ; TYPICAL (A/L100) {D/L100) GALV. HARDWARE SECURED TEL 503 . 305 . 8033 FAX 501 . 305 . 8034 w . w i PERMANENTLY INTO CONC. w w . PLAZA"; SURFACE 11CONCRETE STAIRS WITH * w w w BELOW. TO MATCH w * w MOUNTED PER HANDRAILS ON BOTH ,. W w w I 1 BIKE RACK imililism .. MANUFACTURERS I i ; Ww \ lear4ASIDES (B/L100)1 DRAWING 1 1 P.A. (W-2771 -6) WITH p A. 2/_V/ 2'-10.5" 5.25, P.O. Box 14676 Portland, Oregon 97 293WOOD SEATING ` • I,W w w r- - - w -�—� —ie. (503) 939-3547 w w rdid PLAN VIEW SIDE ELEVATION END ELEVATION f y ° STORM WATER QUALITY 1 ; I w w w PLANTING AREA (SEE i ; PERCIVAL w w CIVIL) 1 1 CA) BIKE RACK No Scalew wLANDSCAPE perlandscape@gmail.com * „ I w w •' • ARCHITECTURE * * • w w — I I w—*---.A.—*---.A.- I w * * ♦ w w w w P.A. ► w - 1 I 1 I Alvdv �. va v- vovv ar � , w w w w W -_ , _ - w I w w HANDRAIL: 2" DIA. GALV. STEEL� - . - * * w • HANDRAIL CONC. FOOTING w • . — . ` w w ` wwy r� tJ S G Ey S�7TRG4 EU � � H ' 0 w µ 1 , _r •(4) BIKE RACKS . . w REINFORCED CONCRETE STAIRS w w .. av :'o°°°v°v °v vv7.(A/ 100) * w w P.A. ■ ww . � : t I ` °* r � w w EXPANSION JOINT: TOPPED WITH • FLUSH WATERPROOF SEALANTw w N OR TiTI • w ,,i 72nd• MATCHING COLOR OF CONCRETE.w + r •-• ° .v v �, : ' 1y. A` . + vv vvvvv:v► v-v Apartments w ___,/, vvvivvv° v :I-I w M Ar + I w '' ' w w GRAVEL BASE: COMPACTED i'- f 0° 9°vr v � 90::° - ✓ a w rr- rrr L— P.A. •PLANTING AREA - ywwwWww • w :W + 4, * w COMPACTED SOIL BASE TYPICAL (E/L100) M7J1117 c. 11720 SW 72nd Avenue scAL7 * * w 110- 7:7:7 � / I w w 11 w w w W 1 I _ W 4 ' w w l w w w + 1 I w w i w w o I Tigard , Oregon 97232 w y 1 36" 12" 12" w w I CONCRETE PAVING (D/L100) w w A, * w w + w w For: 72nd AvenuePro Property, LIC • P.A..A. • ;I1ICONCRETE STAIRS WITH HAND AND RAILS ON BOTH SIDES. w W w w w w w w w w w w w • w w W ,• W w W AI. . W . • W • W .1, w W w w w w r w w IIII IIII v vvv . ; I. ° 9 =oo.-v °a. \ -- E:Q0. v ,7'f � � 94 0000 °I°o���� v ° __ , vvovvv °°° • • � I THIS WIDTH SHOULD BE 3" • s (B/L100) ww �I ww l w 1 SCORE LINE - TYPICAL (D\100) w w I •v :vvavvvv..vvv w .1 I w W W Y o :.:0.i:. 09 :vvv . w w vvO i1, .0 I W .r EQ --ov°ov,v-° . ww :. ci: 9 W Y w w I • U I w www 7 HANDRAIL: 2" DIA. GALV. STEEL IL . SIDE OF w w w1 7 / \ IHMI ` i 24" EQ. •• -. ' •v • v • ° o� vvv • 1 Ov°°°°°-SITE P.A. v °°°°v.vv9°°� HANDRAIL CONC. FOOTING w w w w wWwwwW w w W w w W (OFF-SI TE YWwwwW 1 /:"/ 12 } 1I vvv- v ° °v� ' v�v�y�°�"• III REINFORCED CONCRETE STAIRSPORTION) � wWWwWwWw w w W WrWrrW I wwwww wwwwWyw � /. 12' MP.• —SEE ` 1;': ao°:°° III-jSEPARATE ` avvv GRAVEL BASE. COMPACTED i'-0" DRAWINGS. PRIVATE SIDE \ _ V. avvvvvvvvvv1 1II— • ALL WORKOF ‘ • • , .a °° .-III- COMPACTED SOIL BASE c PER CITY DEVELOPMENT `,:vv °v°v°vv .• i,I .- ° a °v°vv°vv'v°: . • °°°9° ° I II- N STANDARD (ON—SITE �e� vvvv° j vv :° av:vvvI ` DETAILS PORTION) —vI -vIv:�= 1(_ _ - - - - - STAIRS 1 "=Z-0" 2 7 JUNE 2018 SITE PERMIT 1 24 MAY 2018 PROGRESS Mark Date Revision/Issue ADJACENT PAVEMENT OR STREET TREE PLANTERS • TOP OF WALL SHALL BE EXCAVATED • Project Number Drawn by Checked by THE FULL WIDTH AND 16761 JOP ADJACENT PAVEMENT OR MULCH: FULLY SETTLED FULL LENGTH OF THE /- - 1- - TOP OF WALL. ___\ OPENING. THEY SHALL All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may SCORE LINE: DEPTH i - ' ' ' " ' ' - BE EXCAVATED TO not be duplicated, used or disclosed without the prior written GRAVEL PAVING: 6" DEEP, IMPORTED N , / / / / / / / / '� ` .••:-• �'� :- consent of the Architect. THICKNESS OF PAVING; 8 AMENDED, E� ALLOW FOR PLACEMENT 02017 Hill Architects "- 0" CRUSHED BASALT WIDE; AND NO SHINERS PRE-BLENDED .. z I - 77777 Vv OF THE 1 " TO TOP OF PAVING FROM TIGARD FLUSH a~ TOPSOIL: .c7-1- �^ w °v MULCH, 2" OF SETTLED 72nd APARTMENTS SAND AND GRAVEL"; r _ .... :41. CONCRETE PAVING: LIGHT FULLY -� --7,77,7,77,7 MULCH, AND 12 OF Q AI \ . . •• BROOM FINISH — — —_ SETTLED COMPACTED TO PREVENT ��� ��,-"=='� -: �� � • - SETTLED. • .�f� �/� _ p —_ � BLENDED IMPORTED LANDSCAPE FUTURE SETTLEMENT r' -it o v v :''=-' ;' ;::� •:;.':�` : 7vvvvv COMPACTED ROCK BASE: / .�\ \ _ _ - INTERFACE TO PROVIDE THIS GREATER . . '-' - ' �777'7 - ;V7;7 L 95%; i"-0" CRUSHED ROCK BE ROUGHENED DEPTH OF THE CONSTRUCTION PLAN -;' _ ; vvvvv vvvvv IMPORTED BLENDED GEOTEXTILE FABRIC: ==' � vav vav —6 'Pr)7 7 r-�—COMPACTED SUB—GRADE UNDISTURBED COMPACTED TOPSOIL. MIRAFI 140 - I =I — SUB GRADE / vvvv ' 17 — , SUB-GRADE COMPACTED SUB-GRADE GRAVEL PAVING 1 "=01-6" p CONCRETE PAVING E PLANTING AREA SECTION 1 "=0'-6" . L100 111_0'-6" 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 8 ■ 7 ■ 6 • 5 • 4 • 3 • 2 • 1 MIIIII I (3) CONTROL VALVES: IN SEPARATE CONTROL VALVES ROUTE MAINLINE AIROUND TRANSFORMER PAD I IRRIGATION MATERIAL LEGEND: BOXES. BOXES TO BE EVENLY SPACED AND SQUAREAND CAREFULLY AROUND POWER WIRE COMING t'1'1 I TO BUILDING AND SET AT EDGE OF GRAVEL AREA. TO AND FROM TRANSFORMER. _ _ - DRIPPER LINE: "NETAFIM CV"; EMITTERS TO BE 0.6 GPH AT I BOXES TO BE SET " ABOVE FINISH SURFACE OF DRIPPER LINE TO BE - - COMPACTED GRAVEL. BOXES SHALL BE HEAVY DUTY AROUND I 12" O.C.. (A (Se B/L201 ) H L L I TO ALLOW FOR FOOT AND MAINTENANCE TRAFFIC. SAME FOR QUICK COUPLER. IRRIGATION CONTROLLER: PEDESTAL MOUNTED. ON TREE ROOT BALL I I CONCRETE PAD. ELECTRICIAN TO PROVIDE (TYPICAL) LATERAL LINE: PVC CLASS 200; 1 " UNLESS OTHERWISE ARCHITECTS I (1 )6" Sleev- ELECTRICAL POWER TO CONTROLLER IN CONDUIT. NOTED. (C/L201 ) 1 7 5 0 BLANKENSHIP ROAD POWER TO BE FROM OWN, SEPARATE, DEDICATED I (1 )6" Sleeve BREAKER. SUITE 4 0 0 I 1 )6" Sleeve — - - - - - - MAINLINE: PVC SCHEDULE 40; 1 " UNLESS OTHERWISE WEST LINN . OREGON 97068 _ _ _ _IA�0 r-- - - -1 i- - - -1 I I NOTED. (C/L201 ) TEL 503 305 . 5013 FAX 503 . 305 . 8034 I1 — --c-_- -- �� --e- . - _ T — �'_ in:: �•-. — -� - >;�_ 1.. r4 — U _e_ �i I I I 1 I _ I I,` --- ^,1 I -- - - - r I I ,� �� �1 - - - T _ 1 I� _ 1 � — ` i T — I ) -r.---- SLEEVE F L201 (1 }6 Sleeve: --- 21—iII_. _ - = �� , r +: rI ismiiii SET TO ONE 1F TIS + IW1 --� ] \` iy ff I t : 1rt~ ni SIJ � �_ ` c -(1 )4" Sleeve "(1 )4 Sleeve LATERAL LINE AND DRIPPER LINE VERTICAL CONNECTION ...,‘1,4,..14-:,„ P.O. Box 14676 SIDE OF _ 11 "-..‘,. .-.1"..,..e. �— ■ i PLANTING I� I I I t (B/L201 ) Portland, Oregon 97293 .ilt: I AREA. L IW I` I I _� 11 1 • N - RouTE ALL IW 1 1 IF I - -- UNCONNECTED LATERAL LINE AND DRIPPER LINE 1JJ (503) 939-3547 PIPESV " v I P/ THROUGH IT. H 11 I I 11 T _. 1 PERCIVAL (TYPICAL) Li 1 ; I! W I 4 UNCONNECTED LATERAL LINES LANDSCAPE perlandscape@gmail.com I I I I ► 1 NORTH 11 1 ARCHITECTURE , I IW I 01 i W j.+ CONTROL VALVE ASSEMBLY (D/L201 ) (1 )6" Sleeve-,41-).,�w I I iI 1 -•-_--•-- ~ S T 1 Fti..*1 1 0' 5' 10' 20 FT. 1 i W 1 .- u, ip E�4, 1. \I 7-77I 1 i %14 " ° a CONTROLLER (E/L201 ) 4, ,� Iii %14 (1 )6" Sleeve �` J ' �..I WI_ e t[OPENS FACING ON THIS SIDE] � J , ,� . I . I I, 16 i II r JOE PERCIVAL E- • H 11 ; SCALE 1 I 1 4, QUICK COUPLER (H/L201 ) OREGON 1 L I 1 r I r-------------------(1 )4"I 1 )4" Sleeve 1 x'04 G�ti I I. I . I I 'PE A • 1 C 1. I, � fJ lilt , 1I ■ (1 )6" Sleeves �{ W�j IGENERAL NOTES: I )1 I 1 I + 1 . COORDINATE INSTALLATION OF SLEEVES WITH BUILDING AND 72nd Avenue (1 )6" Sleeve _ l 111 1 ..,. I SITE CONSTRUCTION. END TO BE EXPOSED AT PRESSURE TEST I, AND CROSSING MARKED BY SLEEVE MARKING NAILS AS Apartments 6 I 1 1 11 �1 t DETAILED. I • •••.••• o i 1 I., [ 1, i 1 f l J 0 ISI ; 2. DRIPPER LINE TO BE ROUTED NEXT TO PLANT ROOTBALLS. n11720 Sw 72nd Avenue I 1, l 1I .I II ---�}- PROVIDE QUANTITY SHOWN AND ADJUST LOCATION PER I IW l l j l 1 r -' I ROOTBALLS. if*-1111 11111 L__ __ - - -, __/-i-j- -# 1 1. 1 r 1 1 t E - )- 1 )4I Sleeve 3. PROVIDE MANUAL WATERING AS NEEDED. WHEN PLANTS ARE 1 Li f I' , �!-� i INITIALLY INSTALLED THE ROOTS WILL NOT YET REACH OUT TO I I IW 1 ,_„� � •1T ---(1 )4" Sleeve THE NEEDED WATER AND THE DIFFERENCE BETWEEN ROOT Tigard , Oregon 97232 1~i� 1 1` 11 J I i BALLS AND SURROUNDING SOIL WILL NOT ALLOW THE DRIPPER For: 72nd Avenue Property, LLC (1 )6" Sleeve, CIW�t I .,`* 14 LINE TO PROVIDE NEEDED WATER. PROVIDE MANUAL WATERING, ■ II l ll„ 11 1 DIRECTLY ON EACH ROOT BALL FOR AT LEAST 30 DAYS. DO ■ 1 1 NOT ALLOW ROOT BALLS TO DRY. I THIS WIDTH SHOUIrD BE 3"1 (1 )6" Sleeve � 1111 1 t4. MAINLINE AND LATERAL PIPING ARE SHOWN PARALLEL AND I H I I I J�WI APART. THEY SHOULD BE INSTALLED IN THE SAME TRENCH, I t 1 1 ,111 1 I WITH REQUIRED SEPARATION AND AT THE SAME DEPTH. I I I I IW I w I �� L... 5. MATERIALS ARE SHOWN OUTSIDE OF PLANTING AREAS FOR C IW (T - --{1 )4 Sleeve CROSSINGS AND OTHERWISE FOR GRAPHIC CLARITY. WHERE ITS (1 )6" Sleeve- � 1 1 1 I 1 I FOR THE LATTER CASE, INSTALL IN ADJACENT PLANTING AREA. F. 111 "I1 I 1 1 I �I I tI I 1 Pi # 6. IRRIGATION PIPE PASSING IN AND OUT OF LINED WATER (1 )6" Sleeve,S--:-.) ' i-I-4-H14 mam•INIIMMR . QUALITY FACILITIES SHALL BE PASSED THROUGH WATER TIGHT IRRIGATION POINT OF 1 1 I PIPE BOOTS' GLUED TO AND ALLOWING PASSAGE THROUGH I _7-r:-- -t -I1 ` 14 11 I I I FACILITY WATER PROOF LINERS. SEE CIVIL AND PLANTING I 1W � CONNECTION ASSEMBLY I! 1 PLANS FOR WHICH PLANTERS ARE STORM WATER QUALITY ■ I 414--4 (I/L201 ) LtanstnaeleivNIMAIRMNOMIP•m•NOMI 1 PLANTERS. • r1L1L l3 I iri� t i I -(1 )4" Sleeve 7. PROVIDE DRIPPER LINE ZONES WITH AT LEAST (1 ) MANUAL I I L1 �� I DRAIN AT LOW SPOT(S) AS NEEDED TO ALLOW FOR GRAVITY I I ! A ...JJ DRAINAGE OF EACH ENTIRE ZONE. PROVIDE AN AIR RELIEF I W r moi_ —1 _ - - __ ,1 VALVE (PER NETAFIM DETAIL) AT THE HIGH END OF EACH Y / ' - - - - ' - - - L J ZONE. (NOTE: NEITHER OF THESE ARE SHOWN ON THE PLAN. I 0 ' -.-4--- ------*-.* I. -_ - - - 1 1 y W W--� - �= (1 )6 Sleeve- /y PROVIDE AND INDICATE LOCATION ON "AS-BUILT" DRAWINGS. - - I. ,r " � I SIDE OF {1 )6" Sleeve----/ (1 )6" Sleeve (SEE SPECIFICATIONS OTHER REQUIREMENTS.) Sleeve/(1 )6" Sleeve2 7 JUNE z201018 SITE PERMIT I SITE (OFF-SITE (1 )6" Sleeve I PORTION) t PRIVATE SIDE \ 1 24 MAY 2018 PROGRESS I SEE OF I SEPARATE DEVELOPMENT Mark Date Revision/Issue I I DRAWINGS. (ON-SITE / Project Number Drawn b Checked b ALL WORK ' PORTION) ■ 16761y y JDP I PER CITY I • - _ . �- - I--STANDARD - f - - - All drawings and written material appearing herein constitute �D E TA I LS — the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written I I consent of the Architect. 02017 Hill Architects I i 1 I i 72nd APARTMENTS l 1 11 11 I IRRIGATION PLAN L200 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 8 • 7 • 6 • 5 • 4 a 3 2 • 1 / TOP OF MULCH TRENCH BACKFILL: CLEAN SAND. CONTROL VALVE STANDARD SIZE FINISH GRADE COMPACTED AS NEEDED TO ASSEMBLY AS 1 /8-1 /4" IRRIGATION VALVE BOX PREVENT ANY FUTURE INDICATED IN LEGEND PEA WITH 12X12 PRE-CAST 111 .. . TOP OF SOIL CONC PAVERS AT EACH " " " " " + " + + "•/'►y� TOPSOIL BACKFILL +++++++++++•++++++*'.'.'++.'a+++. . , SETTLEMENT. DO NO DAMAGE GRAVEL —'~ •. . . 4' ' ' ' 141. ' AREAIN S LANDSCAPE PIPE. FINISH GRADE (SOIL) ti. CORNER. TOP OF LID TO III111=11� w -111-III-=III=III=1 DRIPPER LINE FINISH GRADE (SOIL): MULCH ABOVE ,".,., ,,. •.Yyx.y MATCH SLOPE OF FINISH u T T 11=1 I I1 I i I-III-III-I!I- - � _ 1 1 L L -II-III- N 111=111=11 =_T N 3"(MIN.) CLEARANCE BETWEEN1"'' A . . '"""r' GRADE. 11--111----111_ 11--111= 11-111: .► � ' I I 6" ROUND I R R I G. °'"" "" _ _ =wale • e �i DRIPPER LINE: STAPLE TO HOLD '"� "'" III-III-II _ _ _ ei...ri - 1�1=� I, PIPE AND BETWEEN PIPE AND " " �"' " ' 1-III-III 1 i I 1-111--111 -111- i 1' VALVE B O X '` ' �i/l�1 �II■ SII I �;� .L�\ ii �� ARCHITECTS IN-PLACE -_ ■ G A L V. STEEL w � EDGE O F TRENCH. PROVIDE 0 V I D E F 0 A M 1 s :•;;•eta il.... e•°° eoeo°eoeeoeeoe•eeeeoeoaoeeoeeoes ixa.•V 1 I!-1 11=1 11=1 I k=1 I _-III-1 1=1 11= y fi ROUND VALVE B O X . • . ••:_ • . • .:�'.�::: — t. PI � �Of��)000 . .e0y0 o.oeoeoeo.o.o 0 0.0 0 0.0 + I +' 1-111-III=111-111 .111 =III- _ 1- a e 1 :; BLOCK TO PROVIDE SEPARATION ." ' . 04 *% 4"• :' .„4 " -111=111=III=111=1 -1 -11 =III=11 STAPLE: 1 " WIDE Z w z e i4* $ .... _ 6" DIA. SCHED. 40 + ��"'"`'''" 61444,s+40-40,",",4004_,6;" " '° " " °' � s + AND SCHED. 40 PVC 1750 BLANKENSHIP ROAD - - - � _ - - w - w i BARBED DRIPPER LINE TO PVC � :: :; ::: = $ :f--1•-`43'443 , i=III=III=111=III=:III- 11-1 1-1 I- BY 5 -6 LONG; ". 0 1- o ,r BETWEEN, WHEN PIPE IS 1-0$4.11); ACCESS PIPE SUITE 4 0 0 111=111=111=111-11 1 -1 I I=I I I=111-11 w _, z 4 CONNECTION N E C TI O N �'`: :: ;` ;: : :;; 9 PVC ACCESS PIPE ,.. MAINLINE _ C CROSSING, AND WHEN PIPE i . • �% =11 I-{I I-111=11 I 11= I I 1=I I I1-1 i 1-11 I- © 3 6" 0.C. (MAX.) w Q h: :: '::` ':: 1= iv '4 %�� _ WEST L I N N . OREGON 9 7 0 6 8 11=III=11111111 -=-1 IIIIII=III=11 ( ) °0 Q =1 "' .!.!:";:: .,:':n SHARES SLEEVES. SET PIPE AT %: 'ms`s .'��'�`` ...l � MANUAL DRAIN VALVE: =III=III=111=III-L =I11=111=1 1I- AND ALL CHANGES ]Z m n_ i • PVC RISER AND FITTINGS V - NOT STACK MANUAL DRAIN ..111 NW ,.:ri LATERAL PIPE OUT i� i'''— i% TEL 503 . 305 . 8033 FAX 503 . 305 . 80.4 _III-III-IIEII1=1L� III-III-111_1 SAME LEVEL D0 ����••1�••� '%�`�` " w` " PVC BALL VALVE 1III-1 I I-{I II I IJ'I I I- I I 1=1 11=1 11=1 11= IN DIRECTIONS <�,;� . : ; :f - VALVE: 3/4" PVC TO DRIPPER LINES -111-I 1 I-111-I I i={1,-1 I:=1 11-1 I I-1 I I-I •�" i-111111=111=111=111=111IIIIII-111- AND CURVES. LATERAL LINE =i HJ=III II! II TRACING WIRE BALL VALVE WITH . I....I I I=1 11-1 I =lTi--11 TI11II 1-11 FITTINGS AS SHOWN 12 X 12 PRE CAST CONC. COMMON, CONTROL, AND PAVER AT THE BASE OF A DRIPPER LINE BURIAL B DRIPPER LINE & LATERAL No Scale LATERAL-- SPARE WIRE 18'(MIN.) -DRAIN VALVES TO CONNECT To EACH DRAIN VALVE. ` P.0, Box 14676 BOTTOM SIDE OF PIPE (TYP.) SECURING No Scale PIPE MAINLINE PIPE ( ) /4 Portland, Oregon 97293 • OMAINLINE, LATERAL , & TRENCHES D CONTROL VALVE ASSEMBLY No Scale - (503) 939-3547 TOP OFMULCH No Scale METAL CAP '� - PEDESTAL MOUNTED m perlandscape@gmaI PERCIVAL �� TOP OF SOIL LANDSCAPE .com CONTROLLER: DOOR : ARCHITECTURE FACING TOWARD - N � 6" DIA. SCHED. 40 PVC PIPE. CUT u� FROM BUILDING _ H H — � AT BOTTOM TO PROVIDE 'PORT' FOR Li., i,GISTERi, CONCRETE BASE -I I - - I I- DRAIN LINE PIPE. PORT TO PROVIDE d m ROUTE 18" EXTRA Z 2" CLEARANCE ABOVE AND 1 " • i 74 ' COMPACTED FINISH SURFACE7/ BOTTOM OF PAVEMENT SECTION FINISH SURFACE 5 IIT CLEARANCE ON SIDES OF DRAIN LINE ' GRAVEL WIRE, NEATLY BUNDLED, DIMS. ALL FOR TRACING WIRE AND o z 1 1 /2" SS "MAG" NAIL + ,� r-4.76/ r ,�oNEcoNA� w WIRE FOR (2) SPARE 0 z DRAIN LINE: DIA. PVC PIPE; AT d AROUND w w (SURVEYORS NAIL): SET INTO s \ (FUTURE} VALVES INTO m /Y7 LOW POINT OF MAINLINE AND c T `�P RG 3" 9°' w PAVEMENT DIRECTLY ABOVE i11vAT =11 VIII- ISI 1 \ _ _ = E p --� PED. DO NOT HOOK UP . ]w - � ll ' -1= �I�Ti r - _ 1= III DRIPPER LINE ONE LATERALS. :AvA � .::+.:::.:.::::.. SLEEVE CENTER LINE. -� ••:::::: :::::v.v ::::: ::::. FINISH GRADE z v:::::............... � ...,.........:.:::;•:•:•:•::::, _ " - _ • lf TO CONTROLLER. � i�-' ,....,,�„_ .,...1 ! -•-- ;�---- .............. � _ I � 1 1 I I �. `' .=! �- COMPACTED SAND BACKFILL -III-11 A���'��� 1, ��' :.::; : : DISTANCE FROM EDGE OF PAVEMENT Alt 1t4L <. .. : <%. vi o - F. (95% MIN. DRY DENSITY) :-:`•` 15 MIN '' : . TO END OF SLEEVE. w I I 1= .r=,,-!=!:_-! MANUAL DRAIN VALVE: BRASS `° • :• - 'ra:�,%:'< �� _ • • BALL VALVE 72nd Avenue : : �• ISI 14.414 ~ A‘ ,"V"VIVVVVVVOVV9p.014i o —I ; �[: TRACING WIRE- -vv avvvvvvvvvvvvvavvv <I z I— w -34 vvvvvvvvvv .7,77,7'.' vv v vv - vvvvvvvvvavvvvvvav 41.0• `i I— — c I- I I - .-0z.orta�uf� l'-. '1'1%2 r ., _ n - _ o z - loo - = PVC NIPPLES AND ELBOW Apartments a =1 1= �=T -1 -111 11 -111 1-� (I� 1�i 3 1111 11 I 1=111 p [i �> ' -111-11 I-111=1 I -1111 11=1 t I- I I t I I I-I 11=i i -11 -111111 _I oo IV -I SCHEDULE 40 SLEEVE j F- w _ 70700, 1l I`1 1-111-111111- 1 111=111=11111 _ I 1 _1T1-1l1--111 r a0 ”- -1— Lr_�r i-�ir��r_'+ , -111=111=111=III=11 I1 11-1 -111-1'' -'1j= 1EIR (SIZE INDICATED) .- m IeL!-:! !:�= FABRIC WRAPPED DRAIN SUMP. FILL 11-11 COMPACTED SUBGRADE _ 1 �i.�' WITH CLEAN PEA GRAVEL �=^.� _ _ = =11 -111=11 -I till1� PROVIDE TEMPORARY CAP TO KEEP SLEEVE CLEAR HI —I! en 1720 SW 72nd Avenue cc =i1= i1=- 1=f11=III=1 11 ' CONDUIT FOR POWER SUPPLY 11 „� EXCAVATE AT LEAST 3” DEEPER �i 11 I� 11 -111-II=111-111=_ I _{.E1_1_±11-1WIRING - IN AREAS OF ROCKY SOILS AND TEMPORARY STAKE TO MARKE ENDS UNTIL in '11 iT111ti1-II1-1T-lM- "1— AND FILL WITH COMPACTED SAND PIPE AND WIRE INSTALLED WITHIN. REMOVE WHEN 12" DIA. CONDUIT FOR COMMON 3" Mi INSTALLING ITEMS WITHIN. I (MIN.) 11 AND CONTROL WIRING BELOW SLEEVE. 0 CONTROLLER No Scale 0 SLEEVES No Scale MANUAL DRAIN VALVE No Scale Tigard , Oregon 97232 For: 72nd Avenue Property, LLC o p y, a a 1_/ I 1 i I THIS WIDTH SHOULD BE 3" 1 QUICK COUPLER 10" ROUND VALVE BOX: SET TOP 1 /2" ABOVE TRACING WIRE---' FINISH GRADE IN LAWN AND 2" ABOVE FINISH WATER SUPPLY LINE INSTALL FINISH GRADE/ GRADE IN BEDS. TO BUILDING ASSEMBLY IN SAME CONCRETE PRESSURE REDUCING ''''''t UNDERGROUNDti • � OI� At; #4 REBAR: 24" LONG; VALVE UTILITY BLOCK . SECURE TO QUICK WITH FLUSH ro stet COUPLER WITH � ��a!� IRRIGATION SUPPLY O WALKABLE METAL °.• .•�o ,o°oPI� SS SCREW TIGHTENING LID (PER CIVIL) �,°.0. '3.-0 .0°. .�! BAND CLAMP LINE (1 ") N tgla•°o°•+' Il'i--%°1".' BRASS BALL VALVE 47)10 T �N/;o°°•�• , ,• ° 2X4X8 BRICK: (4) (1 ��) We0 °••• '° °• PER BOX; • �►�,•�''�`••v °�° /I SCHED. 80 PVC NIPPLE 4524144,117401.,. :- 4Ov'�-e��►O TO IRRIGATION *4 SYSTEM ` 1 SCHED. 80 PVC o4 �,WAMM r, ev SWING JOINT ASSEMBLY WATER METER (SEE e , . of ,< ��' PEA GRAVEL CIVIL) MAINLINE PIPE { . 0 CONTROLLER No Scale 01-1) POINT OF CONNECTION No Scale 2 7 JUNE 2018 SITE PERMIT 1 24 MAY 2018 PROGRESS Mark Date Revision/Issue ■ a Project Number Drawn by Checked by 16761 ]DP JDP AR drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. 02017 Hill Architects 72nd APARTMENTS IRRIGATION DETAILS L201 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 8 • 7 ■ 6 • 5 • 4 • 3 • 2 • 1 iii EXISTING TREE TO BE PRESERVED AND PLANT MATERIAL LEGEND PROTECTED PER CITY REQUIREMENTS (TYP.) symbol tag common name / botanical name: size; comments; and (quantity) F.I EXISTING TREE CANOPY (TYP.) - 410ASPEN / POPULUS TREMULOIDES: 2" CALIPER; (8) H11L CHINESE WITCH HAZEL HAMAMELIS MOLLIS: YELLOW / FLOWERING ONLY; 5' TALL; 2 A �C H 1 T E C T S 6' TALL CEDARrt4Ir I ( }La- _ _ ., � � •WOOD FENCEE / 1 750 bLANKEN $ HiP ROAD \ ek / . 0 � 5UITE 400 ^ ^ `L WEST LINN . OREGON 97468 10,1111k �� 1. ,' � ., ,�, ,+,w.• r + + I ,♦� _ 0\ I\I\�\I����� OREGON WHITE OAK / QUERCUS GARRYANA: 3" CALIPER; TEL 503 . 305 - 8033 FAX 503 . gas . 5034 .''1 4"4101++Init I ta.gok --rjw t - '. %WV.. WAS . Ati.,0.11 .,. 1 41; -. - eigw.41 ;41 0 (5) :.. •: 1,..a.p...................;,......_ 77:. :, Lo..„...0...04• -: _ , -.. . , . 14111P ,/- moor -A i . •-. L - N- ----- 11111 1 ow -..,., ....volopi„,_ MOMIMAWN :ph :4 :• ii______,..--- !;—,•.';• 11,..i.,_ - -- LONA& J I - 0 t-.6 +,:. ,• + CyD 000�o° oo:oP;, f _ 'otioo0 -eriark�l yo .. P�Opb°°°° ono�1 n o .� ti a I ti ti/ W 4 7�' II .. _•_aa �000 ■ ■ ■ 1� w P.O.0 Box \ O'\K • 4,° : - \ N ''\.k..((111.1 SSEDGE (60)SSEDGE / Iii N . TUPELO / NYSSA SYLVATICA: • Portland, Oregon 97293 °�°" \\ \ )SORUSH (15)BCAMAS 111/111 ifid popA ) STRAIGHT SINGLE TRUNK; )°4O epi ,r.:.;;, �(12)BCAMAS -•:e.. ,` 2 CALIPER; (2) '� (503) 939 3547 .. ,: (14)SSEDGE .s _ °o; PEI�CIVAI. LANDSCAPE perlandscape gmail,com "; (14)SORUSH ;,°:4 b:; .•w. . 44 \ \ (12)BCAMAS (48)SORUSH ' - � '� :l \\ = �•,. is ARCHITECTURE «''+ (48)SSEDGE_ : - - :c= ��«;;+�� =w« :„ ,„ VINE MAPLE / ACER CIRCINATUM: MULTI—TRUNKED; THREE 2" CALIPER x-(44)SSEDGE (20)BCAMAS / �:�4.'� ( '� f �j TRUNKS (MIN.); 8' HT X 6' SPREAD; (14) uJ iGISTE4�,� (44)SORUSH . '1 �__ • f 74 • Vi r6tr,o--- 2.4.g. -,t ._ �� r" JOE PERCIVAL H •.;• OREGON n°.: s (34)SSEDGE 'd ti `s`' ' °`IA (21 )SORUSH C4 PE A G ;w«r:, pr (10)BCAMAS ,:...:41,..*. - _ ZELKOVA / ZELKOVA S. 'GREEN VASE': 3" CALIPER;• • (4) I «.�I °0°r`4- 72nd Avenue-4. . . _ -_ ,.. , •-aoo:;i / _ (27)CRPBRM a Apartments •jug �°q°y,r., `°101a! aon:iw °°-°°"' je. �--� (81 }SORUSH -�`'bo (24)CRPBRM e BMON BLACK MONDO GRASS / OPHIOPOGON PLANISCAPUS 'NIGRESCENS': • Q,°o f. a a000 (81 )SSEDGE - " -*---;••:: • A ' 1 GALLON; (34) a 11720 SW 7flu A (49)SSEDGE o:0 .8 `"� (40)BCAMAS «.flo;3i �� '/� I „ 20 BCAMAS r I. . 111 "« 'moo t(4-/(1.- +�° /04110411LM ®DAVD DAVID VIBURNUM / VIBURNUM DAVIDII: 30 X30 X30 HT. MIN.; (22) (42)SORUSH( .4•a.'.•,4.*,...W:317°i,' .+-+•. ;i, Ol 1145:,11 ® DDOG DWARF REDTWIG DOGWOOD / CORNUS SERICEA 'KELSEYI': 1 GALLON; (199) • . I \, «.s« \ '"'"'' _ ���� ��i Tigard , Oregon 97232 .�+ c,°. * HAML HAMELN FOUNTAIN GRASS / PENNISETUM AL. 'HAMELN': 1 GALLON; {49) •.� ..r� ISA\\I R T . .PFor: 72nd Avenue Property, LLC • ■ (58)SORUSH '"'« ' 110 e NAND HEAVENLY BAMBOO / NANDINA DOMESTICA: 5 GALLON (36" HT. MIN.); • THIS WIDTH SHOULD BE 3" 0' 5' 10' 20 FT. (58)SSEDGE :`: o° FOLIAGE FROM TOP TO BOTTOM; MINIMUM OF (3) CANES; (29) (22)BCAMAS ;�a-a i 10° +' i ,�,�•.,,�, •,:, � � °-•� • OORGP OREGON GRAPE / MAHONIA AQUIFOLIUM: 36" HT.; FULL FOLIAGE ; (32) 0 (29)SSEDGE :00,,,,--------...,,,-\;6•,,,, i+ aor ( ©RHDY RHODODENDRON 'JEAN MARIE D.M.': 36"X36", FULL FOLIAGE; (1 ) (10)BCAMAS „°4°1. '�°%� �� +, 1", 1,o,,;.. I (27)SORUSH :•°.: I* SCALE A E �.H.�1;1 , o.. 1� ■ -.+ (54)SORUSH ,_ , ; 0 SARC / SARCOCOCCA RUSCIFOLIA: 2 GALLON; (28) (21 )BCAMAS . . . . . , . , , . , . ( :4-::•:1; e� St f . . . . . . « . « « . . . .• , �•: ( � ;.,.,.,.;.,.•.•,•.• •.•,�.;.,.•«SORUSH SOFT RUSH / JUNCUS EFFUSUS: GALLON; MIN. OF 115 k1; 6 1 ! #� '• '• PLANTS PER 100 S.F. (12" 0.C. -•-• TRIANGULAR SPACING) �,•o�'i • '• • • ' � ' • :�. (630) ::: \ 7� 13 SORUSH ° ' ° ° ° ° ° ° ° ° ° °.SSEDGE SLOUGH SEDGE CAREX OBNUPTA: GALLON; MIN. 0 0 0 0 0 0 0 0 0 0 • / on��� ( ) '-' •obo P > o o D D 0 0 0 0 a°di4� _ . o o 0 0 0 0 0 0 0 0 0 0 o •4...g. °. • 'n°o°o°o°o°o°o°ononon 24 SSEDGE -�°°• 70 SSEDGE (13)SSEDGE ° ° °°°°°°°°°°°°°°a°D°D°: ( ) ° °� ( ) (10)BCAMAS '. .- D ° ° n D D D ° ° °• OF 115 PLANTS PER 100 S.F. (12" O.C. — TRIANGULAR o 6 I. • a o 0 0 0 0 0 0 0 0 ( ) °°°1� (2o)BCAMAS `•'�'°° �+�'► ° °•°°°.°°°°° °.°°. 10 BCAMA •• _ oI ,_. ■ • w«•« : 40)SORUSH (13)SORUSH • ..ms s` SPACING) (631 ) • (26)SORUSH • �« « : (10)BCAMAS (42)SSEDGE ; k,�° 1 (20)BCAM AS 0 ' ' 54)SORUSH (15)BCAMAS ii"�ifi~ (84)SORUSH /PUBLIC l ' -� (24)CRPBRM ,� �� M ��� �� 7+:711: �,0 NO HATCH BCAMAS COMMON (BLUE) CAMAS / CAMASSIA QUAMASH: i SIDE of ;a.;.o.ono�b:�.' ^. �_ � ,` ''�:�a�r�-, �:�SITE -. �,°•pa� ° i ` j��V ���',;' /, D •;o D -' '`�i •.*.: •.,+;:',:'«z.;:',;; ©QQrr GALLON; PROVIDE QUANTITY IN INDICATED PLANTERS. OM °a g - . ° uo o i++;VI i,. r •. '` PATTERNOFF—SITE °o°°3 ° o s.'. �r �i! 1j `•�k « a✓ .`:`+ 1' '� 0•.°,f ', .,„:•.. i f►'� .:' .�• 'ry( - °a�ro�';°, �n :±+'"�7��1��. . '�.` ..�, � * I� vis`Sv�'r•.����.vr•.�.. ,�.�,��� ��.��,������.�����„ .,�w,,.l;,.,,,�.,,,,;,, INSTALL EVENLY SPREAD THROUGHOUT PLANTER. (THESE m ° •::v.b.cl. i�.a:r,i,.�:.•..r.O.•.�..,`.A;�Y••�I 1•��'�110••1� iar�r.•,� ;i�r � ' ";;: :;•�r�r.�ra►��.,�.4•.va+-4����4V” ARE IN ADDITION TO THE STORM WATER PLANTS PORTION) .%`✓J,�_7ytl'.I 1/!#CJIi4P,\piP-\R41P_ P.��4VpP arWe.”, i.: ►f1\!.\R•!}�.,'' —SEE / . /" ` /- �.\ ` / ..�-._-► _ REQUIRED AND ARE TO BE PLANTED IN BETWEEN THE SEPARATE' \:- �-'_ ! -� INDICATED REQUIRED PLANTS ABOVE.) (282) DRAWINGS ,_, 2 7 JUNE 2018 SITE PERMIT ALL WORK_ / CRPBRM CREEPING BRAMBLE / RUBUS PENTALOBUS: 4" POTS; PER CITY 24 PRIVATE SIDE \ '•O.C. (TRIANGULAR SPACING) (75) 1 24 MAY 2018 PROGRESS STANDARD OF / Mark Date Revision/Issue DETAILS. DEVELOPMENT (ON—SITE (NOTE: THE ABOVE LISTED FORBS/HERBACEOUS PLANTS ARE FROM THE "CLEAN WATER • • Project Number Drawn by Checked by PORTION) a. , SERVICES" PLANT LIST (APPENDIX "A") AND ARE THE SIZE AND QUANTITY 16761 ]DP • REQUIRED All original and written material fappearingthe herein and may itute the original and unpublished work of Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. el2017 Hit Architects a Q 72nd APARTMENTS ii 11 PLANTING PLAN L300 8 IN 7 • 6 • 5 • 4 • 3 • 2 • 1 1 - 1 2 3 4 1 5 6 7 b.6 b.6 0.7 b.° 0.9 1.0 1 3 1.2 1.3 1.4 1 5 1.5 1.5 1.6 1.6 1.6 1.5 1.5 1.5 1.6 1.7 b.8 0.9 1.0 I 7 1.2 1.3 1.4 1 5 1.5 1.6 1.7 1.7 1.7 1.7 1.6 tt ~� b`" ( Je a 11.5 b.6 1.7 0.8 1.9 1.0 1 ] 1.2 1.3 1,4 5 1.6 1.7 i.8 1.6 1.8 1.8 1.8 '•L r•` n ,.1,- I 1 NC53 -I x 1.5 b.6 1,7 1.8 0.9 1.0 1 1,2 1,3 1,4 1 1:6 1,r 1•a 1.y i .1. ��.-r-e" r -- x, , .� - - -- : r .. . 1 .ly; .' t _ b,`_ uEt �7 LL rn�s Ab.5 b.6 b.7 b.8 0.9 i.0 1 1.2 1.3 1.9 1 1.6 1.7 1.B 1E _ , • - *' �1 a° r'1 a f • o ;1 s / • 10 • g s o r e .f• -' hhiliPill �L�_`_ II wr - ~,�! _��11�/' - ..° a ..IdTZ*.l.Y` -�.', e' r • 9 *-11,r,• .- N :r�- ,y,aw IJ�'1 ♦ f 0 ' o ..3 a I r .� .•�. 72. 42 r�, IIIHI r r `i.: 73•Z •8 1.9 11 • ->tt� Y.t 3 .4 42. t,. xF 1,l * ,, °.' • '716 16 17 18 19 10112 13 1.4 1 ,' 1.6 1.7 1.a 1.9411 . r i^ '2.6 1,4 4.3 4'9 4,9 '4.5 4,1 4.0 4,1 4,5 4,� '1 1.s .%' n1' ♦'.. 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I b.l• MH• __...- - 1 42,2 MH: �* 10 t�.u- 1 ' 4 f ,--• a z r--1 VV ! 10r I ' ' '• - 72 9 43.3 4.• �6 1�.5 42.2 ..9 1.6 1.� 11.9 0.9 1.9 1.0 1.3 .0 43.1 0 °6.9 12.3 4i 1.5 47•, L • W �++ l .2 6 6..: 45.2 .3 43.7 43.6 4,1 1 :C'S.2 :II 2 f � l"+ •` ICS �-I I [�` �+ 1.6 1.6 1. 1.7 t1.8 b.9 .0 1.0 1.1 1.2 1.2 1,3 1.4 1.5 1.7 1.(I _ --- 8 F ei,$ 1.7 ` �� '•, i COo W I S O A IL... , �a7 CO o D r / K:�R `.. 1ti7 3.0 42 6,c(a b.: 0.8 5.8 b.• 1.1 1.6 1.1 1.2 .9 6.3 6,0 4.3 ` r 4' ,r= 8 ■ 7 ■ 6 ■ 5 ■ 4 N 3 ■ 2 ■ 1 r` -A L301 `"'1 / , / TYPICAL 4 —6;1 �4 \ P.A. P.A. P.A. : 30" � � W HALL SCORE LINES AT 2'X2' -ter 1* • - W 3 :".,. „ ..•.,.. ..•.•...,'...., - P.A. P.A. ARCHITECT S SPACINGAND LINED - ` + � IN-, . - W UP WITH WALL E WWW • ` L,I i \ .- 4. 1750 BLANKENSHIP ROAD CORNERS. ` ` GRAVEL PAVING AREAS %,- SUITE 4 0 0 ll W W w \ . f (B/L101 ) - 7 WEST LINN . OREGON 97068 SCORE LINES AT 2'X2' W W ( TEL 503 305 . 3033 FAX 503 . 305 . 8034 PATTERN STARTING ATS- F /(2) BIKE RACKS: (A/L101 ); CONCRETE PAVING AREA/ J I CENTER OF BUILDING ` LINE UP WITH SCORE LINES (C/L101 ) `=� ` . - FACE AND CENTER (E W W W Iv •` 4, 1,TO W) OF OPENING (2) BENCHES: "TIMBERFORM CONCRETE STAIRS WITH W W . 1. PLAZA"; 6'; WITH WOOD HANDRAILS ON BOTH SIDES NR,Nyi P.O. Box 14676 (TYPICAL) (--a- P A � ` W W SURFACE MOUNTED (0 & E/L101 ) ` I ■ L301 � AND SECURED SEATING; W � � � Portland/ Oregon 97293 WITH - . w i • TYPICAL MANUFACTURER'S DRAWING HANDICAPPED LANDING: : 8 m 7 • 6 0 5 • 4 N 3 a 2 • 1 CYCLOOPS ARCH BIKE RACK CONCRETE BELOW AND 8" "TIMBERFORM" MODEL NO. BEYOND BIKE RACK BASE `_' 2178-84; PEDESTAL TO BE THICKENED TO AT MOUNTED; GALVANIZED LEAST 6" DEEP. FINISH SURFACE (CONC) SECURE RACK INTO HIL L CONCRETE WITH HIGH ADJACENT PAVEMENT OR BASE WITH 8" DIA. HOLES STRENGTH TWO-PART TOP OF WALL. ARCHITECTS FOR SECURING HARDWARE. EPDXY 1750 BLANKENSHIP ROAD PROVIDE WITH EMBEDMENT GRAVEL PAVING: 6" DEEP, SUITE 4 0 0 GALV. HARDWARE SECURED 1"-0" CRUSHED BASALT SCORE LINE: DEPTH i THICKNESS WEST FINN . OREGON 97068 PERMANENTLY INTO CONC. PAVING FROM "TIGARDFLUSH OF PAVING; i" WIDE; CLEAR AND TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 BELOW. TO MATCH SAND AND GRAVEL"; OPEN; AND NO SHINERS THIS SECTION REPRESENTS BIKE RACK COMPACTED TO PREVENT ='.:' ' . ° , •� CONCRETE WALKS ON-SITE • � = '~ :�.:; ; d•`' CONCRETE PAVING: LIGHT BROOM CONCRETE WALKS. FUTURE SETTLEMENT ._.-:::•• :: 8 • 7 • 6 ■ 5 ■ 4 • 3 ■ 2 ■ 1 (3)Ii CONTROL VALVES: IN SEPARATE CONTROL VALVES ROUTE MAINLINE AROUND TRANSFORMER PAD I I BOXES. BOXES TO BE EVENLY SPACED AND SQUARE AND CAREFULLY AROUND POWER WIRE COMING Pt TO AND FROM TRANSFORMER. � ���- TO BUILDING AND SET AT EDGE OF GRAVEL AREA. I BOXES TO BE SET i" ABOVE FINISH SURFACE OF I — IRRIGATION CONTROLLER:COMPACTED GRAVEL. BOXES SHALL BE HEAVY DUTY PEDESTAL MOUNTED. ON HIL L TO ALLOW FOR FOOT AND MAINTENANCE TRAFFIC. CONCRETE PAD. ELECTRICIAN TO PROVIDE ARCHITECTS I SAME FOR QUICK COUPLER. ELECTRICAL POWER TO CONTROLLER IN CONDUIT. I POWER TO BE FROM OWN, SEPARATE, DEDICATED DRIPPER LINE TO BE 1 7 5 o B L A N K E N S H I P ROAD IBREAKER. CENTER ON CONCRETE PAD. FOR I 5 U 1 T E o 0 __ (1)6" Sieev- ROUTED AROUND PAD DIMENSIONS SEE L100. TREE ROOT BALL '� WEST LINN. OREGON 97068 1 )6" Sleeve #1 (TYPICAL) TEL 503 305 . 8033 FAX 503 . jos . 8034 $ _ • il- 1 )6" Sleeve „ / ? I --4 /*--- t _ _ - - j - . _ _ -I - _ � .� _ _ _in_ — _ _ Pr IRRIGATION MATERIAL LEGEND: (1)6” Sleeve. m \ ! 3} 1 LHII ' I_ L ..._. _ _ � _ L - - - - . "s... _ _ _ _ _ _ SET TO ONE _ IIIi 1 � _ — - - — - - DRIPPER LINE: "NETAFIM CV , EMITTERS TO BE 0.6 GPH AT P.O. Bax 1467b SIDE OF I I � W W IIEE= 71:1-13'% 1 7\ — r - ..-III 12" 0.C.. (A & B/L201 ) Portland, Oregon 97293 r 1 ■ PLANTING I I ' -(1)4" Sleeve 1 4" Sle • I I ( ) eve r AREA. I ,._.. #4 /' ` �' �` }' LATERALLINE: PVCSCHEDULE 40; 1 " UNLESS OTHERWISE id (503) 939-3547 EALLROUT 1„; PIPES I _ I -�� _ � i NOTED. (C/L201 ) PERCIVAlc,inseTrtia:cape@gmail.com IT. -. #5 I I I LANDSCAPE perlandscape@gma�l,com ''' 1 )6" Sleeve „ ARCHITECTURE (TYPICAL) i I ! LII �,J 1 1" r € I - - - - - - MAINLINE: PVC SCHEDULE 40; 1 UNLESS OTHERWISE w (1)6" SI I .. I ■ III I I II NOTED. (C/L201 ) isTE Ir icA • Iii I ' I j I SLEEVE (F/L201 ) . i 74 • (1 )6" Sleeve— L` J LLi1 / I I .�... I �it-tt -t-:z.-:1:: r" .]OE PERCIVAL f-� I T1w �1 I — LATERAL LINE AND DRIPPER LINE VERTICAL CONNECTION '7 Li IIII NORTH I I ; I (B/L201 ) OREGON A. I I I II I I s�9�'E AG�ti '11 11 - UNCONNECTED LATERAL LINE AND DRIPPER LINE ■ I I I I 0' 5' 10 20 FT. F -<1)4" Sleeve I 1 1 -� • I II II ".1...:""7 (1 )6" SIeeve` -1J = I I -- - UNCONNECTED LATERAL LINES 72nd Avenue 110)1 I (1 )6" Sleeve �� SCALE I I I 04 CONTROL VALVE ASSEMBLY (D/L201 )} t Apartments a 4- 1 1 I I 1 I � TI 1 t - . �-�--- I CONTROL VALVE FLAG I 1 I L � I I I ' #8 v I I I , 1 r ( e- 1 i„ VALVE NUMBER o 11720 SW 72nd Avenue 1 I 1" - I VALVE SIZE I II II H I — — I 7---_X }# �-- 1 I r * CONTROLLER (E/L201 ) I _ L H [OPENS FACING ON THIS SIDE] Tigard , Oregon 97232 1 4" M 1 ~ •.•:::-:::: ) For: 72nd Avenue Property, LLC �... Sleeve11 m - e QUICK COUPLER (H/L201 ) rr -— ..... 1 4" ■ (1)6 Sleeves .l� 1 i ) Sleeve I ■ i I `r ,i'. ) iri� I THIS WIDTH SHOULD BE 3" I I ) y I I . p 0}I II II I 1 GENERAL NOTES: (1)6" Sleeves ~J ( 1 I I I –s Tl III I I 1 . MATERIALS ARE SHOWN OUTSIDE OF PLANTING AREAS FOR 11 11 11 1 I j I 1 I CROSSINGS AND OTHERWISE FOR GRAPHIC CLARITY. WHERE ITS I I ! ! 1 I I 1 I FOR THE LATTER CASE, INSTALL IN ADJACENT PLANTING AREA. IRRIGATION BACKFLOW PREVENTER I I I 11 1 I -..:.:- 11 I 2. COORDINATE INSTALLATION OF SLEEVES WITH BUILDING AND 11 11 (SEE CIVIL DRAWING): POINT OF . ... I I I (1)6" Sleeves U CONNECTION FOR IRRIGATION 1 4 Sleeve SITE CONSTRUCTION. END TO BE EXPOSED AT PRESSURE TEST ,-.4,-,.II I ) ; AND CROSSING MARKED BY SLEEVE MARKING NAILS AS DETAILED. SYSTEM 'DOWNSTREAM' OF THIS [-En- , 1 10)1 DEVISE. (I/L201 I I11 I I 3. DRIPPER LINE TO BE ROUTED NEXT TO PLANT ROOTBALLS. (1 )6" Sleeve,_ LJ I (I • PROVIDE QUANTITY SHOWN AND ADJUST LOCATION PER I 1 -�fi I ROOTBALLS. 1 II it — 1 i 11 ■ # �� I 4. PROVIDE MANUAL WATERING AS NEEDED. WHEN PLANTS ARE ■ 1-4-+. 3/4" ..;. I I INITIALLY INSTALLED THE ROOTS WILL NOT YET REACH OUT TO I 11 • #81:f::;:.: (.,_J I I I THE NEEDED WATER AND THE DIFFERENCE BETWEEN ROOT BALLS I i I I 1 AND SURROUNDING SOIL WILL NOT ALLOW THE DRIPPER LINE TO I � ll 3/4 � -�-(1 )4" Sleeve I 1 I WATERING, DIRECTLY I 1 t I L_b I I PROVIDE NEEDED WATER. PROVIDE MANUAL D C I i / L_ _ J #7 I I ' ON EACH ROOT BALL FOR AT LEAST 30 DAYS. DO NOT ALLOW I I P I { rm r / 3�4" 7--J-I-1 ROOT BALLS TO DRY. I I I _1 '' I Ot ©co i_Iii_ r — ,..�..�.� _ III ] I j` 4 17 AUGUST 2018 SITE PERMIT _ _ - -- - -- - - - - - - _ _ 1 - - - :_i_ 5. MAINLINE AND LATERAL PIPING ARE SHOWN PARALLEL AND m InlF__ - „ J APART. THEY SHOULD BE INSTALLED IN THE SAME TRENCH, WITH LL _ J - - � � - -ter ':''• —ter - - - — — { ) — 3 3 JULY 2018 80%CD I I ' - _ "Ai - - - - ._-. _._ � r--- - -- ,_ - - =4;! - 1 6 Sleeve /PUBLIC -�� Sleeved REQUIRED SEPARATION AND AT THE SAME DEPTH. (1)6" Sleev- (1)6" Sleeve (1 )6" Sleeve 2 7 JUNE 2018 SITE PERMIT SIDE OF 1 6. IRRIGATION PIPE PASSING IN AND OUT OF LINED WATER I SITE (1)6" Sleeve QUALITY FACILITIES SHALL BE PASSED THROUGH WATER TIGHT 1 24 MAY 2018 PROGRESS (OFF-SITE 'PIPE BOOTS' GLUED TO AND ALLOWING PASSAGE THROUGH I I PORTION) PRIVATE SIDE \ FACILITY WATER PROOF LINERS. SEE CIVIL AND PLANTING PLANS Mork Date Revision/Issue SEE I OF FOR WHICH PLANTERS ARE STORM WATER QUALITY PLANTERS. • Project Number Drawn by Checked by ■ I I DEVELOPMENT SEPARATE 16761 JDP I DRAWINGS. (ON-SITE 7. PROVIDE DRIPPER LINE ZONES WITH AT LEAST (1 ) MANUAL ALL WORK /PORTION) 4 DRAIN AT LOW SPOT(S) AS NEEDED TO ALLOW FOR GRAVITY All drawings and written material appearing herein constitute I lopER CITY l „ - — _... _ — — , - — - — - --- the original and unpublished work of the Architect and may DRAINAGE OF EACH ENTIRE ZONE. PROVIDE AN AIR RELIEF not be duplicated, used or disclosed without the prior written consent of the Architect. --STANDARDi VALVE (PER NETAFIM DETAIL) AT THE HIGH END OF EACH 02017 Hill Architects I —DETAILS I ZONE. (NOTE: NEITHER OF THESE ARE SHOWN ON THE PLAN. I I iI PROVIDE AND INDICATE LOCATION ON "AS-BUILT" DRAWINGS. Q 72nd APARTMENTS .4 I I I (SEE SPECIFICATIONS OTHER REQUIREMENTS.) 1 IRRIGATION PLAN I 1 I 1 1 A IRRIGATION - GROUND LEVEL (SEE ABOVE) L200 a • 7 • 6 • 5 • 4 • 3 • 2 • 1 8 • 7 • 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 IIMIIMIIIE TOP OF MULCH TRENCH BACKFILL: CLEAN SAND. CONTROL VALVE STANDARD SIZE FINISH GRADE COMPACTED AS NEEDED TO ASSEMBLY AS 1 /8-1 /4" IRRIGATION VALVE BOX + + + + + + + + + + + + + + + + + + + i PREVENT ANY FUTURE INDICATED IN LEGEND PEA WITH 12X12 PRE-CAST Fl + , , , . , + , . . • • • • • + + + TOP OF SOIL " " " + + + " ` + + + " ' TOPSOIL BACKFILL SETTLEMENT. DO NO DAMAGE GRAVEL CONC PAVERS AT EACH ` + + + . + + + + ' + " " . 4 IN LANDSCAPE 111���111���1111� + + '��III��III`��ill'��III`��I DRIPPER UNE FINISH GRADE (SOIL): MULCH ABOVE AREAS PIPE. FINISH GRADE (SOIL) CORNER. TOP OF LID TO 11-III-II I-III-III-III-- - MATCH SLOPE OF FINISH -III-III= C\I -I!I=1 I I=1 I - =1 N ,/ <,< 3 (MIN.) CLEARANCE BETWEEN4. " '"""""" GRADE. HILL I!-I 11=1 I I_ i 1=!I I- I 11 I I: <. ,,.,., fy"44<: ---- . II 6" ROUND IRRIG. °' '"°� �`'�'"" "" -III=III=11� �-111= -III=III—I ♦i♦„41i�.�.,i♦♦ DRIPPER LINE: STAPLE TO HOLDlJjHt �' I f PIPE AND BETWEEN PIPE AND NA.,1-III-111=1II- - . • 1-111-111-111- J / / ,4.1\71.''Er' VALVE BOX /�1i III■ 11111` _•,I. i \ to AfLCHITECT5 �• .�.- IN--PLACE 1 4EDGE OF TRENCH. PROVIDE FOAM `..«- <. 6 ROUND VALVE BOX 1I 1=111-III=1 k 1=1 I I_ I-III=1 I I-1 I1= GALV. STEEL � w a�f , -_, . _ � �'� "��� jaoo'� o^a^yo;�esee•;oo-oa-egog 000e�o�e�`L''.�.�, ,� -I i-I _ i- I_- - I__ If • tee:.:.:..;.::.::::.,,.,... . 'I3r<- g? 6000.0....ee ...ff f .!::. I N II III-III-:111 11 it Q ♦ e I BLOCK TO PROVIDE SEPARATION STAPLE: 1 WIDE z w ♦ ♦ • + ��.�.�.,,�«„ s.�t ';i 6"+ -11 1=111=111=111=1 I I=til=1 I =111E11 L z o ::• `::; :'' ' A 6 DIA. S C H E D. 4 0 . •<s•`%s4f s 6 �<s'/�<<' " °� <. < AND SCHED. 4 0 PVC I s o B L A N K N s H 1 P ROAD El-Li BARBED DRIPPER LINE TO PVC oo ::::::: ::::::; � - ' °' ' ` ACCESS PIPE 1=11i=III=III=III=III 11=III-111= BY 5"-6" LONG; � � _.1 o � ♦ 4.• � BETWEEN, WHEN PIPE IS �� il ; �� �< �� 5uITE 4 00 III=111-II-171-11-11 =111-III-III-11 w r -I z ♦♦ •. CONNECTION =i : :':;� :�::; _::: =1 PVC ACCESS PIPE , ;1.., MAINLINE , , =11 iI-1 I i=1 I I-1 I i=1 I 1111-1 I 1=1 11=1 11= ♦ h::.; ,. :::r CR OS S 1 N G, AND WHEN PIPE <,, , 36" O.C. MAX. w Q -4,g• `;1� ,!�.e_I __ ._ WEST LINN . OREGON 97068 IIII-111-1 1III-III=III-III-III11 , ¢ Cl_ m _, ♦♦ itk -1 :1: 1 SHARES SLEEVES. SET PIPE AT ...,.r<..I i: ,.A. ,<< �A��—■ i;.1 ::, MANUAL DRAIN VALVE:=111-111-III-111-111 III-111=III=11- AND ALL CHANGES o� ♦ PVC RISER AND FITTINGS I I- MANUAL DRAIN ■ii■ =—,J:�S• LATERAL PIPE OUT ••• ., TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 :III_III_III_I I_III_Ifl_III_III_III_I ♦I e i��]::Ki SAME LEVEL - DO NOT STACK 4""•• r4'%•~•' IN DIRECTIONS "�` ' .�.< " 'TI -III III=111=111=III= * �w w � VALVE: 3/4 PVC �'""' TO DRIPPER LINES � PVC BALL VALVE 1 I I-III-1!I-111-1 11-111-I 11-11 I111=_I ♦E= � `` ='' I_IIII I11T11I1I11I1111I11i11I11111111�11II-11 IAND CURVES. ° LATERAL LINE ;111-1 111 III II TRACING WIRE BALL VALVE WITH -111, 1111„1 =11 FITTINGS AS SHOWN 12 X 12 PRE-CAST CONC. ii COMMON, CONTROL, AND PAVER AT THE BASE OF ik DRIPPER LINE BURIAL 103 DRIPPER LINE & LATERAL No Scale LATERAL- SPARE WIRE 18'(MIN.) -DRAIN VALVES TO CONNECT TI EACH DRAIN VALVE. P.O. Box 14676 BOTTOM SIDE OF PEPS (TYP.)SECURING No Scale PIPE MAINLINE PIPE ( ) Portland, Oregon 97293 ■ MAINLINE, LATERAL , & TRENCHES D CONTROL VALVE ASSEMBLY No Scale - C �J (503) 939-3547 No Scale METAL CAP TOP OF MULCH i �! - c PEDESTAL MOUNTED m PERCIVAL TOP OF SOIL LANDSCAPE perlandscape@gmail,com CONTROLLER: DOOR / ARCHITECTURE FACING TOWARD - NN FROM BUILDING _i( 6" DIA. SCHED. 40 PVC PIPE. CUT w CONCRETE BASE - - _ - - AT BOTTOM TO PROVIDE 'PORT' FOR w �iG1STEI? ,h m ROUTE 18 EXTRA .-. -II= EWE DRAIN LINE PIPE. PORT TO PROVIDE " 2" CLEARANCE ABOVE AND 1 " • 74 ' GRAVEL COMPACTED WIRE, NEATLY BUNDLED, FINISH SURFACE7 BOTTOM OF PAVEMENT SECTION FINISH SURFACE I- - CLEARANCE ON SIDES OF DRAIN LINE '� FOR TRACING WIRE AND y E PERCIVAL 6-.v DIMS. ALL o 1- 1 1 /2" SS MAG NAIL + r �oORGON w WIRE FOR (2) SPARE _iz - DRAIN LINE: DIA. PVC PIPE; AT p A. AROUND FUTURE VALVES INTO m / (SURVEYORS NAIL): SET INTO - (FUTURE) _111_111-ins l r - - - _ LOW POINT OF MAINLINE AND sc9 G`Z� 5 PED. DO NOT HOOK UP W� :.,;:;;;I,•�rrurrrrrl+rrrui;; PAVEMENT DIRECTLY ABOVE _,,_,; Tir -I iillir��-=771.1 ...\_ - _ _ -�= III DRIPPER LINE ONE LATERALS. pE A FINISH GRADE z Q •••••v, SLEEVE CENTER LINE. it-i 111 I, Ilrl ::-:,", ,,,,,,;;;;;,.'"-''';'4'."•4:',; ■ TO CONTROLLER. .......................77 .77.r.r rf. rrrrrrrrr,,:;,,. _ _I=111 II ■ I CL l l f -1:::;_dry I l l ll l l :: ... ..,...............::: — �— ICI ; I d �, II _ �w �— COMPACTED SAND BACKFILL ::::. .: DISTANCE FROM EDGE OF PAVEMENT -III i i ..Y�iT I� >, rr�• ,I J , . . P i:: .. ..��. .:... ... .i ' • + ••. i••a ,�_ i I MANUAL DRAIN VALVE: BRASS C� �+4.4•4kee4 `°.+' :4 • e '-4%-4... I� — 11 95% MIN. DRY DENSITY 5 MIN ` O III-- r:� �..j�rmr �.`.+,�.�, .�,� �,�. END of s� EVE. — . . . . _ . 72n Avenue • rY rY .Y:rY:Er BALL VALVE e. .i. .r •. . 4`4,4",. i� o tr - -� _� _ lk .I' ,•vvvv°v°vvvv�It;:,..;v, v.vvm,„,,,,vvyymv d rvvvvvv�vvsvvvvvvv �QIOQ Z O -III �.� p♦fie TRACENG WIRE W r r r ra •- .. vr�♦�I� h. , • • •y r r� rY rY rY rY•Jvvvvv � i .._ . — .1� , P .� — _ _ — 1= - F-- I_;, ;• = _ 0 o Z _ 1 ,rr rr rr rr _r I=III=��=Cil�� �I 11 111 I ���I��!I-il�III-III_ II-III- e r = = == PVC NEPPLES AND ELBOW. ADartmen�S lII1 k 1-111=1 II_I I I 11=1 II_ II I 11=1 II III -1I-111-i 11 ao - r _ y _ r1ISCHEDULE 40 SLEEVE - I-• . , .rite. �.►�1 11=111.-11=i!1-1 117 i II-ii!-1I E f - T -1 iII1, II m al _ it I ::Y: T • Y•00 O � _II I_ H: -- Ii SIZE INDICATE — I�:.e-r-e:.��•r� 11=ill=111=III=11 it 11=1 _III- s_ _ _ ( D) m —H * ���.�4 ���.� FABRIC WRAPPED DRAIN SUMP. FILL - _ = II-11 I - COMPACTED SUBGRADE _I.._,; '-• WITH CLEAN PEA GRAVEL © - _ -f11=111-11 I 7l PROVIDE TEMPORARY CAP TO KEEP SLEEVE CLEAR —I!I—I! ci 11720 SW 72nd Avenue - - I111 =III=! ;li CONDUIT FOR POWER SUPPLY JiT J:;_ EXCAVATE AT LEAST 3 DEEPER -III— — 1 =111-1 1-1111ki,__ I I-III-_,11 WIRING ■ . IN AREAS OF ROCKY SOILS AND TEMPORARY STAKE TO MARKE ENDS UNTIL ;1 1 -=—Ill1111-111 �I 1-1 `�' AND FILL WITH COMPACTED SAND PIPE AND WIRE INSTALLED WITHIN. REMOVE WHEN 12 DIA. CONDUIT FOR COMMON 3" Mi INSTALLING ITEMS WITHIN. I (MIN.) • AND CONTROL WIRING BELOW SLEEVE. E CONTROLLER No Scale ® SLEEVES No Scale G MANUAL DRAIN VALVE No Scale Tigard , Oregon 9 7 2 3 2 For: 72nd Avenue Property, LLC ■ ■ I THIS WIDTH SHOULD BE 3" I QUICK COUPLER 10" ROUND VALVE BOX: SET TOP 1 /2" ABOVE TRACING WIRE-- FINISH GRADE IN LAWN AND 2" ABOVE FINISH WATER SUPPLY LINE FINISH GRADE GRADE IN BEDS. TO BUILDING N "W; *274 1 " DOUBLE CHECK U #4 REBAR: 24" LONG; Urif SECURE TO QUICK VALVE TYPE BACK "' �r O COUPLER WITH FLOW PREVENTER 4/4 FEBCO AND 0 BRASS BALL ,-. !°.;; , �i�► SS SCREW TIGHTENING ( ) z �.°°o. o ,ac.o°° . BAND CLAMP PRESSURE REDUCING VALVE (1 ") IN ` O o ,yc °°�� VALVE IN VALVE BOX ,� VALVE BOX 00 r 4�� °Q° 0, 00)) °o+ 2X4X8 BRICK: (4) �' °o° 'c °• 4,0 IRRIGATION SUPPLY °' f$# °°° ,° .� PER BOX; WATER METER ■ o•° r° is .0.11- .4•6 LINE (1 ") TO PER CIVIL ■ d •'--'�• ��c .o.°'I SCHED. 80 PVC NIPPLE �..�'��:,.� ���.����' IRRIGATION SYSTEM DRAWINGS -* 11§10��- 1 " SCHED. 80 PVC SWING JOINT ASSEMBLY PEA GRAVEL MAINLINE PIPE ' in el CONTROLLER No ScaleQ 03 POINT OF CONNECTION No Scale 4 17 AUGUST 2018 SITE PERMIT 3 3 JULY 2018 80%CD 2 7 JUNE 2018 SITE PERMIT 1 24 MAY 2018 PROGRESS Mark Date Revision/Issue . ■ Project Number Drawn by Checked by 16761 JDP JDP All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. m2017 Hill Architects 72nd APARTMENTS a IRRIGATION DETAILS L201 8 ■ 7 ■ 6 • 5 ■ 4 • 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 im 2 ■ 1 iiii BUILDING COLD WATER SUPPLY LINE "RAINBIRD" DRIPPER LINE ZONE .1 .1 E p-Il CONNECTION POINT / PRESSURE CONTROLVALVREGULATOR ANDASSEMBLY WITH FILTER 1 . .1,_____.... ■ ■■.■■�■■..! 0.1 ■ ■ me l HILL ■.■■..■■1 ,..1 • ARCHITECTS ■■■■�■■■ SUPPLY I is, =:■==■=:1 LINE _ 1750 BLANKENSHIP ROAD SUITE 400 111111.11111111.1.1114:11 ' A\BRASS BALL • 1111 ■ ■� 4 VALVE: LINE -----) ._ WEST LINN . OREGON 97068 :. . ■ ■■,,•■■■■■.iuui ■ SIZETEL 503 . 305 . 5033 FAX 503 . 305 . 8034 , 1l1pi LINE TO 5TH IRRIGATION LINE ROUTED TO POINT OF CONNECTION PER •■■i■� ■ ■ BRASS BACKFLOW ASSEMBLY - O FLOOR DECK ■ I ■ IRRIGATION PLUMBING DRAWINGS AND LANDSCAPE SCHEMATIC ■■■■r .1111■■ DOUBLE CHECK TYPE. " SIZE ZONE. CONNECTION POINT DRAWING. .� ■■■E/ I 1 v , I ��■■�■ P.O. Box 14 7 ■I A.,,,,,,.. 0 c 6 ■-, k SIZE DRAIN LINE COMMON ANDPortland Oregon 97293 • .� I I ,■ ■■ ■■ CONTROL - J ■■ ■■ ■ BRASS " BALL VALVE WIRES. ri- '� i i ��■�■■�■■ SECURE TO (503) 939-3547 �` " ----"--7 -=I ��■�n■. �■■ WALL. NEAT ,�I //, � � �■■■■■■■■ ROUTE DRAIN LINE TO DRAIN - WATER PROOF PENETRATION AND PIPING4 I �° � ��■■�■■�■ TYPE APPROVED BY CODE. INSTALLATION PERLANDCs�VAL APE perlandscape@gmail.com THROUGH BUILDING. SEE PLUMBING PLAN AND ! , �■■:■iEl ARCHITECTURE DETAILS. ■ IRRIGATION CONTROLLER: RAINBIRD • 0 ■■.1.�■■11.11■i■■■1'■■■■■ ESP-TM2-4-120V"; WALL MOUNTED TO l w IRRIGATION LATERAL LINE: SCHEDULE 40 PVC; _ s ■�'\.■■■■■■■■ ",■=■■ STUDS. INSTALLATION PER MANUFACTURER. 1 `� 'HARD WIRED' w cGlSTERt�' 1 " DIA.; ROUTE ALONG BOTTOM OF PLANTER. ■■■■�� ,,,�`■■■■ WITH POWER SUPPLY INSTALLED BY LICENSED ELECTRICAL d N.-.- �-■. ELECTRICALCONTRACTOR. ALL PER CODE. POWER SUPPLY ' 74 CO DRIPPER LINE: "NETAFIM CV" SAME TYPE AS ■� ■� l� ___ MOUNT AT 'EYE LEVEL' AS APPROVED WIRING IN ■ 1111 �� r' JOE PERCIVAL t•-. INDICATED ON THE GROUND LEVEL. INSTALL 2" ■■■■■■■� - CONDUIT FROM U BELOW FINISH SOIL GRADE OF PLANTER. ■�■■■■■�I LOCATION. ROUTING. AND PENETRATIONS: SEE SOURCE INTO OREA. GON 44 STAPLE TO HOLD IN-PLACE AND ALIGNMENT. i 1.■■■■■■■,, ■' ARCH. PLANS CONTROLLER sc4PE AGSti ■ ■ L CONNECTION POINTS BETWEEN w, ■■■■m■�■j IRRIGATION CONNECTION SCHEMATIC DRIPPER LINE AND LATERALS ■=■■=■■■IOB 1111■■■■_■I BUILDING ROOF 5TH FLOOR PATIO LEVEL NO SCALE 72nd Avenue (TYPICAL) ■=1111■■■■I BELOW DECK PLANTER. o■■mood Apartments . _ I- i r 11111111 ■■M■■i■! 0 1 1 ■ . ■ 0 11720 SW 72nd Avenue ! ■■■■■:■■I i ___ 11,11 iiiM �■■■r■■I9 —K miNim=Enomr" I 1111 � ___, ___ —_— ■�■■�■�• ��i♦� Tigard , Oregon 97232 1 ■■ ■■Lrl/1■■■■■■■1■■//■■ ■a NEMO For: 72nd Avenue Property, LLC a � =i■� ==1111: ■ 1111. ■■■■■ I THIS WIDTH SHOULD BE 3" [I i ,1- 1- -... L LI Milli AllirmINIUM1112111111115111111.1 L_ ly r' G' i ! iMmi Niliwim ,- -■■11...11 L) • 0' 2' 4' SFT.MI%•7.1 =k. - ' '�=/==■=■ ■�, _ Ni■u■■■■■ simipil, -- 11111111gelik MININI, IN ..imi...m.. ' imiNIMINE ,.., N 0 TH SCALE •■■.` _ !11.11 ■�.■ \ .1111 3 ■ pth 1 j 1 `WI ■■■■I■► R m ■��I■11�■I;; , , t • 1111■■■■■■I • ■■■■■■■■1 111.1.01111.111.1.11111M1 ■■i 1111 ■i i■ i■Emi i■ impigm ii 1, 11 m` " ., It— 4 17 AUGUST 2018 SITE PERMIT ii IRRIGATION - 5TH FLOOR PATIO LEVEL (SEE ABOVE) 3 3JULY 2018 80%CD A 2 7 JUNE 2018 SITE PERMIT 1 24 MAY 2018 PROGRESS Mark Date Revision/Issue MI • Project Number Drawn by Checked by 16761 JDP All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. 02017 Bill Architects 72nd APARTMENTS IRRIGATION PLAN 5th FLOOR PATIO L202 8 ■ 7 ■ 6 ■ 5 2 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 momi EXISTING TREE TO BE PRESERVED AND Pull PROTECTED PER CITY REQUIREMENTS (TYP.) l �- PLANT MATERIAL LEGEND - EXISTING TREE CANOPY (TYP.) HIL L symbol common name / botanical name: size; comments; and (quantity) ARCHITECTS ,ASPEN / POPULUS TREMULOIDES: 2" CALIPER; (8) 1 7 5 0 BLANKENSHIP ROAD 6' TALL CEDAR Ir .. 1 II ' WOOD FENCEf CHINESE WITCH HAZEL / HAMAMELIS MOLLIS: YELLOW SUITE 4 0 0 ti C I 0 - _ - Ifil FLOWERING ONLY; 5' TALL; (2) TEL E 503 ST �3 5NSa33OREGON R1 F O 503 . 3057. 8034 ...414TaL 0 ir N\ i 1 ,,4E ''‘ /17 q a _ ir )1PA9A.,,,__„,„ �� „a,.i�i '=`''=+= = '_i^sr'' 1 \I • ri;r<< J1�,11`►t\/ i, 1 L 1�� \,ItJ / I\I g ± �- ��, r. _ 1 opo♦o♦■ 0,411,-"Iii r .".1111111 � 'S' N. ` I • �• �� I I I I `' GOO ;� OREGON WHITE OAK / QUERCUS GARRYANA: 3” CALIPER; • _ -- -- -- giefibi,© A\ (4) P.O. Box 14676 . • .. 1 ..>..+.6F4g+..*. 61.4: , ! \� Portland, Oregon 97293 ■ gboo 1 ' `\ �.w..wa..w...w. •• • ■�000000 ;: : 0 o w \ ,0u0uoo400.O0OOo ' 1 1 4.r- ii • ,\� 11 ° ° . ° \ / 0000_ooa ,\ . `—C }SSEDGE °°°°°°°°.o.000° / ° . ° _ _ A (503) 939-3547 °: ' -(11 )SORUSH ° • o°°• :: . g4; i _ �� °• •. . � 5 TUPELO NYSSA SYLVATICA: .::�. ! \-- 12 BCAMAS ' �� PERCIVAL erlandsca e@ mail.com . . kii1�« (14)SSEDGE ( } (60)SSEDGE °• ..;,,:,.;,. «• •.•�, (14)SORUSH 15 BCAMA '�` '� �;" �� STRAIGHT SINGLE TRUNK; P p 9 Pw \ \ ( ) S °.°•°° . . ,A; ARCHITECTURE -'''*• ,� 2" CALIPER (1 ) (12)BCAMAS , •...,: A \ \ (48)SORUSH ••,. if15TE��, �, - ':a (48)SSEDGE d Vj i0 ■ / 74 +� �(44)SSEDGE (20)BCAMAS .. ,„,„4,117.1L r4tfA',A9--- . „ (15)BCAMAS -]:"7::::-;:;:01t-. 4' 1► VINE MAPLE / ACER CIRCINATUM: MULTI-TRUNKED; THREE 2" CALIPER CA./JoE pERoIVAL H = �; r _..Q' I OREGON,� �I TRUNKS (MIN.); 8 HT X 6 SPREAD; (14) ;-.0 ,• FILI .0 e) I,. g-;'I. P} C'4 C' 34 SSEDGE �) E A� ... Ap4 (21 )SORUSH Po ' , ,, dilk • !~ (10)BCAMAS • : _ ,tr�i1) 10 " 72nd Avenue ••`` •• • ' I ZELKOVA / ZELKOVA S. 'GREEN VASE': 3" CALIPER; • ° 4 ° Apartments ......0.- ,::p1; ......g.9-g,t ,‘ ID ..ciie 0,0 c. _ 1 �`1° 11720 SW 72nd Avenue ...e.„..,, � o�� ci...•ill o° (81 )SORUSH � '' (24 CRPBRM J� 49 SSEDGE .°. — (81 )SSEDGE --- : -.'-•''.--4 } Al\ (2D)BCAMAS .o.„ (40)BCAMAS «,`-:,. 1 1 I/ ' e BLACK MONDO GRASS / OPHIOPOGON PLAN ISCAPUS 'NIGRESCENS': .• og ;«,°o�C: 1 GALLON; (34) (42)SORUSH <, 112 `'"•• ' r ,,, ,m f/\ Tigard , Oregon 97232 •',j. ^::.:.. .y ! 0 DAVID VIBURNUM / VIBURNUM DAVIDII: 30X30 X30 HT. MIN.; (28) di .m ( ••- + a� \ ti" _7:1 I i�= For: 72nd Avenue Property, LLC « ",.i. i. : r ® DWARF REDTWIG DOGWOOD / CORNUS SERICEA KELSEYI : 1 GALLON; (204) ■ - 1 \ OR TH : . :t=2:::i1� I THIS WIDTH SHOULD BE 3" I {58}SORUSH •',' ,.. �" + HAMELN FOUNTAIN GRASS / PENNISETUM AL. 'HAMELN': 1 GALLON; (50) SSEDGE _ . 1* ; �� ° rg 5' 10' 2 0 FT. .'. •• 1 ° ;� (22)BCAMAS moo;°:' • le HEAVENLY BAMBOO / NANDINA DOMESTICA: 5 GALLON (36" HT. MIN.); ;,•;•;`', ` . . •°•'' ` FOLIAGE FROM TOP TO BOTTOM; MINIMUM OF (3) CANES; (28) (10)BCAMAS 0000.. +�.`.0°40 r � ; ;' ' 0 DWARF HEAVENLY BAMBOO / NANDINA DOMESTICA 'BAR HARBOR': 2 li (27)SORUSH .,, SCALE - 0 GALLON (MIN.); (17) 7 .117;. I (54)SORUSH : -:• (54)SSEDGE :-..E.1. 0 OREGON GRAPE MAHONIA AQUIFOLIUM: 36" HT.; FULL FOLIAGE (32) . (21 )BCAMAS / ° 1 . 1 :4:.:,,,,4+ ,i + • ' g RHODODENDRON 'JEAN MARIE D.M.': 36"X36", FULL FOLIAGE; (1 ) 1 24 SSEDGE o•... ! (13)SORUSH ` 0 0 NO '•• 000,� • • • ...im.rtmmmls.m I) ■ O / SARCOCOCCA RUSCIFOLIA: 2 GALLON; (28) • (10)BCAMAS I .°0?a (26)SORUSH •$a ' • . " 40)SORUSH (13)SORUSH �'' `7°' �� • *• " I ="' '.`t`� � '-'-'-'� :SORUSH SOFT RUSH / JUNCUS EFFUSUS: i GALLON; MIN, OF 115 �+ �* - °v PLANTS PER 100 S.F. (12" O.C. - TRIANGULAR SPACING s• �� (10)BCAMAS (42)SSEDGE I •• •°• ;; I + i .p (15)BCAMAS • • Ga . (630) /1r(54)SORUSH 1 k (84)SORUSH , 1 • � w°"0"0"0+'0+'0+'0+'0+'0+'0 -A r�PtQ .. _ o . o 0 0 0 0 0 0 0 �f ��� '�� _ �. �- ,f -�' 1 (24)CRPBRM ' ° ° ° ° ° ° ° ° ° ° SSEDGE SLOUGH SEDGE / CAREX OBNUPTA: i GALLON; MIN. �`♦r -.Pm- �� ♦�� 0 0 0 0 0 0 0 0 0 0 a a -� ,� \, °0°0°o0o°oE000000000 ,_♦_ Viii. . NI4zMe�:.�N Vii.■►,,, VWEAtIN /. ° ° ° ° ° ° ° ° ° ° _ ® _ �/�`�r Ir� ° ° ° ° ° ° 1, ° ° , OF 115 PLANTS PER 100 S.F. (12 O.C. TRIANGULAR 4 17 AUGUST 2018 SITE PERMIT vr \I ,, + ,: r w�w�• •��,•� � +r ]°O°° 00°°°°O°O°000°° m �'1 / MEN it,;.`'''�« y ''k'.' .+«�.'. 1 ��o0, �i00°•• ti �:• 1� �� :�s.F '� �,+• :«ii«',L,'. I �_.,o„. . 0_0_0_0_0 . 3 �� . ' '�,�,,a ,� °° • « ►• �r/\ SPACING} (631 ) 03 f ►01) a aa.�rr:.+r'•i�..o af•,.+aa�enz•ra : :aia:at,14, is •,,.n : I.:rr���4U E\I\'I\'I\'fr:rK. r.sr III 3 3 AUGUST 2018 80°/,C.D. �.��ls�'�'���� fi+a�a���:,.•rs.rar_a.gar.i'a:r+.��,,v.���r�+r����.��a�.�'"i► , a.-a���.,,,.,r,!���r. •:;:: DI; .:: aru.�.�ti-.ara�r_�����r. rs►.�Ly was= \__/ \—A' \__ _/If� \�__.� L, Milikl � 1 24 MAY 2018 PROGRESS WNW NO HATCH BCAMAS COMMON (BLUE) CAMAS / CAMASSIA QUAMASH: 2 7 JUNE 2018 SITE PERMIT PATTERN GALLON; PROVIDE QUANTITY IN INDICATED PLANTERS. INSTALL EVENLY SPREAD THROUGHOUT PLANTER. (THESE /PUBLIC PRIVATE SIDE ARE IN ADDITION TO THE STORM WATER PLANTS Mark Date Revision/Issue - OF REQUIRED AND ARE TO BE PLANTED IN BETWEEN THE SITE SIDE OF DEVELOPMENT INDICATED REQUIRED PLANTS ABOVE.) (282) • Project Number Drawn by Checked by IIION-SITE -----_____r, 16761 ]DP PORTION) ' CRPBRM CREEPING BRAMBLE / RUBUS PENTALOBUS: 4" POTS; / _ 24"0.C. (TRIANGULAR SPACING) (75) All drawings and written material appearing herein constitute the originsl and unpublished work of the Architect and may J. / not be duplicated, used or disclosed without the prior written :%54 consent of the Architect. / 02017 Hill Architects (NOTE: THE ABOVE LISTED FORBS/HERBACEOUS PLANTS ARE FROM THE "CLEAN WATER Q 72nd APARTMENTS ..x SERVICES" PLANT LIST (APPENDIX "A") AND ARE THE SIZE AND QUANTITY REQUIRED PLANTING PLAN I i\ ---A\ L300 K.. 8 ■ 7 • 6 • 5 ■ 4 ■ 3 ■ 2 ■ 1 4 , 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 immomi PUBLIC SIDEWALK. i CENTER POINT OF TREE TRUNK AND PLANTER _I I� I. �' 2" SETTLED LAYER OF MULCH. SET TOP I 4 TREE CANOPY: SET TREE CENTERED ON PLANTER i-1 . _ _,.. _._ �� 1 " BELOW TOP OF CURB AND ADJACENT a '1,111--------:16.:' AND PLUMB. ■ ■■■■■1 WALK '�' i__i_Ri_I j;...14 .44.,..:ui.1•1 �� (3) EQUALLY SPACE 2" DIA. FIR TREE STAKES. H I L L ■ ■■�■■� CURB AND A.C. SET JUST OUTSIDE ROOTBALL AND INTO FIRM ■ ■■■■■1 = SUB-GRADE. RISED TO i HEIGHT OF TREE. ARCHITECTS s• ■� I TREE ROOT BALL SET 2" ABOVE SOIL ■�■�=■�1 - FINISH GRADE. 1750 ELANKFNSHIP ft0A � � METHOD OF RESTRAINING TREES: GALVANIZED �■ �� SET ON FIRM SUB-GRADE AND PREVENT ,11111, STEEL WIRE SECURED TO STAKES AND S u I T F 4 0 0 ■IIII ■■■��i■■■■■1■■■ ALL FUTURE SETTLEMENT. CONNECTOR AT TREE. TO BE LOOSE ENOUGH TO "- WEST L ! N N . O ESE c O N 70 68 ' 111=111111W ■■�� ■ ALLOW TREE 3" OF UNRESTRAINED MOVEMENT IN TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 ■ PrAl � . 15 VARIEGATED BOXWOOD BUXUS SEMP. 'VARIEGATA': ■�■mpi 1 I J I /M■■ IMPORTED BLENDED SOIL BACKFILL. ALL . , . ; i ' . •.z .�._:,: ALL DIRECTIONS. { } / riglirjrfri ■ AROUND ROOTBALL. FULL DEPTH OF ,''."''',�'�' � 0, ,:::� is 4i ?!!•1 ■m ROOTBALL AND UP TO BOTTOM OF MULCH. .; ' ", : .'�`""�"�`'''`''\ RESTRAINT LOOPED AROUND TREE TRUNK: USE ounemom{ } -Adiii Num■ OUT TO FULL WIDTH OF STREET-SIDE ,r;-.... !� %�;;;:t-5 GALLON 24X24X24 MIN. FULL AND DENSE 4.r,. , SOFT MATERIAL WHICH WILL NOT HARM OR MARK ' ■ I I � I ■■ ■■ ,\rii+i�+�'iir':iii.+.,,y l,.i;'�is �!/triy r/„ ,\ 'w"-WA i��ri�ai`•` � 1Ov � •fol� PLANTER. " " ` " ``` ■r I :■■=■■� "/:,`_ /.f;�,t;r, P.O. Box 14676 / gP :-�;�' THE TREE TRUNK. mil1111 -1;--/-44w,71.,,. �,>\ � \, Portland, Oregon 97293 ■ r I ��■�■■�■■ DRIPPER LINE SECURED IN PLACE WITH •ROOTBARRIER ALL AROUND PLANTER TO CURBS ■ 1---yr _1 moo, � ` I , - . . . .., i+ I =■■■■■ ■ GALV. STEEL 'STAPLES'. SET TOP 3" AND WALKS:36"HEAVY DUTY RUBBER SHEET (4OML - imp ■ ■, BELOW SOIL FINISH GRADE. 503 939-3547 939 3547 I I _ _. __ �.___r ; E o 11111411121■ ■ MIN.) AND DEEP. DIG AND SET INTO ��I SUB—GRADE AND COMPACT FILL. PERCIVALI I i I __. I LAlvns��I perlandsc p g ail.cam ■ ■■ a e@ m c �■�, .1■■Eira) STREET TREE PLANTER 1 " = 2'-0" ARCHITECTURE 11 ■�lit\■■■■■■■■■■ii�!■■ \—, mimmilimmiiii w ! i : :M, ��:■ w �G�STE1��,la _____ _ I I ��� ��■ d TREE: SET PLUMB AND AT • 74 I ■ I. �■ o CENTER OF HOLE. SET i ■ ■■�■t ■ KNOT, „- - ---- -__ UNTREATED TIGHT TOP OF ROOTBALL 2 irERCIVAL H I I - 2X2 STAKES: (3) PER o. , j v TREE WHEN 2” CALIPER ,� Ir, ABOVE FIN. GRADE. I =.1111111111111191-■ ` , os OREGON \mow L_� �- - I ■■■■=� AND LARGER - (2) PER � cq p� ASG r`� r-b-- ■■■■■1 TREE FOR SMALLER TREES — NON—ABRASIVE TREE TIES • ;__— =■==■j (3) PER EVERGREEN TREE ; '`�� AT TREE TRUNK. ■ \301 I 1. ■■■■■1 5 FT. TALL AND LARGER — _ GALV. WIRE TIES: SET SLACK 1\rr p I ■ ■■■■=1 (2) PER EACH SMALLER w ' 1- . - ! l ■ ■ ■ 1 EVERGREEN TREE — AS NEEDED TO ALLOW FOR 72ndAvenue ■■ ■1 3" OF FREE MOVEMENT IN r- '~ ALL DIRECTIONS Apartments -t- 1- • I ■EM■■■■■1 FINISH GRADE N ' ! Li j ■��■■■■� \ 1 f\ MULCH: PER SPEC.; r- , I � PULL AWAY FROM i r • f a f • f � o f i >. • .• 2 . III , # • gv i• • g l qi�%/�%.'•:�utvi. .t•y%�%Y`%%,%;%y� i i ■ ■■■■■E J ''''''\''\'r�\��:G.�!�O\O\ri;` ` ..,,.%i%i%i ri ri.i G ri. >`%\`-:° °� BASE OF TREE TRUNK. a 11720 SW 72nd Avenue II _ . I p =M110110111=m1 . IN=M1....m111. 22 ic) 10._ li 1 19.1t;g111111111111111w,.. ;f:III • , ■ I r/' .,. IIj:P111111119p / o I :�% _ 1l ■ ■, 1 FP111 SUBGRADE ROOTB�AI,:i. OIA. BACKFILL: PER SPEC. Tigard , Oregon 97232 . . .__ ... -- I ■ ■. I I I .■■ ■ For: 72nd Avenue Property, LLC ■ �' ■ ■ TREE PLANTER Not Street Tree ioi • ■/MW I I I =■■=■■ I THIS WIDTH SHOULD BE 3 I I I I .r■■■,■1■■■Ir■■■ -- • --- I , (. 1 :��■..■■■■■■ dl, V- .-- - . , , -4 I I L I ■■■■■■■■410 I ■� I iiimmmEmism p G ■� I �u■i�■. MULCH AS SPECIFIED (KEEP `� - : :, �■■:■ ` MULCH CLEAR OF SHRUB I• �: �■m= �3 STEM BASE) 0 I H : ■�, �:■ erBACKFILL SOIL ■■ ► _ ,�■ ' FINISHED GRADE PLANT CENTER 0' 2' 4' 10 FT. ■�■iiii■■■kiwime 3 , OM LTH I•:■�:I ___LtFfriv:?..:;,c =w• "171mmir"""11 . I. EimulltEmill �, ;.1*..r SCARIFY EDGES AND BOTTOM ■ ■ IM■ 1 7 a . -.., H -�Sl� L is NO.NitINIMI 's �'': ,y. OF HOLE S■ ■■MIIMI■■l. ii i i i 4110101:0110:4411104 . •si a -d _ J1H f ROOTBALL: TO BE SET ON FIRM � � � 11 /2S II •, ,Y SUB-GRADE AND ABOVE il L> 13 �_ SURROUNDING SUB—GRADE UNLESS OTHERWISE II EDGE OF PLANT BED, CURB 4 17 AUGUST 2018 SITE PERMIT ao DIAMETER OF WALK, FENCE OR WALL SPECIFIEDcn ROOTBALL +6" S = SPACING ON CENTER(O.C.) AS SHOWN ON PLANS 3 3 AUGUST 2018 80%C.D. CA) © O PLANTING - 5th FLOOR PATIO SHRUB PLANTING GROUND COVER SPACING. 2 7 JUNE 2018 SITE PERMIT 1 24 MAY 2018 PROGRESS Mark Date Revision/Issue ADJACENT PAVEMENT OR • TOP OF WALL • Project Number Drawn by Checked by 16761 JDP MULCH: FULLY SETTLED .._\ All drawings and written material appearing herein constitute r the original and unpublished work of the Architect and may / / / / / / r not be duplicated, used or disclosed without the prior written IMPORTED \ / / / / / / / / ' •' `.: �' consent of the Architect. • �•� 02017 Hill Architects AMENDED, 4 ■ J- PRE—BLENDED ^ z U - I-iro v 99 ' TOPSOIL: I'D — o NOTE: .LE 72nd APARTMENTS Q FULLY = o 7 7 V THIS DETAIL DOES SETTLED. ---- I`= NOT APPLY TO `/ '/<T STREET TREE PLANTING PLAN INTERFACE TO BE ROUGHENED PLANTERS OR STORM WATER 5th FLOOR PATIO COMPACTED QUALITY UNDISTURBED SUB—GRADE PLANTERS SUB—GRADE: CLEAN AS NEEED. 5th FLOOR PATIO PLANTER _ ,_6„ L301 1 „ PLANTING AREA =0 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1