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Plans (10) SIT2018-00019 OFFICE COPY S ■ 7 ■ 6 a 5 • 4 ■ 3 ■ 2 ■ 1 LEGEND F� E+ VED NEW SANITARY SEWER LINE SS ) Pt 72nd AVE / JUN 1 ) 2018 NEW STORM DRAIN LINE SD D TS DA CITY OF -IGARB- NEW WATER LINE W - - - W - - - - BUILDING :)IVISION kr," M HILL NEW & EXIST. CATCH BASIN4-1-7-Ai-&-1-1-7'yff W 72ND AVEIV '%O SW ATLANTA /I O O AD ` ST �� ARCHITECTS NEW & EXIST. AREA DRAIN �MH S°MN STORM DRAIN MANHOLE TIGARD IJ RECON 97232 0 SW BAYLOR ST. 3 1 7 5 0 BLANKENSHIP ROAD H OSMH SUITE 400 SANITARY SEWER MANHOLE • CO CO WEST LINN . OREGON 97063 NEW & EXIST. CLEANOUT (SD & SSWR) • • / SW CLINTON ST. \ r. TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 DS NEW ROOF DOWNSPOUT o❑ Vi NEW & EXIST. GAS METER L' E° SW DARTMOUTH ST. I i . _ DCI NEW & EXIST. FIRE HYDRANT AFH .FH "r. * • NEW & EXIST. WATER METER Mil CI co ■ a M ■ E 11 G i ll E E R S NEW & EXIST. WATER VALVE H 5 5 921 SW WASHINGTON ST. • SUITE 560 PROJ ECT LOCATION: IA �5} (.3 PORTLAND,OREGON 97205 PHONE:(503)242-2448 • FAX:(503)242-2449 FITTING WITH THRUST BLOCK Ij1 11720 SW 72nd AVE to WES5IFE: www.DCl-ENGINEERS.COM TEE 90' 45' 22.5' / CIVIL / STFR.IJC` -LJF AIL SURFACE WATER & PIPE DIRECTION FLOW SW BEVELAND ST. L. O� ®Copyright 06/2018 D'Amato Conversono Inc M Rights Reserved - wn. in pari,wAlwal wrtlm garmssim frau aMwto cmramno�c. t'A.nnto Canvmaana Inc.dionlalrn5 any reaponspillty for its unautiwri0ed us mounon EXISTING CONTOUR (457) in NEW CONTOUR 457 Lu ,s0 PROFF EXISTING SURFACE ELEVATION EXXX) ( XX To W .i.d � G 1 NE-F�.p r (n � 866 5 /�t FINISHED SURFACE ELEVATION XXxXx XXXXX r.G T..S / XX.XX FS TOW VI CI N I' 1 ' Y1x4A P % \ 7R, EGON ,ti s13, 1O A\'`TOP aF WALL/TOE of WALL XXXXXGENERAL CONSTRUCTION NOTES: NOT TO SCALE Q�aow A 1. UNLESS SPECIFICALLY EXCEPTED IN THE PLANS OR CONTRACT DOCUMENTS, ALL CONSTRUCTION METHODS AND ■ SLOPE INDICATORS 3:1 111 2:111 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 RIP RAP � 5 ,� CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH ACTUAL SITE CONDITIONS, REQUIREMENTS AND PROJECT TEAM: �I�I�. 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 tii=6) 4804 NW BETHANY BLVD, SUITE 1-2 1750 BLANKENSHIP ROAD 921 SW WASHINGTON ST., SUITE 5603. THIS PLAN MAY NOT SHOW ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. PRIOR PORTLAND, OR 97229 WEST LYNN, OR 97068 PORTLAND, OR 97205z�Tr ,, 7NEW CEMENT CONCRETE I e !ch TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. CALL THE MR. RICHARD CASSINELLI CONTACT: LLOYD HILL, AIA CONTACT: DAMON SMITH, P.E. o ,]`/ 1� 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 r T [ RELOCATED PRIOR TO CONSTRUCTION. IN THE CASE WHERE RELOCATION IS REQUIRED, THE APPLICABLE UTILITY EMAIL: REC65@ME.COM EMAIL: LLOYD.HILL HILLARCHITECTS.COM EMAIL: DSMIIH®DCI-ENGINEERS.COM AVEN V L NEW ASPHALT CONCRETE PAVEMENT COMPANY SHALL BE NOTIFIED AND ANY COST REQUIRED FOR RELOCATION OR ADJUSTMENTS SHALL BE AGREED N 1000.00 UPON. UTILITY PURVEYORS: COORDINATES, & LEADERS / 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 9 7 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 EXISTENCE OF THESE UTILITIES AND/OR SUBSTRUCTURES. THE CONTRACTOR IS REQUIRED TO TAKE ALL REQUIRED FOR: 72ND AVENUE PROPERTY, LLC NEW CONCRETE CURB & GUTTER 8777 SW BURNHAM ST. 1850 SW 170TH AVE 220 NW 2ND AVE PRECAUTIONARY MEANS TO LOCATE AND PROTECT ALL EXISTING UTILITIES AND SUBSTRUCTURES WHETHER SHOWN 11GARD, OR 97223 BEAVERTON, OR 97006 PORTLAND, OR 97209 • NEW RETAINING WALL , OR NOT, PRIOR TO EXCAVATION IN ANY AREA. THE CONTRACTOR SHALL MEET AT THE JOB SITE WITH ■ REPRESENTATIVES OF THE UTILITY DISTRICTS, COMPANIES, AND OTHER OWNERS THAT MAY HAVE EXISTING CONTACT: ROB BLOCK CONTACT: PETER BOONE CONTACT: RYAN TRUAIR FACILITIES AT THE SITE, AND DISCUSS THEIR PROTECTION. PHONE: (503) 718-2704 PHONE: PHONE: (503) 848-3000 PHONE: (503) 226-4221 1 1 EMAIL: ROB .l1TIGARD-OR.GOV EMAIL: PETER.BOONE@TVWD.ORG EMAIL: RYAN.TRUAIR®NIWNATURAL.COM ABBREVIATIONS 5. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF APPROVED PLANS ON THE JOB SITE WHENEVER 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 CO 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 0 OFFICE COPY 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) CITY OP TIGARD Li I.E. INVERT ELEVATION PERMIT. PHONE: (503) 672-5483 PHONE: (503) 259-1504 PHONE: (503) 641-4463 ,^ REViE D FOR CODE COMPLIANCE BM BENCHMARK INV INVERT 7. THE CONTRACTOR SHALL PROVIDE THE DESIGN ENGINEER WITH RECORD DRAWINGS PRIOR TO FINAL APPROVAL. ALL EMAIL: CHRIS.JEWETT@PGN.COM EMAIL: JOHN.COUSINEAU®FTR.COM Approved • : I BNDRY BOUNDARY IRR IRRIGATION WATER DEVIATIONS FROM THE ORIGINAL PLANS MADE DURING THE COURSE OF THE CONSTRUCTION INCLUDING LOCATION, COMCAST W UTC: 1 ] - INVERTS, AND DEPTHS OF UTILITIES SHALL BE CLEARLY MARKED ON THE RECORD DRAWINGS. THE ENGINEER PHONE: (503) 595-3809 LF LINEAR FEET = Permit #:,S 1i,3 0 j R-net n J q BOW BOTTOM OF WALL SHALL PROVIDE THE CITY ENGINEER WITH "RECORD DRAWINGS" AS REQUIRED. MH MANHOLE Address: 1)-1 140 S W 7 Qv' d. pJ CTV CABLE TV MJ MECHANICAL JOINT 8. THE SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS ARE EXPRESSED OR IMPLIED. THE Suite#: SURVEY WAS PROVIDED BY S AND F LAND SERVICES. SHEET INDEX Q By: if Date: -7.1 g, C&G CURB AND GUTTER P POWER • RV 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 CIVIL INFORMATION- - C0.00 PP POWER POLE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH THE PROVISIONS AND REQUIREMENTS GENERAL NOTES - - C0.01-00.02 - CL CLASS PL PROPERTY LINE CONTAINED IN THE STANDARD SPECIFICATIONS. EXISTING SITE SURVEY AND DEMOLITION PLAN C1.00 M 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 #n RCP REINFORCED CONCRETE PIPE MUNICIPALITY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. CONTRACTOR SHALL PROVIDE TRAFFIC UTILITY PLAN C1.30 CMP CORRUGATED METAL PIPE CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS DETAILS- - C5.00-05.30 I- RD ROAD REQUIRED. PRIOR TO DISRUPTION OF ANY TRAFFIC, A TRAFFIC PLAN SHALL BE PREPARED AND SUBMITTED TO THE EROSION CONTROL PLAN- - EC1.00 CONC. CONCRETE RET RETAINING GOVERNING MUNICIPALITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL ISCe m IN PLACE. W m CPEP CORRUGATED POLYETHYLENE PIPE ROW RIGHT OF WAY LL CTR CENTER(ED) SD STORM DRAIN 11. A CONSTRUCTION. EXISTING MEETING SHALL BE HELD WITH THE CITY OF PORTLAND PRIOR TO THE START OF EXISTING SITE SUMMARY: NEW SITE SUMMARY Mpg S.F. SQUARE FEET VIED CC PARCELS: WCTM 1S136DC, TAX LOTS 3200 & 3300 PARCEL SIZE: 25,567 SQ. FT. DCVA DOUBLE CHECK VALVE ASSEMBLY SS SANITARY SEWER 12. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE PROJECT ENGINEER AND THE PARCEL SIZE: 28,884 SQ. FT. $UILDlNG FOOTPRINT: 9,965 SQ. FT. COWL DDCV DOUBLE DETECTOR CHECK VALVE STA STATION CO -10 CE Co CITY OF PORTLAND. ZONING: TMU: TRIANGLE MIXED USE ZONE ONSITE IMPERVIOUS AREA: 22,167 SQ. FT. D C 13. ALL TESTING SHALL BE IN ACCORDANCE WITH THE PBOT STANDARD SPECIFICATIONS (LATEST EDITION). ONSITE PERVIOUS AREA: 3,400 SQ. FT, LAJ MARK DATE REVISION/ISSUE D.I. DUCTILE IRON TOE TOE OF WALL, OR SLOPE ONSITE PARKING STALLS: 42 ■ T TELEPHONE WIRE 14. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL. SOLID WASTE STORAGE PROVIDED: 200 SQ. FT. City Of Tigard Eros Ofl Co l rr V) DIA (�} DIAMETER BUILDING SETBACKS: PER SITE COVENANT REQUIREMENTS To Schedule Inspectiars: ■ PROTECT NUMBER DRAWN M CHECKED BY TBM TEMPORARY BENCH MARK BUILDING HEIGHT: PER CITY OF TIGARD STANDARDS Cali (503) fi39-4175 17042-0032 JAS wL DIM DIMENSION T.C. TOP OF CURB Q o tof +�egtl lot? DS DOWN SPOUT TG TOP OF GRATE Final inspection. Pnorta final building inWpectlat EL.= ELEVATION TOP TOP OF SLOPE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE TOW TOP OF WALL ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE EOP EDGE OF PAVEMENT DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF TV TELEVISION WIRE THE ARCHITECT. Q HILL ARCHITECTS a FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION $OTICE TO EXCAVATORS: EMERGENCY TELEPHONE NUMBERS 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 7am-6pm 503-226-4211 Ext.4313 FH FIRE HYDRANT FL FLANGED SEE PUBLIC FACILITY THOSE RULES ARE SET FORTH IN OAR AFTER HOURS 503-226-4211 DigSafely. IMPROVEMENT PLANS FOR 9520001THROUGH OAR PGE 503-4fi4�7777 /, GAS MAIN G WORK IN R.O.W. 952-001-0090. OU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTURYUNK 1-800-573-1311 Call the Oregon One-Call Center GB GRADE BREAK CENTER, CITY BUREAU OF MAINTENANCE 503-823-1700 DIAL 811 or 1-800-332-2344 1.1111 NOTE: THE TELEPHONE NUMBER FOR CITY WA503- 23-4874 GM GAS METER THE OREGON UTILITY NOTIFICATION VERIZON�R 1-800--483-1000 C 0 . 0 0 GRD GRADE CENTER IS 503-232-1987). SHEET 1 OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 U 2 ■ 1 8 • 7 II 6 ■ 5 ■ 4 • 3 al 2 f 1 _ I-1 HILL ARCHITECTS 1750 BLANKENSHIP ROAD SUITE 400 u- " WEST LINN , OREGON 57068 TE1 503 . 305 .8033 FAX 503 . 305 . 8034 BES PUBLIC WORKS GENERAL NOTES: GRADING NOTES: PAVING NOTES: 1. ERRORS AND OMISSIONS ARE THE RESPONSIBILITY OF THE "ENGINEER OF RECORD". IF ERRORS OR OMISSIONS 1. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE CITY 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CITY OF PORTLAND STANDARD CONSTRUCTION ARE FOUND AFTER THE PERMIT HAS BEEN ISSUED, THE PERMITTEE OR ITS CONTRACTOR SHALL CONTACT THE OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS. ALL COMPACTION OF SUBGRADES, ROCK, AND SPECIFICATIONS, AND THE GEOTECHNICAL EVALUATION BY GEODESIGN INC. i ENGINEER OF RECORD (MATT GIBB OF DCI ENGINEERS AT 509-227-5721) TO HAVE THE CORRECTIONS MADE. ALL ASPHALT SHALL BE IN ACCORDANCE WITH THE CITY OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS CHANGES WILL REQUIRE THE APPROVAL OF THE BES CHIEF ENGINEER PRIOR TO THE WORK BEGINNING. AND THE GEOTECHNICAL REPORT. 2. CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES AND THE CITY OF PORTLAND TO OBTAIN r I , D C I NECESSARY LOCATES 48 HOURS BEFORE CONSTRUCTION BEGINS. ■ 1 E n G I n E E R s 2. ALL CONSTRUCTION SHALL CONFORM TO 2010 CITY OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS 2. ALL FINISHED GRADING ELEVATIONS SHALL MATCH EXISTING ELEVATIONS AT THE SITE'S BOUNDARY, (SCS). CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE SET OF APPROVED PLANS AND EXCEPT AS SHOWN OTHERWISE ON THE GRADING PLAN. WHERE CONFLICTS EXIST, THE CONTRACTOR SHALL 3. NO VARIANCE FROM THE SPECIFICATIONS AND NOTES SHALL BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL 921 SW WASHINGTON ST. • SUITE 560 NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR TO PROCEEDING. FROM THE CITY OF PORTLAND. PORTLAND,OREGON 97205 CITY OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS ON THE JOB SITE AT ALL TIMES DURINGPHONE:(503)242-2448 • FAX:(503)242-2449 CONSTRUCTION. WEBSITE: WWW.DCI-ENGINEERS.COM 1 EARTHWORK QUANTITIES HAVE NOT BEEN CALCULATED TO DETERMINE ESTIMATED VOLUMES OF 4. CONCRETE, AGGREGATE BASE, AND ASPHALT MIX DESIGN SHALL BE SUBMITTED BY THE SUPPLIER AND CIVIL / air FtUCT-Li F?AL EXCAVATION AND EMBANKMENT ON THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR CALCULATING THEIR APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY ROAD OR PARKING LOT CONSTRUCTION. ©Copyright 06/2018 D'Amoto Conversano Inc.All Rights Reserved 3. ELEVATIONS ARE BASED ON CITY OF PORTLAND DATUM USING BENCHMARK(S) NO. 3475, ELEVATION 124.92, OWN EARTHWORK QUANTITIES. THE CONTRACTOR MAY WORK WITH THE OWNER TO IDENTIFY ON SITE BORROW MATERIALS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. Thu document, `h' 'and an D' � °""°' whole a LOCATED 6.3' NORTHEAST OF FIRE HYDRANT NEAR NORTHWEST PROPERTY CORNER. m tet.row en° rany re), 1ZZ:�a. SITES OR WASTE SITES. a�M�o a ��.d�.�o�„am,h�,�a7��Y fa C.��o�no�w�,.. 4. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY OREGON UTILITY 5. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A METHOD THAT DOES NOT NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU 4. GRADING: ALL GRADING SHALL BE LIMITED TO THE AREAS IDENTIFIED IN THE GRADING PLAN AND SHALL MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. THE PAVEMENT MARKINGS MI MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING (503) 232-1987. IF YOU HAVE ANY NOT INFRINGE ON ADJACENT OWNERSHIPS. SHALL W BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS. PRO,' QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 6. ALL EXISTING PAVEMENT SHALL BE REMOVED IN THE SECTIONS REQU{RING REMOVAL AND REPLACEMENT. THE U\ 4,N £,� D 5. CUT SLOPES IN SOLID ROCK SHALL NOT EXCEED 1H:1V (HORIZONTAL:VERTICAL), AND SOIL CUT SLOPES EXISTING BASE COURSE MATERIALS IN THESE SECTIONS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MODIFIED $ss 5 !, 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 811 OR SHALL NOT EXCEED 2H:1 V (HORIZONTAL:VERTICAL), EXCEPT AS SHOWN OTHERWISE ON THE PLANS. �` 1-800-332-2344. TEMPORARY SOIL CUT SLOPES SHALL NOT EXCEED 2H:1V. PROCTOR DRY DENSITY AND WITHIN (2) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. ALL �(S COMPACTION SHALL BE DONE IN ACCORDANCE WITH ASTM D-1557. THE NEW PAVEMENT SHALL BE REPLACED TO �`= OREGON 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 GEOTECHNICAL REPORT.A DEPTH OF THE PAVEMENT DETAIL SHOWN ON THESE PLANS. BASE COURSE SHALL MEET REQUIREMENTS IN THE c7 *I'R ' � '` ti ' , 1 13, I- \ 6. ALL SEWER TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT CAVING (HORIZONTAL:VERTICAL), EXCEPT AS SHOWN OTHERWISE ON THE PLANS. '/0N A . S* AS REQUIREDOREGON OCCUPATIONAL SAFETY AND HEALTH (OSHA) AND SECTION 00405.41(F) OF THE CITY OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS. 7. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND OR 7. ASPHALT/CONCRETE PAVING SHALL CONFORM TO PBOT STANDARD SPECIFICATIONS (LATEST EDITION). • HORIZONTAL AUGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF ■ 7. EXCAVATED SEWER TRENCH SPOIL MATERIAL SHALL BE DISPOSED OF AT A PROPER LANDFILL, OR APPLICANT PERFORMING SUCH WORK. 8. BEFORE PLACING THE BASE MATERIAL, THE SURFACE OF THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE 72ND TL SHALL OBTAIN A FILL PERMIT FROM THE BUREAU OF DEVELOPMENT SERVICES BEFORE BEING DISPOSED OF TO THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. AVENUE �� ON-SITE. A COPY OF THE GRADING PERMIT AND PLAN SHALL BE PROVIDED TO THE BUREAU OF ENVIRONMENTAL 8. FORM AND SUBGRADE INSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING THE CONCRETE. 9BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN ASPHALT PAVING LIFTS AND SHALL BE USED PRIOR TO SERVICES FOR CONSTRUCTION INSPECTION AT THE PRE-CONSTRUCTION MEETING. ANY WORK OUTSIDE THE PUBLIC TWENTY-FOUR HOURS NOTICE IS REQUIRED FOR FORM INSPECTION. RIGHT OF WAY, INCLUDING CUTS FILLS GRADING AND CLEARING MAY REQUIRE PERMITS FROM BUREAU OF OVERLAY, (CSS-1H), 50:50 DILUTION, 0.05 GAL/SY TO 0.15 GAL/SY OR AS DIRECTED BY THE ENGINEER. ALL APARTMENTS DEVELOPMENT SERVICES. 9. REFER TO THE GEOTECHNICAL EVALUATION BY GEODESIGN FOR EXISTING SOIL CONDITIONS AND EDGES ABUTTING NEW PAVEMENT SHALL BE TACKED. EARTHWORK RECOMMENDATIONS. 8. UNANTICIPATED CONTAMINATION ENCOUNTERED DURING CONSTRUCTION IN CITY RIGHT OF WAY. 10. ALL PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. TESTS SHALL BE CONDUCTED A) THE APPLICANT IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH PROPER CHARACTERIZATION, 10. ON-SITE GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND ESC PLAN. AT 100 FOOT INTERVALS OR 1 PER 3000 SQUARE FEET FOR EACH LIFT OR AS DIRECTED BY THE ENGINEER. ALL 11720 SW 7 0 IDENTIFICATION ANALYSIS, MANAGEMENT AND DISPOSAL OF CONTAMINATED MEDIA ENCOUNTERED WITHIN THE GRADING ON THIS SITE OR ANY OTHER SITE MUST COMPLY WITH ALL DEVELOPMENT REGULATIONS INCLUDING, TEST REPORTS SHALL BE SUBMITTED TO THE CITY OF PORTLAND PRIOR TO PROOF ROLLS. SINGLE-AXLE 5-TON o CITY RIGHT-OF-WAY OR ON CITY PROPERTY. THE APPLICANT IS ALSO RESPONSIBLE FOR ALL RESULTANT BUT NOT LIMITED TO, GRADING PERMITS, SEPA REVIEW, DESIGNATED DRAINAGEWAYS, ETC. TRUCK PROOF ROLLS MONITORED BY THE CITY OF PORTLAND PRIOR TO PLACEMENT OF ROAD/PARKING LOT BASE DELAYS. AND ASPHALT ARE REQUIRED. CONCRETE AND ASPHALT TESTING SHALL BE AS DIRECTED BY THE CITY OF AVENUE B) THE APPLICANT WILL PROVIDE THE CITY (ENGINEER AND INSPECTORS) WITH COPIES OF ALL DISPOSAL 11. ALL EXISTING PERIPHERAL AREAS CURRENTLY SODDED AND NOT INCLUDED IN THE LANDSCAPE PLAN PORTLAND'S INSPECTOR. PERMITS FROM THE PERMITTED DISPOSAL FACILITY, ANALYTICAL RESULTS USED TO GAIN ACCEPTANCE OF THE SHALL BE RE-SODDED AND IRRIGATION REPAIRED IF DISTURBED BY OTHER WORK IN THAT AREA. CONTAMINATED MEDIA AND DISPOSAL RECEIPTS DAILY WEIGH SUPS. DAILY WEIGH SLIPS AMOUNTS SHALL BE 11. ALL VALVE AND MANHOLE COVERS SHALL BE ADJUSTED TO PAVEMENT GRADE DURING INITIAL CONSTRUCTION. / 12. CONTRACTOR SHALL VERIFY AND MATCH THE EXISTING GRADES. WHERE APPLICABLE GRADES MAY NEED CHECKED AGAINST INSPECTOR'S DAILY REPORTS. THE APPUCANT MUST USE AN OREGON DEPARTMENT OF ADJUSTING TO PROVIDE A POSITIVE DRAINAGE SLOPE. 12. ALL CONCRETE EDGES MUST BE ROUNDED TO A 1/4 INCH RADIUS, EXCEPT WHERE SHOWN OTHERWISE ON T I G A R D, OREGON 9 7 2 3 2 ENVIRONMENTAL QUALITY- APPROVED DISPOSAL FACILITY FOR DISPOSAL OF THE CONTAMINATED MEDIA. DRAWINGS. ALL ASPHALT SHALL BE 1/4 INCH ABOVE CONCRETE EDGES, MANHOLES, AND VALVES. FOR: 72ND AVENUE PROPERTY. LLC 9. FOUNDATION STABILIZATION MAY BE NECESSARY AS PER CITY OF PORTLAND STANDARD CONSTRUCTION 13. TOP OF CURB (T.C.) IS 0.5' ABOVE ACP OR CCP UNLESS OTHERWISE NOTED. • SPECIFICATIONS AND APPROVED BY BES. 13. ALL PHASES OF WORK SHALL BE INSPECTED AND APPROVED BY THE CITY OF PORTLAND. • 14. RIM ELEVATIONS OF UTILITY AND DRAINAGE STRUCTURES SHALL BE INSTALLED SO THAT RIMS MAY BE 10. MAINTAIN MINIMUM OF 36" OF COVER OVER ALL PIPE IN UNPAVED EASEMENT AREAS. ADJUSTED ±0.5' TO MATCH FINISHED GRADE. 14. ALL TRAFFIC CONTROL, IF REQUIRED, SHALL CONFORM TO THE APPLICABLE REGULATIONS SET FORTH IN THE I MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 15. LAYOUT CURB AND SIDEWALK BEFORE SETTING VALVE BOXES AND UTIUTY APPURTENANCES TO ENSURE 11. THE CONTRACTOR SHALL INSTALL MARKER BALLS ON ALL STORM AND SANITARY SEWER MAINLINE PIPE AND THERE IS NO CONFLICT BETWEEN STRUCTURES AND HARD SURFACES. 15. ALL THE OPERATIONS SHALL CONFORM TO THE APPLICABLE REGULATIONS SET FORTH BY ICC AND OSHA. LATERALS. SEE SPECIFICATION SECTION 00446. 16. WET WEATHER CONSTRUCTION AND CONSIDERATIONS SHALL ADHERE TO THE RECOMMENDATIONS IN THE 16. HALF-INCH EXPANSION JOINTS SHALL BE INSTALLED AT PROPERTY UNES; HOWEVER, JOINTS SHALL NOT 12. MARK ENDS OF ALL STUB OUTS AND LATERALS W/CONTINUOUS PRESSURE TREATED 2" X 4". TOP 12' TO BE GEOTECHNICAL REPORT. EXCEED 100 FEET APART. CONTROL JOINTS SHALL BE INSTALLED AT 10 FOOT INTERVALS, HALF STONES ARE NOT PAINTED WHITE AND STENCILED WITH BLACK 'ST' FOR STORM OR PAINTED GREEN AND STENCILED BLACK "SS" FOR ALLOWED. SANITARY AND WITH PIPE SIZE, MATERIAL TYPE, AND PIPE DEPTH. BURY 2" X 4" TO I.E. OF STUB OR LATERAL. 17. EXCAVATOR MUST COMPLY WITH GRS 757-541 TO 757-571 (UTIUTY PRE-NOTOFICATION, ETC.) 17. ASPHALT BINDER SHALL BE PG. 70-22. 13. CITY OF PORTLAND MAINTENANCE OF HOUSE BRANCHES END AT THE CURB LINE IN RIGHTS-OF-WAY AND AT THE END OF THE TEE IN EASEMENTS. 18. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW 14. INSTALL LATERAL CURB MARKERS ON ALL NEW LATERALS PER SPECIFICATION 00446.11. 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. 15. BUREAU OF DEVELOPMENT SERVICES (BDS) PLUMBING DIVISION APPROVALS AND PERMITS ARE REQUIRED FOR PRIVATELY MAINTAINED SEWER, INLETS, INLET LEADS & SERVICE LATERALS CONSTRUCTED OUTSIDE OF PUBLIC 19. FORM AND SUBGRADE INSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING CONCRETE. TWENTY-FOUR RIGHT-OF-WAY OR SEWER EASEMENT. ALL WORK APPROVED UNDER PLUMBING PERMITS SHALL BE PRIVATELY HOURS NOTICE IS REQUIRED FOR FORM INSPECTION. OWNED AND MAINTAINED. I 20. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND/OR HORIZONTAL • 16. STREET RESTORATION SHALL BE PER THE REQUIREMENTS OF THE PBOT STREET OPENING PERMIT. ALIGNMENT, SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. d, m MARK DATE REVISION/ISSUE • • PROJECT NUMBER DRAWN BY CHECKED BY 17042-0032 JAS WL 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. Q Q 0 HILL ARCHITECTS GENERAL NOTES CONTRACTOR NOTE: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT INCLUDING BURIED UTILITIES ARE SHOWN AS ONE-CALL NUMBER INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY VA FOR THE ACCURACY OF THOSE RECORDS AND 8110.01 SEE PUBUC FACILITY SURVEYS. CONTACT THE UTILITY OWNER/AGENCY, IMPROVEMENT PLANS FOR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN IIICALL TWO BUSINESS DAYS WORK IN R.O.W. AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEET 2 OF 12 8 • 7 • 6 I 5 • 4 1 3 • 2 • 1 8 • 7 ■ 6 • 5 ■ 4 ■ 3 ■ 2 • 1 . r-1 .........„......................„ HILL ARCHITECTS 1750 BLANKENSHIP ROAD SUITE 400 11. u WEST LINN, OREGON 97068 TEL 503 . 305 .8033 FAX 503 . 305 . 8034 UTILITY NOTES: SEWER NOTES: WATER NOTES: 1. CONTRACTOR SHALL COORDINATE WITH PORTLAND GENERAL ELECTRIC AND NORTHWEST NATURAL 1. ALL SEWER CONSTRUCTION PROCEDURES AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY 1. WATER LINES 4" AND LARGER SHALL BE DUCTILE IRON, CLASS 350 (AWWA C151 APPROVED) WITH GAS UTILITIES FOR ALL NATURAL GAS AND/OR POWER SERVICE WORK ON THE PROJECT SITE. OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS. RESTRAINED JOINTS AND CEMENT MORTAR LINING PER AWWA C104. FITTINGS SHALL BE AWWA C110 ,r , OR C153 DUCTILE IRON WITH MECHANICAL JOINTS. , 2. CONTRACTOR SHALL COORDINATE WITH COMCAST FOR ALL TELEPHONE/INTERNET SERVICE WORK ON 2. ALL SIDE SEWER LINES SHALL BE 6" AS INDICATED ON THE PLANS. ■ , D c I THE PROJECT SITE. 2. WATERLINES SHALL BE INSTALLED WITH TOP OF PIPE ELEVATIONS 3' BELOW FINISHED GRADE imrii 3. ALL SEWER MAINS AND SERVICE LINES SHALL BE LOCATED TO MEET STATE SEPARATION UNLESS OTHERWISE NOTED. PROVIDE TRENCHING AND BEDDING PER CITY OF PORTLAND STANDARD e n G i n e E R s • 3. RIM ELEVATIONS OF UTIUTY STRUCTURES SHALL BE INSTALLED SO THAT RIM MAY BE ADJUSTED REQUIREMENTS. CONSTRUCTION SPECIFICATIONS. 921 SW WASHINGTON ST. • SUITE 560 ±0.5 FEET TO MATCH FINISHED GRADES. PORTLAND,OREGON 97205 4. ANY SIDE SEWER THAT DOES NOT MAINTAIN A MINIMUM OF 18" COVER AT WATER MAIN 3. GATE VALVES 3" AND LARGER, SHALL BE RESILIENT SEATED, NON-RISING STEM 0-RING SEALS. PHONE:(503)242-2448•FAX:(503)242-2449 4. CONTRACTOR SHALL PLACE MARKING TAPE IN THE EXCAVATION TRENCH AT MID-DEPTH LOCATION CROSSINGS, OR WHERE NE SIDE SEWER MUST CROSS ABOVE THE WATER, SHALL BE SLEEVED WITH VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA WEBSITE: 41M1W.DCI-ENGINEERS.COM FOR ALL UNDERGROUND SIDE SERVICE INSTALLATIONS FOR THE PURPOSE OF ALERTING ANY FUTURE A CONTINUOUS 20' SECTION OF C900 PVC WATER PIPE CENTERED ON THE CROSSING. C509. PROVIDE CAST IRON TWO PIECE SLIDING COVERS FOR ALL VALVES. CIVIL / STR1.1CTUF2AL EXCAVATION IN THE SPECIFIC AREA. ©Copyright 06/2018 D'Ar oto Conversono Inc.All Rights Reserved This document,and the ideas and designs may not be reused,In whole or 5. SANITARY SEWER PIPE SHALL BE PVC ASTM D 3034, SDR 35, OR ASTM F 789 WITH PUSH-ON 4. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502-94 AND THE PORTLAND WATER BUREAU tet.athaat ano In gnnsaon from s.pnato ity for nau D�Moto Convenom Inc.dixla�ms any respanA'hility for its unauthorized un. 5. SEE LANDSCAPE PLANS FOR IRRIGATION SYSTEM. JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477. PROVIDE STANDARD SPECIFICATIONS. ALL HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. TRENCHING AND BEDDING PER CITY OF PORTLAND STANDARDS. 6. SEWER LINES MUST BE LAID 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER 5. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO LU LINES. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 6. SIDE SEWER SERVICES SHALL BE PVC, ASTM 0 3034 SDR 35 WITH FLEXIBLE GASKETED JOINTS. 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, w sa PRO' SIDE SEWER CONNECTIONS SHALL BE MADE BY A TAP ON AN EXISTING MAIN OR WYE BRANCH METAL CORE OR BACKING MARKED WATER, THAT CAN BE DETECTED BY A STANDARD METAL ��tits i NEF,p`AO 7. SEWER LINES CROSSING WATER LINES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE FROM A NEW MAIN CONNECTED ABOVE THE SPRINGUNE OF THE PIPE. DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. 868 ,x, OF 18 INCHES BETWEEN THE OUTSIDE OF THE SEWER AND THE BOTTOM OF THE WATER WITH THE f�� ''" SEWER LINE BELOW THE WATER LINE. IF THIS CANNOT BE ACHIEVED, THE SEWER LINE MUST BE 7. ALL SEWER MAINS SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A LICENSED 6. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR *"� ENCASED 10 FEET ON EACH SIDE OF CROSSING WITH A CONTINUOUS 20 FOOT LENGTH OF C900 PVC ENGINEERING OR SURVEYING FIRM QUALIFIED TO PERFORM SUCH WORK. SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. = OREGON PIPE. 8. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF PORTLAND STANDARD CONSTRUCTION 14$.. N 1 9,P ~ 8. CONTRACTOR TO POTHOLE ALL UTIUTIES AT PROPERTY LINE PRIOR TO CONSTRUCTION. CONTRACTOR SPECIFICATIONS. ALL WATER AND SEWER MAINS AND LINES SHALL MEET STATE SEPARATION 7. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION, CONNECTION POINTS SHALL BE EXPOSED BY 011/ A . cj�\ TO VERIFY DEPTH, SIZE AND MATERIAL OF EACH SERVICE. IF DIFFERENT THAN THE PLANS, THE REQUIREMENTS. THE CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTION OF SHUT-DOWN • CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER OF RECORD. NOTICES. a 9. ALL SEWER PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE 8, AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING 9. SLEEVING: PROVIDE SLEEVING AS REQUIRED UNDER SIDEWALKS, PATHS, CURBING, PAVING, ETC. AS INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC VALVE MUST BE PRESSURE TESTED PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS 7 2ND AV E N U E NEEDED FOR IRRIGATION ACCESS. ALL SLEEVING SHALL BE 4" PVC WITH AT LEAST 12" OF COVER (1) NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED SANITARY SEWER, THAT CAN BE THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE FOOT BELOW FINISHED GRADE. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVING BEFORE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "0" OR APPROVED PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. CURBING, SIDEWALKS, PAVING, ETC. IS INSTALLED. SEE LANDSCAPE PLANS. EQUAL. APARTMENTS 10. UTILITY SEPARATIONS, INCLUDING WATER AND SEWER OR STORM CROSSINGS, SHALL BE !N 9. WHEN FIRE FLOW WILL BE INTERRUPTED, THE CITY OF PORTLAND FIRE DEPARTMENT SHALL BE 10. UTILITY SEPARATIONS, INCLUDING WATER AND SEWER OR STORM CROSSINGS, SHALL BE IN GIVEN 24 HOURS NOTICE OF TIME AND LOCATIONS AFFECTED. ACCORDANCE WITH CITY OF PORTLAND AND CWS STANDARD PLANS. ACCORDANCE WITH CITY OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS. 10. AFTER THE WATER UNES ARE CONSTRUCTED, TESTED, AND APPROVED, THE OWNER MAY APPLY 11720 S 'X/ 72N1D Ca 11. PRIOR TO BACKFILL, ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY 11. PIPE BEDDING SHALL BE IN ACCORDANCE WITH CITY OF PORTLAND STANDARD CONSTRUCTION FOR A WATER METER. a THE CITY OF PORTLAND CONSTRUCTION INSPECTOR. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR SPECIFICATIONS. FROM CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING 11. DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED 75% OF MAXIMUM ALLOWED DEFLECTION, PER AV E N U E AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF PORTLAND 12. ALL SIDE SEWER CONNECTIONS SHALL BE INSTALLED PER CITY OF PORTLAND STANDARD PLANS MANUFACTURER'S RECOMMENDATIONS. FOR THE REQUIRED INSPECTIONS. AND CONSTRUCTION SPECIFICATIONS. 12. THE PORTLAND WATER BUREAU WILL MAKE CONNECTIONS AND DISCONNECTIONS TO EXISTING STORM WATER NOTES: WATER MAINS. CONTRACTOR SHALL PROVIDE ALL MATERIALS FOR CONNECTION, PAY ALL FEES, T I G A R D . OREGON 9 7 2 3 2 1. RIM ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE INSTALLED SO THAT RIMS MAY BE FURNISH ALL MATERIALS, AND INSTALL WATER LINES FROM CONNECTION POINT THROUGH DOUBLE ADJUSTED ±0.5 FEET TO MATCH FINISHED GRADE. CHECK VALVE ASSEMBLY. CONTRACTOR SHALL FURNISH ALL MATERIALS, EXCAVATION, AND BACKFILL. FOR:72ND AVENUE PROPERTY, LLC SEE PORTLAND WATER BUREAU STANDARD SPECIFICATIONS. • 2. STORM SEWER PIPE SHALL BE PVC ASTM 0 3034, SDR 35, OR ASTM F 789 WITH PUSH-ON 13. LOCATION OF EXISTING WATER MAINS AND SERVICES SHOWN ARE APPROXIMATE AND ARE BASED • JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477 UNLESS ON INFORMATION PROVIDED BY THE PORTLAND WATER BUREAU. CONTRACTOR SHALL VERIFY ALL ( � OTHERWISE SPECIFIED IN THESE PLANS. PROVIDE TRENCHING AND BEDDING PER CITY OF PORTLAND STANDARDS. LOCATIONS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT THE INFILTRATION CAPACITY OF 14. NEW WATER LINES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH PORTLAND WATER BUREAU STORM WATER FACILITIES STANDARD CONSTRUCTION SPECIFICATIONS. ca • • co m MARK DATE REVISION/ISSUE • a PROJECT NUMBER DRAWN BY CHECKED BY 17042-0032 JAS RlL 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. HILL ARCHITECTS Q GENERAL NOTES CONTRACTOR NOTE: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT INCLUDING BURIED UTILITIES ARE SHOWN AS ONE-CALL NUMBER INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY 4 SEE PUBLIC FACILITY FOR THE ACCURACY OF THOSE RECORDS AND jr1141 , 811CQe0Z IMPROVEMENT PLANS FOR SURVEYS. CONTACT THE UTILITY OWNER/AGENCY CALL TWO BUSINESS DAYS WORK IN R.O.W. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN M AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEET 3 OF 12 8 • 7 • 6 • 5 • 4 • 3 • 2 a 1 8 • 7 • 6 • 5 • 4 s 3 • 2 s 1 X p-I I. EV-34 ,___ `) I DILL v) REFERENCE NOTES: •N0 PARYI G• I ARCHITECTS >< • I Q SAWCUT ASPHALT PAVEMENT TO NEAT VERTICAL EDGE. 0 ' DEMOLISH AND REMOVE ASPHALT PAVEMENT. 1 7 5 0 BLANKENSHIP ROAD S SUITE 400 u_ I Q DEMOLISH AND REMOVE EXISTING TREE, REFERENCE LANDSCAPE PLANS. u_ W E S T L I N N . OREGON 9 7 0 68 1 I ® DEMOLISH AND REMOVE EXISTING GRAVEL. TEL 503 . 305 . 8033 FAX 503 . 305 . 3034 (/ 1 cf 0 1 0, DEMOLISH AND REMOVE EXISTING CONCRETE STAIRS. X © EXISTING BUILDING TO BE REMOVED. BUILDING REMOVED UNDER DEMOLITION PERMIT. SEE / 4 I ARCHITECTURAL PLANS. __ DCI 0j I LOT 7 N° P 1 () DEMOLISH AND REMOVE EXISTING BRICK. • • Er1Glr'IEERS X LOT 6 I ® DEMOLISH AND REMOVE EXISTING CONCRETE PAVEMENT. 921 SW WASHINGTON ST. • SUITE 560 CA PORTLAND,OREGON 97205 9Q DEMOLISH AND REMOVE EXISTING FENCING. PHONE:(503)242-2448 • FAX:(503)242-2449 X 11 0 /� WEBSITE: WWW.DCI-ENGINEERS.COM 215.19 • 2558. 10 EXISTING OHP TO BE RELOCATED UNDERGROUND. COORDINATE WITH UTILITY PURVEYOR. c1v1t_ 0 s`TFvLi -ruF2AL J ©Copyright 66/2018 D'Amato Conversono Inc All Rights Reserved 1 Thie d°cumenl,and the ke°a end deeigna may no!6e reused,in rhde or -36./9 ` 11 DEMOLISH AND REMOVE EXISTING WATER METER AND SERVICE. COORDINATE WITH TVWD. "°°" •""°°"""'°°"'^"eicn '"°'�'°'°`°^""°^°'"` U'Mgt°C°nce,on°In[-ded°ime any reepnnyp.Kty ep Ile umWhprix,d ufe- X 15 TAX LOT 3100 TAX LOT 3000 12 EXISTING CLEANOUT TO BE DEMOLISHED AND REMOVED. x 2154 'UJ AM11, I ,. CULVERT 10.IE(E)=233.36 PROPERTY LINE it 0 13 EXISTING STREET LIGHT TO BE REMOVED/RELOCATED, COORDINATE WITH UTILITY PURVEYOR. Luco PROFff x 1.Ri:•. k 1f�1 25468 (, ) WOOD FENCE a4T.6 r ��G 1 NF� 4� .' 1�,., , , WRE FE JX,,j9.,N 8804'2+ E 182.5 ..6 747.5 A,t s ��►�- 5 245.41 14 EXISTING ROCK WALL TO BE DEMOLISHED AND REMOVED. ` • J£ n ., T 2415 EV 13" EV 3x12" \ $66 rJ X11 DREMOVE X N ,- �,,,,,,�„� CONCRETE BLOCK 15 EXISTING ELECTRICAL SERVICE TO BE DISCONNECTED. COORDINATE WITH UTILITY PURVEYOR. y , T o. e 7442- WALL OREGON �\ _.12 15 16 a 2414 4 �q �� Z • I ® rJls © 16 EXISTING GAS METER AND SERVICE (NOT SHOWN) TO BE DEMOLISHED AND REMOVED. COORDINATE q R 93, '0 eS 3x6" WITH UTILITY PURVEYOR. li� S* Q i EXIST. RIGHT OF WAY 239$ } N PLk r{{ ,3. .T rfT.6 J I w� S V I ,,,., - 4 i Q CrDEMOLISH AND REMOVE EXISTING CONCRETE WALKWAY. • -x 11 THIS LINE BASED ON SN 30893 BY W/H - I 1 1 y•i' - J>w, ■ L.9 .9 • PACIFIC/� © 24586 24501 / �- I I TfJ+c 23J193 ox l--J E 10 T a OFF£L...MUSI1NG BUILDING /1 1 I 1 1 1 I 1 1 I _f o_ -1 EV-32 743.918 d�E 117 /11 I I I I I II �. 6 CT 8 242.498 sw 7zN UE I I 72ND AVENUE X I' !o P 7 B1 6F£/-244..1 MOM 0 -IGHT OF WAY LINE PER W&H SN 30893 © 1434- f.7f6,Plw '.ER THE CITY OF TIGARD 259.7 ,I I 1 I I 1t 142 2423 O e 2111 " I 11 1 � 2 APARTMENTS 41= } I I 243.6: r,,, ,,,,, rfI.T9 '11.76 f ► ff 7Jf.42 , I 11 41.21 241 C� 1 - 742185 TI55x 1M SURVEYOR'S NOTES• 0, Li 141.07 117.29 FF£L=rf1.7 24 . - 242 09W a • 7 '7( �X W I 21404 286.90 -T`' 241.z 9/)/ a�1•68 244.7 1. BENCHMARK: THE ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM 11 '1 20 SW 12 N D . 253.51 V ) 1 4' SD CULVERT `4`5' ahl 7 241.7 242.2. , V, 0 /) IO IE(E)=23390 ^ �=1f15 �`' FF FL=741, 241.5 244.5 .'5.5•'� FROM A STATIC GPS OBSERVATION AS COMPUTED BY OPUS. '1� I h � (�� 51 a Trl.s T�'7` TAX LOT 2900 /\ I L 14,.6 2. CONTOURS ARE AT ONE-FOOT INTERVALS AND ARE COMPUTER GENERATED. 241.6 1440_ - M 2 .T AVENUE 1 41 ,, 2.16.37 _ 141.262 4 711.59 541 F 1 1.6 '1PI3.81N' 135.9 -�- - ` 3. UNDERGROUND UTILITIES ARE SUBJECT TO ACTUAL FIELD LOCATION. ', f 241.524).8 2(7 4 DE 8" ~- Tu.l GJS / p� 13" 0 I� m� 153►' 136.9 EXISTIN y DE 3X S' ` 24x.6 8446 sue '6.:4 Y.� --.-- X1 241.1 ?41.07 x,44.10. �(r/. X Z 1 2400 9 141.1 2 SI _ ._ u. 4. ALL UTILITIES MAY NOT BE SHOWN. TIGARD . OREGON 9 7 2 3 2 r�� T34d ' 416 T„_,�. DE 20" PROPERTY LINE AN,�9 _ a - 4f _ Y� {JCIO 2J31er 1 _ m o' WIDE DRAiNACEJ d r4a7 rye• 24a.o '-1 240. W1 9 C 5. TREE SPREADS ARE NOT TO SCALE. FOR:72ND AVENUE PROPERTY. LLC 7576E B" VC'(N, 5=170.21" EMENT PER PLAT 'n w TlO.7 239.9 '' t1 47 TAX LOT 3508 I EV-38 7 240.4 :.�•1.,,n.enr -J 6. NO TITLE REPORT WAS PROVIDED THEREFORE ALL EASEMENTS MAY NOT BE ■ • e 739.2 I w 1 - 259.41 259.70 TJ9.0 739.11 739.14 m Q Z SHOWN. 259.16 aT39.16 .T�T9.i! 3 6 I I 253.5 TJ9.18 4 13/9.1! 229. x A ti U I • soca RN 2 0 ° /3.T t/ // / / , 3' r N 10-IN{N)- �,EE1pt'� © LN it To.OUT{5 - ` 2392 �, Z,2 242. 11X I S.li:57 ,fig �B2 yq �l�I� �j 1419nr ti V J O 259.6 2 .10'a M1 B3 .1392.95 �� . ,d� 24266 � VERTICAL DATUM: X 1 LOT 9 d { 1,S.5FJY EXI5T1 G BUILDING 139.. a 141,771Y tiY ti' Ik �; ITER 8 ti IT" NAVD 88 252.39 E�T40.I SW AENUE50 f EASEMENTS 2356 Tay p6 q • • II 236. 739.1 1ryyA }Y6 �� ti� •�', _ A . + m • 1 :25576-3J I `% ® „9.51-W '9Br,,,��/✓/ //.////A!"./ ,///•�' a, (7:'nv a ,• .6 R(iPlI.27w` 7�3 24298W ;X,•.5 - 10' WIDE DRAINAGE EASEMENT PER PLAT. INFORMATION PROVIDED BY 237.2 d //�PLANTER 289.4• V Lg--►-ter `✓G \ ..,, 237.3 .., f / �-?, TJ9.36 a 1.1fV.17 159.77 �! SURVEYOR. c.� �'yt fI1�1 23 C-� _ 219.7 ° 259.55 x It T4P.6 z 1 • tJ3. • S I 3dY7� ,r. a v f 2!861 s . 4° a a s 239 S' . 242.1 z l! w z 1 SJ8.16 Q a d ° d ° 4 .�. 247.2 1429 © TEMPORARY BENCHMARK: U a ° d 15 16 ° °® T°956 ° 4 2J9.69W 241.3nv aiR THE ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM FROM A X ' 'i' j X I © 9 g' TM 1141; 05 '" STAl1C GPS OBSERVATION AS COMPUTED BY OPUS. a11 FFFc=2568 ° ° _ -- - LOT73!.93 f 15459 .T36�'-' � ac4 ° z'9 _ . °E '2- _ ' NOTES 1 15877 " /� ////,// 1 `�`232 J �M 239.56 w PJ9.J7 `a '' •�.- r�r ( ENGINEER'S 2579 WOOD FE Iter --'- f�1� ° r e° -229.se DE 6" �~ t� E .)r' 'r.,,,,. -.--PLAT LINE ,. 239.59 4.47,778771:7D ti s.M► ~ • V r 8.7\ TJ9.o1 .�` i TIAL J 247.4 -11 ad r • _ 286.E �/ - r!, ,•, D DE 2X7" s 6l;0;'2, W 163.` FENCE / 6 1 1. SOME UTILITY INFORMATION WAS ADDED TO THE ORIGINAL SURVEY BASED • 5ryry,41I `ll' r �` A. © ON INFORMATION FROM THE UTILITY PURVEYORS, AND AERIAL IMAGES. SOME 152 Bo •1 DE 6" • ® INFORMATION WAS HAND SKETCHED FROM AERIAL IMAGES AND THEREFORE hL9 0 qF PROPERTY LINE UTILITIES MAY NOT BE ACCURATELY LOCATED. LOCATION OF UTILITIES SHALL i) ' BE VERIFIED BY CONTRACTOR PRIOR CONSTRUCTION. ti° O PI!(N 276.d5' X I I ® _ /7iiiii////// % � �23Ts1 ti4 % TAX LOT 3400 �_`tJ320 j , I 2. REFERENCE GEOTECH REPORT FOR TEST PIT BORING LOGS. Qa e PIG/ � / X C j y LOT 10 I * NOTE: 231.30` I l THIS SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS SOCK RIM=231.49 ARE EXPRESSED OR IMPLIED. THE SURVEY WAS FURNISHED BY OTHERS. 1°C; IN(N) 22979 f n + I 10"WT(S}=229,64 V J CO X� lc, 1 SURVEY PROVIDED BY: X I PIONEER DESIGN GROUP, INC. I 9020 SW WASHINGTON SQUARE ROAD. SUITE 170 a PORTLAND, OR 97223 {444,' PHONE: 503-643-8286 MARK DATE REVISION/ISSUE Up 4 1 BORING LEGEND: • / nX I PROTECT NUMBER DRAWN BY CHECKED BY DEPTH GROUND SURFACE ELEV. 17042-0032 ]AS WL T1 X 11 IV B1 41.5' 239' B2 26.5' 240' "N LD' J B3 41.5' 237' VP ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE �/ 4 - (:v< ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE /\ DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF CI THE ARCHITECT II GRAPHIC/SCALE Q 0 HILL ARCHITECTS X I 20 20 EXISTING SITE SURVEY 4.4 X CONTRACTOR NOTE: ( 04 FEET ) & n , ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO 1 inch = 20 ft. 00 BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR DEMOLITION PLAN � � TO ANY CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT INCLUDING BURIED UTILITIES ARE SHOWN AS ONE-CALL NUMBER INDICATED ON RECORD MAPS AND SURVEYS _ FURNISHED BY OTHERS. WE ASSUME NO LIABILITY SEE PUBLIC FACILITY FOR THE ACCURACY OF THOSE RECORDS AND � 811 C1 . 0 O 0 IMPROVEMENT PLANS FOR SURVEYS. CONTACT THE UTILITY OWNER/AGENCY Ill*FOR THE FINAL LOCATION OF EXISTING UTILITIES IN v CALL TWO BUSINESS DAYS WORK IN R.Q.W. BEFORE YOU DIG AREAS CRITICAL TO CONSTRUCTION. ■ SHEET4 OF 12 8 • 7 • 6 • 5 • 4 • 3 • 2 U 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 imumummom x 1 1-1 ,......._._. x ! 1 x i ` SD CULVERT 0 24700 10" IE(E)=233.3fi 245.90 1 1 I L L ry TOW TOW/TC 240.50 23Z85 ARCHITECTS 1 236.80 ,� TOW 3QTiv TOW '-` u4' ,82.5 RIM 44 5 x REFERENCE NOTES: _ x x x T0W - 1 $ 245.40TC 1 -• 0 O. 175 o BLANKENSHIP ROAD 1 a ' 244.90FS 1 11 " `V PROVIDE NEW CONCRETE CURB PER CITY OF TIGARD STANDARD DRAWING NO. + +t ` � SUITE 400 I T o _ • 238.50 � ,y •99 24558TC N 125, SEE DETAIL 7/C5.10. \ o N --- - ' 2, 5-2i6 . 235.49/ -� . _. FSB.Q� 238 11 FS _ �� 11��. ._ _'� 245.Q8F$ " 2 '�" WEST L I N N OREGON 9 7 O 6 5 ` ;FS F `� V T 238 t 2Q PROVIDE NEW CONCRETE STAIR, SEE LANDSCAPE AND ARCHITECTURAL DETAILS. TEL 503 . 305 .8033 FAX 503 . 305 . 8034 `n �," , 5,68 238, 238.10 235.16 �2 5:39 / FS FS "�I FS /244.1OFS / 246.20TC �iFS Fs \ - _ 245.06 24508 !2L90I 245.70FS� PROVIDE NEW ASPHALT PAVEMENT (PRIVATE), SEE DETAIL 3/C5.00. -1.5X 235.46/'1 1 1�2X 235.86 FS _A FS -' 1. / 2.3X 141 PROVIDE NEW BIDDER DESIGN CONCRETE RETAINING WALL. immilimmun - -FS �5 I F � _ 244.96TC a 245.12 45 246.00 F$ 5 PROVIDE NEW ACCESSIBLE PARKING STALL STRIPING AND SIGNAGE, SEE DETAILr- � - _ OCF 0 `� I I u U TOW/GRA I N 245.54 TC 6/C5.00. = t • DCI W U �" a 235.1 235.26 246.80�. I I r\224455..05:: © Q , E f l G I E'i E E R S D4 1 I 27.191 FS 46 CONTRACTOR SHALL RADIUS CURB DOWN TO FLUSH WITH PAVEMENT, SEE 921 SW WASHINGTON ST. • SUITE 560 234.30FF TOW m 124564 24555TC 245.21 DETAIL 5/C5.00. d I - PORTLAND, OREGON 97205 235.26 FS 7 245.05FS FS N I 246.30 - PHONE:(503)242-2448 • FAX:(503)242-2449 244.10FS 1.5X } I / TC 70 PROVIDE CONCRETE PASS-THROUGH. WEBSITE: www.ocl-ENGINEERs.00M _I� FS ---; Imo° i CIVIL / STRUCTURAL e [] `N' 24 © ® PROVIDE NEW ONSITE CONCRETE SIDEWALK, SEE DETAIL 6/C5.10. ©Copyright 06/2018 D'Amato Converseno Inc.All Rights Reserved 2�80 I 246.25TC Th�document .��. �a ., �,x reused,,.whole m .. � M 1.am ,�. � O'knata Comma.,ha.Mara.,any mspa^wtrany 1a,.t un hanxed use �1C�' $ 24575F5 2q5 TC ® PROVIDE CURB CUT-OUT PER CWS STANDARD 401, SEE DETAIL 1/C520. v x Q / 246.90 1 I3OTC 246 " 246.40FS\ 10 PROVIDE TRENCH UNDER DRAIN, SEE DETAIL 9/C5.00. Eil _ i• -, -- : / 245.80FS RIDGE - -- - `L d PROF " 1 246.62 246.35 - �, Sf j�2 5.58 235.58 I - - - - - - -- 11 TRASH REFUSE ENCLOSURE, SEE ARCHITECTURAL PLANS. ��G I N� F / 4 .1X �,� F,p p FS FS ci i FS FS o 12 PROVIDE NEW CONCRETE PAVEMENT IN TRASH ENCLOSURE, SEE DETAIL 866 5 A i ., , 246.25 TC 246 co '� � t 245.75FS 4/C5.00. - OREGON o I_ 246.80 , l,, j w Cr2' WIDE, 6" DEEP SPILLWAY IN SEPARATION PLANTER WALL q�R 13 (le/ 1 a 4 2 `telLL S* o ``^_u. 235.58 235.41 TOW 1.5X I^ © '"�I 14 PLANTER WALL BLOCK-OUT, SEE STORM WATER PLAN �N A ■ x ' FS �I / FS 244.10FS o ■ f El 1 le. ,!. 1 234.26 ` S FIR-1 FS ® •�' 72ND AVENUE I■/- a 1 Q LL, 1 'f IE 2 .�ii 4 I 245 40TC 1.4X 245.80TC 246.00TC / 11720 SW. 72ND AVENUE - LLI _ .` I / 4�.3U 20 rr �--- 70F� 244 90FS 245 30F$\ 245.5QFS N Q 1 - / } 724545rn574 TC APARTMENTS X o 234.3OFF 244.95FS 24524FS - 245.80 N II 246.80 - RIDGE x / TC o / l TOW �2A f- --- I o 11720 S 72ND cn a 1 �1 \245011\ 244.91 TC \ 2 , .15TC 1.7% 241.62T 24 24586TC o I FS 244.41 FS 244.65FS 2 .12FS 45.36FS =L 234.26 .� I 244.10 AVENUE l� 0 /UN 5 f FS 245,OQ TC X LJ TOW 244.00 /' 1 ® RIM \ 24450 TIGARD , OREGON 97232 lii ;.-- glio_o 243OQFS xTC Q FOR: 72ND AVENUE PROPERTY, LLC ■ " YC (N 1=220.21' 24 ■ l \/ 235.18 4 X ' -"�7 % FS 2h.� I r_.1 1 I leo tri I 1 I� ( 1.5X i I / , .9C8 R u1-233.20 23525 a 0" Ito P. )=231.58 /FS 234.92 244.00 1 0 I 0 1 a 0'' Ol]S)=231.48 / FS TOW I , X I os I 1 242 os .1v �- 23326- csil 10 ar^r;. ,• 23330FF I TOW DO �� 204;00 --� ( 233.26 7_ l� I0 .\'• FS I o 23483 23495 _ v� 4 FS Fs 242.56 XlEfir233.26 233 26 234.70fF 234.92 235.00 24Q 50FS 242.46 TC 242.60 -• sr.L' FS FS TOW _it a 0 23 ! 234.75 234.75 241.96FS 242.93TC 24312 TC 0.9X 233.20 © 234.6 - FS1.OX -_ 241.82 242.51 TC S 242.62FS ■ - 1 -- 5% tl +�1 .� , . .4 ; 242.50 / fS 242 24201FS - 242.43E \ ■ FS .-LI--4- 1 a 1 - / 234.66 4 69 I bt 234.69 I ir' � r % FS - 242.58T0W 242.92TC L~r� -- -� r' 233.13 233.24-� 233.26 �� FS 1 Er, A_ ( , X �, J FS � FS __. __ I Ii 242.40/ a 240.50FS RIDGE X x G X \ . 3.0 U x 234.57 234.67 1 239.00 237.50 FS Q 0 ` i :-__: 2132.59 a?`, FS --_ \ 224423..40500E67/\\ yr i :ryI 5.02 14.1X \ 41.00TOW \242.00 \ 42.00TOW 1 234.601 123 _ Q 41.37FS ,y#r 3.3X 234.40 ® 237.64FS TOW 22 __ .03 TC S �,� 23 .1 233 TC/FS TC/FS F5 RIM © N - 1/11 1 / an LD a - © } �� 25 1 CO X j j N j 4-- --�� N - d- c�i I 242 33TOW I 1 /.!`�' -- - --- - I I `� N `y ; 241.B3FS ``� 232.76 6.1QTOW -CA 232.88 i� RIM 11' 235.18 TOW 13X _3_6.`� l . UD - A FS 4.6X 234,68FS\ 5.60FS\ - - - - - 1 I X 3 ` V - - - - _ - _. � 1 24000 \ MARK DATE REVISEON/ISSUE I . . - - - - 239.00/ • a N •�• SHARED ACCESS EASEM0N10 '21' V4 83.06' TOE mommoomm TOE I ■ PROSECT NUMBER DRAWN BY CHECKED BY 1 \i327� I _ FS 0 I 17042-0032 JAS RJL 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ) I ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE `4EE I 1 DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF a . % yl GRAPHIC SCALE THE ARCHITECT x B p HILL ARCHITECTS - 10 0 5 10 ..I- - x x GRADING PLAN 1 0 1 CONTRACTOR NOTE: ( IN FEET 1 PLL EXISTING UTILITIES SHOWN ON PLANS ARE TO 1 inch = 10 ft. EE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR 1) ANY CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT It CLUDING BURIED UTILITIES ARE SHOWN AS LD 11 SDCB RIM=231.49 II'DICATED ON RECORD MAPS AND SURVEYS ONE-CALL NUMBER X �. 10" IN(N)=229.79 FURNISHED BY OTHERS. WE ASSUME NO LIABILITY e SEE PUBLIC FACILITY FOR THE ACCURACY OF THOSE RECORDS AND H1IMPROVEMENT PLANS FOR SURVEYS. CONTACT THE UTILITY OWNER/AGENCY IIICALL Two BUSINESS oars C1 .1O WORK IN R.O.W. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEET 5 OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 _ x , I I pig x I I x r1 SD CULVERT " PVC HILL 10" IE(E)-233.36 �AD1 0 �0.� 4"IE - 236.82 N 32.3 L.F. 7/1 4"IE - 236.76 I N 88°04'21" E 182. 7' - - ARCHITECTS x - I x l / -, x _ ,_ I - - E' CV f 1750 B L A N K E N S H I P ROAD laMH244.90 E T �__ ,0 ill mime � " SUITE 400 T� a _ SD / 7 4IE'GYIT(S} 4. 65 SCHEDULE OF STORM DRAIN STRUCTURES >r WEST LINN , OREGON 97068 ,,, I I� CB/AD# RIM ELEV. I.E. (N) I.E. (S) I.E. (W) I.E. (E) DEPTH TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 2441F5 ® /4,4 #CBI 244.901 243.65 3.25' -� E, 0 I ‘• - �I, 1 J ' - BF #CB2 244.70± 243.07 242.36 Noommemil 1 1 1N �] BF C63 233.01± 230.68 231.89 DCI- l I 1 ,.�,,.1J �I d I� L'il #C64 244.00± 242.00 4.00 . 1CTI #AD1 237.85E 237.15 2.03 ■ I ■ EI"1GIr1EERS I 2' IMDE; 1 TALL BLOCK 244.1FS 921 SW WASHINGTON ST. • SUITE 560 OUT IN WALL, #AD2 245.10± 241.60 241,10 4.00 PORTLAND,OREGON 97205 I 1j/ I ' BOTTOW �V = '2 1 7 Ewa( OUT IN WALL A 245.10± 241.60241.10 4.00' PHONE:(503)242-2448 • FAX:(503)242-2449 ;_, TOI° ELEV. = 245.1 6 " # D3 WEBSITE: WWW.DCI-ENGINEERS.COM FCR 4 PERF. LINE - i- I J TCS° GIS WALL = 2468 N #AD4 244.00± 240.50 240.00 4.00' CIVIL / STRUCTURAL a Ell I C' ,I Copyright 06/2018 D'Amato Converoono Int M Rights Reserved #A,02 * 4" IE - 236.47 1 #AD5 243.50± 240.00 239.50 4.00' The document,anti the Meas and deal ns may not be reused..whale or '�n port,n;hoot rrnf•n pe�rwron lrWn a"nala Com+•rsann lnc. Dato Canxreorw Ins.dixlama orry mponuhdily!a i6 unaukhwrsed uea • I #AD6 238.50± 234.50 235.00 4.00' LU IV1 Ix ii' w P Ir ❑ - - ,�0,4 PROF 1111 r I o 4.5.1--g10/61'0 " PVC o �`� 0. )i)I NEF� /� A I ' C .5=0010 t � �`` 866 5i, 1 f-,,, � 0 58 LF. r � 11) C17. ) 1 I 244.1FS - : L� O *q OREGON ti - - 1 i� z S=0.010 1 ROy 13, `1°.‘ N +� >ulp . : . - _I 66 LF �N c3* ■ W ❑ C3 0 > li . . , ___ I < ' I - 4'[ iE23C1L Jr Lbw d4" IE IN(N) - 24307 REFERENCE NOTES: 72ND AVENUE D 0�3� `_ 6"IE IXl75} - 24236 CV I I O Q 1Q PROVIDE NEW 12" AREA DRAIN, SEE DETAIL 8/C5.00 _ _ " APARTMENTS �_. 6 STM INSTALL ADS BAYFILTER CATCH BASIN PER DETAIL 00 z 1 `°� E • , ADI 244.1FS cp _ __ ,�=0.010 1 � 2 L 7/C5. 1 �7 W 72ND 7Q ' _ , - _ " PROVIDE 6" DROP CONNECON CLEAN OUT. SEE DETAIL 1/C5.00 © 1112 Q S r 2 N D 4 - I 11 293 6"IE 23602 6" IE OIUT(W} - 24 00� / ® PROVIDE 4" DROP CONNECTION CLEAN OUT. SEE DETAIL 1/C5.00 AVENUE - , 4"IE�3608 - f 0 PROVIDE CLEANOUT TO GRADE PER CWS STANDARD DRAWING 500, SEE DETAIL I 5 _ - " DRAINAGE EASEMENT / cO / TIGARD . OREGON 97232 L. _ _ \ a 6 PVC ��, / ® PROVIDE NEW FLOW THROUGH PLANTER PER CWS STANDARD DRAWING 794, SEE IN \ ( S=0.O1 DETAIL 3/C5.20. FOR: 72ND AVENUE PROPERTY, LLC ft! ■ ____--Lt. ')-22021' I 0 I �I--�� /� 7 PROVIDE RIP-RAP PER CWS STANDARD DRAWING 770, (0.5'0 x 3'W x 4'L, TYP). AT ■ / #AD4 1 4:�t 2,35.d8 \---_. / / ALL INLET LOCATIONS. I A #AD5 d I 6IE 23.5.84 i/ �p i x 1 -1 q' 4" IE 235.84 i •� ® PROVIDE STREET SIDE LIDA PLANTER SIMILAR TO CWS STANDARD DRAWING 795.1, SEE I ,.- I a 6_43(---- "IE 23576 i DETAIL 4/C5.20. I `+ --1 l DCB =233.20 I (// / i 6"1 1J PROVIDE NEW STEEL CATCH BASIN PER DETAIL 1O/C5.00 0" IN P J=231.58 7 I 6" PVC � 34.5 LF. I _ 0., OL 1.S)=231.48 I `SD S3 L.F. 6" 24 � ---�, ❑I � 33 L.F. IE - 237.85 U - " F___. 4 CO RIM - 240.54 / a I 4 5 •I - 1).. . 4" IE INCE} - 23800 I v 6" PVC 4"IE OUT(W} -- 23714 I s 1 5=0.124 I © I 1242354" IE - 24060 J 1 203 LE j, c RIM - 239.54 6"DIP �\f,o, -- 6" IE - 234.27 �: 6" IE 230.99 I I I 1 4" a 10" IE 23082 �I P I IE INCE} - 237.04 6 =0.00 w !D . C; E 4"IE OUT(W} - 23520 \ 11.25 LF. 6 PIC' ■ I �_ - - wl- , "1AD6 4" IE - 240.60Q 0465 /*IN ■ I 1 , . , , P i - - 1 \W - -� WII135 LF. 4- 6"Df'P CL52 I ` & X i ° i/ 6" !E - 23519 1. xG 5=0.005 IOIOIti� __ _�,,, 4-Pier. 0...) C01 . �. ;< ----- / 1 X0.21 , 237. 51 2405F5 8 /186 LF X � � I X kL, � I116 LF ' ® � I � //4 ;_ 1/ -- _ - , i 6" IE - 233.67 1NV. • I _ i DRAINAGE EASEMENT SIJ ANG \ ,�,� Q 0 I _ = � ~1_ _ - _ _w w N4ii 10101 p. _ _ - 4" IE - 232.16 �' " 1t - 1 - - " 6 PVC 6 PVC " / ^u, x " o 6 CROWV 231.62 _ �O • - _ " 6 PVC to 6 IE 234 63 - S-1�405 m " ad - - 6"IE 23063 6-DIP GL52 S=0.0105 0 64.8 LF. J CO // X0.124 ao 10 IE 230.46 .5-0.005 CO • • 29.5 L.F.' - / 8 1E 23063 60 LF, 20 LE s� 5� �n � - - S4 - - Q i 8" IE 23045 ` - 7 SD 31-2- I SD 6"IE-SD-- 232.60 INV. / 1 IE 230 37 0 / II _ � " /� •1 Sp 6 1 - 1.35 1 + _ I S[I 1,,,p / / SD CC I SD _Sp - E 23 r O jKDL -\ \ + MARK DATE REVISION/ISSUE EXIST 10" SD - :� �� -N\ - ._ 6"PVC s=0.0150 1.�`• -- N-) - 88°Q4'21" W 183A.06 6" P� SD QR055J'NG ■ r " P 4" IE(N} - 231.11 �4 0465 s.00465 6" IE - 232.93 I ■ PROJECT NUMBER DRAWN BY CHECKED BY I " "1E RIM6 PVC CB#.3 87 DIP- CL52 5=0.0 6"IEEE) 231.02 ,�54 LF. 21.4 LF. 6 CROWN 231.82 } 17042 0032 ]As wL X10 005 RIM - 233.01 �0. 8 IE(W) - 230.94 NENINE 6" IE 231.99 6.5 LF 6" IE IN(S} - 231.89 60 LF 35 LF. } 1- 6" IE OUT(N) - 23068I- -- - __ __ l I� ` I e . 4; 1- 226.85' 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE I ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED.USED OP.DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF T I a � GRAPHIC SCALE Q THE ARCHITECT X o HILL ARCHITECTS 10 0 5 10 STORM WATER PLAN I I I CONTRACTOR NOTE: I 1 ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO Iiiiinii" 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 1 (---- 10" IN(N)=229.79 FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND WI C1 .20 SEE PUBLIC FACILITY C1e IMPROVEMENT PLANS FOR SURVEYS. CONTACT THE UTILITY OWNER/AGENCY ' cast TWO BUSINESS DAYS WORK IN R.O.W. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN • BEFORE YOU DIG AREAS CRITICAL TO CONSTRUCTION. SHEET 6 OF 12 8 • 7 • 6 • 5 • 4 • 3 ■ 2 • 1 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 x� , 1-1 _ \ 1 x i Y r x I IIli SD CULVERT >G h 10" IE(E)=233.36 I-IILL '� N U) ---_ © Q �_ - ARCHITECTS I N 88°04'21" E 182.57' x x " ' – – �. – , – 2 k s l x 1750 BLANKENSHIP ROAD O ��- \ a' s 1 T O ' T i s_.. ._ .. .. . -- SQ F I ��- SUITE 400 LL LD o "- WEST LINN . OREGON 97068 w - TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 I SS a � y - - l J . I L-7—'..; ' \ DCI I I 1 , i___ __________, . .. , .„ m I Q ! I I l x \, �' • WV -1 �. • EnGinEERS [XI '= I 921 SW WASHINGTON ST. • SUITE 560 ,I I PORTLAND, OREGON 97205 �I I _ PHONE:(503)242-2448 • FAX(503)242-2449 a J f _ u, WW I WEBSITE: N.DCI-ENGINEERS.COM CO ' 1.\/1 I— / ST.RIiGTURAL >G iiiiikH i * ---- � } , I ®Copyright 06/201611'Amalo Conversano Inc.All Rights Reserved 4 I - - I - The document.and the.daoe and dem9ne moY.wl a rowed n.hole ov Up MI pori,document. rntt th Penne an trom U'Amcle 1 be reined o'Mnalo Camenono rno,d',sUa,mo ony reoyoneib IiIy toe',I.erwethodzed use, x - b \ --. REFERENCE NOTES: �I `�� , ��`��D IPS�fFssi Xa 0 1Q PROVIDE NEW PRIMARY ELECTRICAL SERVICE TO TRANSFORMER AND METERS, 866As 06 (APPROXIMATE LOCATION) COORDINATE WITH UTILITY PURVEYOR. v -- w 2 r PROVIDE NEW TELECOMMUNICATION SERVICE (APPROXIMATE LOCATION). -Q *tOREGON<, \~ COORDINATE WITH UTILITY PURVEYOR. 9� CH 13, ti�- � A S - - 'CV 0 PROVIDE NEW 6" SANITARY SEWER SERVICE. LENGTH AND SLOPE PER PLAN. ON ' U) U.) X I _ __- - 0 ® PROVIDE NEW CLEANOUT PER CWS STANDARD DETAIL 500, SEE DETAIL I s CLING o f, 2/C5.20 LL, 1.1 IE~CE)=2 .3.. I 5 ' CONNECT TO EXISTING SANITARY MAIN. 72ND AVE N U E LiJZ 4 0 Q PROVIDE 4" DUCTILE IRON PIPE APARTMENTS 0 a _ - - ,.>G Q I x 7' Q PROVIDE 4" DOUBLE CHECK DETECTOR ASSEMBLY WITH TRAFFIC RATED LID _ - - I PER TWD DETAIL BF-200, SEE DETAIL 5/C5.30 ,� 0 117� a S 72ND = - 7 -._ ® PROVIDE 3" DOMESTIC SERVICE WATER METER WITH PEDESTRIAN RATED LID - - / - PER TVWD DETAIL 703C, SEE DETAIL 2/C5.30. (PRIVATE AFTER METER) �dl W7 - AVENUE U} x _ - Q INSTALL 6" GV PER TVWD DETAIL 3, SEE DETAIL 4/C5.30 (J) x Q I I _ J` - - 1O INSTALL 3" GV PER TVWD DETAIL 3, SEE DETAIL 4/C5.30 T I G A R L) , OREGON 9 7 2 3 2 Z y - / - - / 11 INSTALL 3" DOMESTIC SERVICE BACKFLOW ASSEMBLY WITH PEDESTRIAN FOR: 72ND AVENUE PROPERTY, LLC CD cNi _ 3 _— \ a / B" nVc (N 107 .21 I \ �� / f' RATED LID PER TVWD DETAIL BF-100, SEE DETAIL 3/G5.30 • ■ - 1-,__ 1 / 12 PROVIDE APPLICABLE PHONE/POWER CONDUIT FROM FIRE RISER TO VAULT. I I c) x / // 13 PROVIDE HOT TAP ON EXISTING 12" DIP WATER LINE PER TVWD DETAIL 8, / o / SEE DETAIL 6/C5.30 q ,. --i--- + , DCB � _233.20 I ( // // 14 PROVIDE FIRE HYDRANT PER TVWD DETAIL 101, SEE DETAIL 7/C5.30. o ,r IN II =231.58 I \ &"IE 22004 o ' 0" 01 5)-231.45 fIRE SPRINKLER R4C�4! - I S- 15 PROVIDE 1" GATE VALVE. 8" IE - 219.96 I: PVC : ©�6" IE - 22, 34 /J 16 PROVIDE 1" TYPE K COPPER SERVICE. (PRIVATE IRRIGATION) (1171) X0054 _ _..� ■ I 66 LF.' '— POINT OF IRRIGAWN / - a I. SS I � 'r PPOINT OF DDOVE-577CCANNECAAV. .SEE CANNECAA'V SEE / \ v-) o 17 I OPTIONAL 1" METER, COORDINATE WITH OWNER. (f) _ "---__ruPLUMBING PLANS LANDSCAPE PLANS -- - - so 1$ PROVIDE 1" DOUBLE CHECK ASSEMBLY PER TVWD DETAIL BF-101, SEE UL7 I L " WATET - - I DETAIL 1/C5.30 \)\ :z, PAINT OF f]RE XID r�l CONNECTION SEE I a f� l�� - . + J IIS - 19 PROVIDE 1" SERVICE SADDLE. v�' �� - PLUMBING/PRE It ■ — I a+� �� -- - -W „r - - , PROTEC7IGYV PIL,�INS / © PROVIDE WALL MOUNTED FIRE DEPARTMENT CONNECTION. S t -I-rero�w F- VAl S I — L_ — — { I C0 = // �O / QQ PROVIDE NEW UNDERGROUND ELECTRICAL SERVICE (APPROXIMATE 1 - l - 11111111.II I!- - _ „ I ■ _ i \ --- LOCATION), COORDINATE WITH UTILITY PURVEYOR. ® — _r \ � ,� X XCi - -- XG 6DIP II - ,r xxo: I -.T / / PELIC I 1 * _*Ai OM I- _ - - - - - - - - - / / 11// Q EXIST. DOMESTIC WATER METER TO BE ABANDONED. +u r 19 LF _ - - - � ID IDA-- I 0 • - / 1 ©3 EXIST. SANITARY SERVICE - REMOVE CLEAN-OUT AND CAP LINE. I N rr� � � w — —w J ,/ i. \ 1 ' w — — W,— II - . - _ Q o / m I r� ad• 1 % ~ A / V v f / / / / J / 4 DIP PRII/ATE x 13 saP (Pueuc) — - - . �n 5L�- - -- -- / l V LF. 6" X 4"147141- i U – SE -- — — f i S� // . / ' ,, 513 j / I ) — �r/ 0 . —... .—... �. MARK DATE REVISION/ISSUE �y T J// /\ ) DSI. 36" WA . i - ! - • g EXIST. 2" WATER S 88'04'21" W 183.06' PROTECT NUMBER DRAWN BY CHECKED BY T�� I . I A I I 17042-0032 MS R3L -),/ _ _ — — — _ _ _ _ _ _ \ -- — -- -- -- -- — / .41111\\ i 0 } x _ - - - -- -- — — /0" PVC (W, tL22F7.8.7 v ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE I I I ORIGINAL AND UNPUBLISHED WORK OE THE ARCHITECT AND MAY NOT BE `r` I I DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF � � 1414 ,y THE ARCHITECT 4 GRAPHIC SCALE a o HILL ARCHITECTS x — — _ — I� 10 0 5 10 4//c\ x1m7=71 UTILITY PLAN I QI CONTRACTOR NOTE: ( IN FEET ) _ - I ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO 1 inch = 10 ft. - BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO AN11 CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT LD INCLUDING BURIED UTILITIES ARE SHOWN AS ❑ SDCB RIM=231.49 INDICAT=D ON RECORD MAPS AND SURVEYS ONE-CALL NUMBER >G i 10" IN(N)=229.79 FURNISHED BY OTHERS. WE ASSUME NO LIABILITY SEE PUBLIC FACILITY FOR THE ACCURACY OF THOSE RECORDS AND {S ' 81 I C1 .30 2J O SURVEYS. CONTACT THE UTILITY OWNER/AGENCY IMPROVEMENT PLANS FOR 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 7 OF 12 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 8 ■ 7 ■ 6 ■ 5 ■ 4 IN 3 ■ 2 ■ 1 4" CLASS 1/2" HMA PER ODOT BLUE BACK- i ' 1,4-::;` '; 7, STANDARD SPECIFICATIONS � .,: syr K. GROUND WI 7 57 12" �i� � v ELM. it 3" OF 3/4" MINUS CRUSHED ROCK - WHITE �� " " a#g,I a1� /ao�I a/ /a•� 12" CRUSHED SURFACING TOP _ SYMBOL & 8 X4 CLEANOUT LETTERING FINISH •,•`•v i•w••••O• COURSE (1-1/2") PER ODOT STANDARD HILL SURFACE CAST IRON w /ate. Ian. Ia/, /ao> /a RETE 1" WHITE LETTERS \ 0 __Aka.�� SPECIFICATIONS • COMPACTED SUBGRADE 95% In I W/ STD. WORDING ARCHITECTS p, ppp414114*A.S). MODIFIED PROCTOR MAX. DRY PER HANDICAP a _ — CODE REQ,MNTS DENSITY (ASTM D1557) 1750 BLANKENSHIP ROAD • ACCESSIBLE t "VAN ACCESSIBLE" SIGN SUITE 4 0 0 ,_ PUBLIC ASPHALT/CONCRETE PAVEMENT SECTION BELOW INTERNATIONAL u_ WEST L I NN OREGON 9 7 0 6 8 WATERTIGHT 45' BEND SCALE : NTS411 SYMBOL WHEN REQUIRED TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 CAP 3.5" CLASS 1/2" HMA PER ODOT in - 2" 0 STL 4" MINIMUM STANDARD SPECIFICATIONS _ 2' POST RISER TO 7-7 �� Firw. iL:_i 2" OF 3/4" MINUS CRUSHED ROCK CENTERED ON SURFACE ill HDCP. STALL immenommo j�Ian /avow Ia��Lap 8" CRUSHED SURFACING TOP COURSE 4 W (1-1/2") PER ODOT STANDARD Ia. Ian ° s a �f,��rI.� SPECIFICATIONS WYE PIPE 51ZE rUM= D C I ■ -• PER PLAN ,4COMPACTED SUBGRADE 95% `� ■ E 1�1 G 1 1`1 E E R S ' ' *' *\ '"n MODIFIED PROCTOR MAX. DRY 4`;o . 921 SW WASHINGTON ST. • SUITE 560 DENSITY (ASTM D1557) HANDICAP SIGN GRID LINES 4" O.C. EACH PORTLAND, OREGON 97205 11 1 I YOUT PHONE:(503)242-2448 . FAX:(503)242-2449 7----NIPE SIZE COMING PIPE PRIVATE ASPHALT CONCRETE PAVEMENT SECTION i WAY (GRID No° ORBEAPANTED) WEBSITE: NIWW.DCI-ENGINEERS CIVIL / STFLJTtJF2AL 41) 1 ©Copyright 06/2018 D'Arnato Conversano Inc.AI Rights Reserved SCALE . NTS i if Ai 1 _ __ _ I This docmanl.and Me deon and designs moy not bo rouutl.in Wple .n port,etMut ertten pwmiesron Pram O'/nnlo Conrerun^Inc. U'Mwto Canon ono Inc.diacloim•,any reeponnibility ton to onauttori[od no SEWER PIPE LENGTH - IIii TO RI • 6" CONCRETE SLAB CONCRETE SHALL " Lu • . • CONFORM TO ODOT STANDARD ; 4 WIDE WHITE PAINTED � PROFSJ, • a - HANDICAP I STRIPE 2 COATS \`� SND 1 NEE �O I, SPECIFICATIONS14 I 4 , SYMBOL r „ , J�a�� `�a� `�a� `�a�} `�a - 2 of 3/4 MINUS CRUSHED ROCK "r WHITE PAINT STRIPE (TYP) � �' ,866(5 �/� 45' BEND .� .�w �� " " �F�( � r r � , 6 CRUSHED SURFACING (1-1/2 } ___ � 11 /� Ia�••a�.,a, /a BASE COURSE PER ODOT .-1,44,,..,„ ,..„,,,,,./A OREGON ry • I !��I STANDARD SPECIFICATIONS '� BLUE PAINTED SOLID q 1901 13,10 SEWER WYE :�� e��'��'��'�/��' '�/��y\,\/\��2 ' t BACKGROUND — 2 COATS ''`ON A �' PIPE , ��i�/\/�/�i\` � ��/iyi�\�/i��/��; �_ 12"!> /�\/.!.!/!/.!/.\!�G�!/�\! !%�!� \!.\!\Y COMPACTED ; • SUBGRADE b 1 1,1 - 4' ® HANDICAP STALL — d CONCRETE PAVEMENT SECTION N 72ND AVENUE SCALE : NTS 0---- - CAP OR PIPE CONNECTION, A.P ART M E N T S PER PLAN CONCRETE CURB 10' ''''' ----1--- 15' MIN (TYP) 411111111111ftimummummip, INSTALL RADIUS 8' MIN (VAN 0 ON CURB END ACCESSIBLE) 11720 Sw 72ND 4411* AVENUE DROP CONNECTION CLEAN OUT0 END OF CURB ADA STALL SIGNAGE AND STRIPING DETAIL 6 T I G A R D , OREGON 9 7 2 3 2 SCALE : NTS SCALE : NTS 4i) SCALE : NTS FOR: 72ND AVENUE PROPERTY. LLC • ■ LIGHT DUTY CAST IRON GRATE I I W RIM ELEVATION LI SEE PLAN AST IN PLACE 14"1STS I PIPE INVERT CONCRETE COLLAR Z W _ STANDARD GRATED INLET 61 25" TO MEET H2O IF a w `/ APPLICABLE I o U 0 Z d ? SEE PLAN 32' 26" - I I OR WATER TIGHT STEEL e N Zit TRAFFIC RATED SOLID , - a COVER PER PLAN 1. '.___,L— E " �—� : _• .� . 4 s0 :8.25" I I I f = S_RIM PER _ cv (1) OIL TRAP WITH i PLAN " ;- '' ';'" , ' C� - ��C n� W 3 '� CLEANOUT PLUG l�.l •. ,;,,,..,:,,;::::v,,,'.•;*;:,, ;'';'; o— .,.I `'' X ' X X X. a< L I 12" �' CAULK FITTING WATERTIGHT ' TO CAULKING HUB I �I� 'z ;-: ", I, ,r , I 220 ;fill �, , it 4 35' I 32" — Q 01 �� i SPIPE INVERT • : : ,,�; loo jj° �1 X X l 1 o w NOTES: Z xcD PER PLAN fl . 3t. • A. CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL 1 L�a I I X• •X• w " WITH ALL JOINTS WELDED. CATCH BASIN CAN BE ROUND OR cV - ■ ■ BAYFILTER CBF o SQUARE. NYLOPLAST BASINS WITH ENVIROHOOD STRUCTURE MAY BE '-•.. i _ SUBSTITUTED. N 028" 'S B. CAULK PIPE TO CAULKING HUB. OIL TRAP WITH SOLID COVER GRATE INLET a C.) SET CATCH BASIN ON 6" THICK COMPACTED CRUSHED ROCK BASE. CLEANOUT PLAN VIEW D.) BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. ,, 24" -k a tt o� w o NOTES w 12" AREA DRAIN 8 A.) CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL BAYFILTER .JwUI Le 8 H on CBF-1 W� N2 55 SCALE : NTS WITH ALL JOINTS WELDED. NYLOPLAST BASINS WITH ENVIROHOOD m 0 � wa TRAP STRUCTURE MAY BE SUBSTITUTED. PROJECT >0 1O' w l BAYFILTER OUTLET PIPE i LOCATION Qp a 12" HEAVY-DUTY ZURN ZFV812 OR B.) STEEL OIL TRAP CLEANOUT TO BE PLUGGED OR HINGED ACCESS. 0 WATER QUALITY FLOW 0.025 Cfs Y/}Z z- F i` EQUAL - TRENCH NO. 2002N AIR RELEASE VALVE I DRAINAGE AREA p �x °" i i POLYMER O , I CARTRIDGE DESIGN FLOW RATE 11.25 GPM SOLID COVER GRATE INLET GRATE INLET QI w a x u C.) CALK PIPE TO CALKING HUB. o I #BAYFILTER CARTRIDGES 1 W F ¢ o o ■ SEAL "�" OUTLET CHAMBER TREATED SEDIMENT CAPACITY 175 LBS J.. ="o �' <: o y �I 4" D.} SET CATCH BASIN ON 6" THICK COMPACTED CRUSHED ROCK BASE. �, �� / ce, ei eS / ��, �/ 0 / r �`� { THICK NI ARK DATE REVISION/ISSUE INLET ��, �� / ��, �� e�� / ��■ T �� I 04" o DRAINAGE " ' / / V A 'A , 14 THE BAYFILTER STORMWATER MANAGEMENT SYSTEM IS , • CONCRETEMMIMEIMEM / / A STORMWATER FILTRATION DEVICE DESIGNED TO 28" I 28" f : r ��4' a (MIN } E.) BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. MATERIAL , v / V A. / r, I r 5., _ 28" oX . .■ e•" ■ , ■�� r�■ �� r�� REMOVE FINE SEDIMENTS,HEAVY METALS,AND I L ` / 5" O H •_ d 4 • . ■ PROIECT NUMBER DRAWN AY CHECKED BY ' '•' 'i` 'i' 'i' / �i' FLOW PHOSPORUS,THE BAYFILTER SYSTEM RELIES ON A I UTLET a N e MEpIA .� / �, �• 1� / „ 45" a a v v v e 2 V 17042-0032 AS R]L SPIRAL '•' / ''' ''' `•' / L•' CONTROL SPIRAL WOUND MEDIA FILTER CARTRIDGE WITH I ` v A / �•, �•i �•i / •, 11 1•liIIIII■IIIIIIIIIIIII Z r; A-.tw�.� ! .tr : . i ra♦416.7` • • • • / : ORIFICE APPROXIMATELY 45 SQUARE FEET OF FILTRATION AREA. 3 i" CZ q • • ► ♦ ♦ OPTIONAL _ wy D v o w 9 OUTLET '•� , �•4 '•� '•� / '•� THE FILTER CARTRIDGES REMOVE POLLUTANTS FROM _ PJ3• w o _ • / „ A „ e, / „ / " 3" INLET _ I " �� ' / �•� r•� / rE, / r•� RUNOFF BY FILTRATION(INTERCEPTION/ATTACHMENT) o hr' w I ' - ~ '4 II 2 COMPAC I GD DRAINAGE 1 / / ; DRAT STUBS "DRAIN cn a W I I�, , „ AND ADSDRPTSON. 17" 1— MATERIAL �; / ! �•; �s / y. �,� INLET I DOWN DOWN g rw -� ' 4 ,_..r -1 / ,. .. / 0 PLATE `OUTLET Y 2 z H4 ' = I I-..�._i * CRUSHED MATERIALSTEEL CATCH BASIN 10 A / „ / F % 'Ae. TOPCOURSE e, e, / e, e, F. / s, �d m � 4 � .� / = i r� f, FILTER 31' 25" - 30' y a, -7,— • - SCALE NTS .•iM ;i LEG 56 25" e w= I , ( get A. OM 4 ~~ A �~ I I N 1 S ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE •� ? • .•' -s-� m w I l I 1_ ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT RE COLLEC ON I—I I 1 _ III—� I 1—III—I i ' COMPACTED DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF P •..:KIK: .•.. .:Kit.".. ........... •:::::::::::: .p;.}:•}:•}:•:•:•:•:• ARCHITECT }::•::•}:• ::::::::::: THE,.;.:... .." MANIFOLD SECTION A-A __� I—I_ SUBGRADE �, SECTION B-B og SECTION A—A Q O I-IILLARCHETECTS r SHEET --- OF --- DETAILS TRENCH UNDER-DRAIN s CONTRACTOR NOTE: SCALE : NTS ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED ADS - BAYFILTER HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. UNDERGROUND SERVICE ALERT SCALEfil) ALL EXISTING FEATURES INCLUDING BURIED UTIUTIES ARE ONE—CALL NUMBER SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE } .I/\ 811 SEE PUBLIC FACILITY ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE C5 . 00 IMPROVEMENT PLANS FOR UTILITY OWNER AGENCY FOR THE FINAL LOCATION OF EXISTING ' WORK IN R.O.W. / CALL TWO BUSINESS DAYS UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG • SHEET 3 OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 01 CLEAN WATER .10 P NOTES: E SERVICES EROSION PREVENTION /'P WIN 1 Hlfl AMU EXISTING3D BY 3' MIN AT 1. �"�'� PLANNING NDCMENT CONTROL AND DESIGN MANUAL. ck, 0 ANGLE FILTER FABRIC FENCE TO 1. WASWOUT FACILITIES SHALL BE `P BOTTOM OF FA- t-'S 5 / Sp. ASSURE SOIL IS TRAPPED MAINTAINED TO PROVIDE ADEQUATE HII=11111 �I1i11, 1111 11111']1 WASHOUT TO t--•11111 CONTAIN 90, ,C,G : . *. HOLDING CAPACITY WITH A MINIMUM HILL`S�`a �oO :Q: . c. .t D TACK ALL EXPOSED FREEBOARD OF 12 INCHES. A = CONCRETE A 11 MATERIAL. PATCH <r,i pP :A :b d. , 1 2. WASHOUT FACILITIES MUST BE I = dR :, - ..;a • AC TO GREATER OF CLEANED, OR NEW FACILITIES MUST ili.i.;Z:i;;$7 ARCHITFCTS 3 THICKNESS OR » BE CONSTRUCTED AND READY FOR ea.n:• : ... ' .° �" " EXISTING. W + 24 MIN. » USE ONCE THE WASHOUT IS 75X „ , „'� ; : 12 MIN. AWCU 12 MIN. EXISTING AC � 11111 II11IF, 1 7 5 O B L A N IC E N S H ] P ROAD 411110 'x�•1r po. ::•:::: S U ] T E 4 0 0 , :7. \--i1 i I 1-1 ' 3. IF THE WASHOUT IS NEARING - rr.r�rT.rr CAPACITY. VACUUM AND DISPOSE - rr;.r r,.r;�.r,OSA Y TTT RADIUS = zs' MIN ti- , . �.' :�• OF THE WASTE MATERIAL IN AN =I ,I I�,1',1'I�, A LI WEST L I N N , OREGON 9 7 0 6 8 '• v'a: -:o: " °.' 1 APPROVED MANNER. I_•r: sr:•Y =a ' s INTERLOCKED 2"x 2' ` = TEL 503 . 305 . 8033 FAX 503 . 305 . 5034 /�//� / CLEAN PIT RUN OR 3"- 6" CLEAN ROCK `�0 1*e>,OF I�GF�F'G' POSTS AND ATTACH PLAN VIEW . 4. TEMPORARY CONCRETE WASHOUT _ _ _ - y1,o ��5 NOT TO SCALE . d Q d� FACILITIES SHALL BE LOCATED A 1 I E-II- III MIIIIIM11111 -1 II SUBGRADE REINFORCEMENT G MINIMUM OF 50 FT FROM SENSITIVE GEOTEXTILE, AS REQUIRED `ps d• . . •'.A a 4 • . c.. 'd1 AREAS INCLUDING OPEN DRAINAGE 9' BY 9' MIN TO 4- 8' MIN. USE STITCHED LOOPS • A . ° d FACILITIES AND WATERSOURSES. CONTAIN CONCRETE INIIIN DEPTH 3' MINIMUM 'A.,- OVER 2" 2" POSTS NOTES: ° a 5. CONCRETE WASHOUT FACILITIES ELAN. - SHALL BE CONSTRUCTED AND NOT TO SCALE DCI - *24' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FROM TOE SLOPE. MAINTAINED IN SUFFICIENT 1. BURY BOTTOM OF FILTER FABRIC 6" ■ GRAVEL CONSTRUCTION ` VERTICALLY BELOW FINISHED GRADE. a QUANTITY AND SIZE CO CONTAIN GRAVEL CONSTRUCTION CURB RAMP �I 2. 2"x 2" FIR, PINE OR STEEL FENCE 3/4" - 0 ALLELIQUID AND CONCRETE WASTE 48Y BY 24. E fl G I rl E E R S ENTRANCONCRETE-/� ■ �� 2-s„ Posrs. EXISTING a GENERATED BY WASHOUT WASHOUT • 921 SW WASHINGTON ST. • SUITE 560 4'-0" a d a/ CRUSHED OPERATIONS. I PAINTED WHITE 3. POSTS TO BE INSTALLED ON UPHILL BASE ROCK t AREA ♦ SIDE OF SLOPE. BLACK LETTERS a PAvE►IENT N‘''' ,1��k4 4- COMPACT BOTH SIDES OF FILTER ROCK B. INSTALL CONCRETE WASHOUT SIGN 36!" HEIGHT PORTLAND,OREGON 97205 a T I FABRIC TRENCH. WITHIN 30 FEET OF TEMPORARY PHONE:(503)242-2448 . FAX:(503)242-2449 ° ° 4 ' a - ■'' " _ F fi„ `� CONCRETE WASHOUT FACILITY. 72y WEBSITE: WWW.DCI•ENGINEERS.COM 5. PANELS MUST BE PLACED N /Y / 7 / h�+ %''7✓� ^'' `r�' rrKs' FILTER FABRIC `0 } ACCORDING TO SPACING ON DETAIL !' CFVIL / STRUTURAL \ -F S 'r�.. r '%r "'St ''`'S,J�!•:,1c ''Ve I N0.940 •-=•= • +ir•r ire. 7. TEMPORARY CONCRETE WASHOUTS f ; �. MATERIAL 36" _ I: .f:l.,1• 1�1 � 1� QCo i hl06/2{18 D'Amaia Canversano Inc. All Rights Reserved > `�` -#4,:r#4-:ti �, a s - .4 r r-.r r. MAY BE A PREFABRICATED 1- '' �Yam.nt 9 .", .f �•,• WIDE ROLLS. IT � �:ti, +3 y�4 � , //✓. dr -# r i .. �' • •:,•• .. r. �� lit! !•+lei.. PIPE ZONE CONTAINER THAT IS PORTABLE AND in tet.ah.t written arn,la,ba free a,n,.ta lA•,e„a..Inc \ �'... Lyr .r.r:�._, CONCRETE WASHOUT SIGN • PROFILE y 1.:f-r REUSABLE. P'wna o Cornenono Inc diacWi re any eappnsdl y tor ita wwutnonzed we 'I%.. I, ' { . :�- Y (OR EQUIVALENT) s'' NOT TO SCALE .r rte. fd.P M.T� . •moi% 1. r!+"+ 11 NOT TO SCALE ' 1.•".ss BEDDING Lu NOTES: 0��UV:�:'�.r:C:�:W:±. '''.' 1'� ,. ........................................ tn. +r:.•"_• .r.r ._• . . EXCAVATED MATERIAL OD PROre ::•.•.•:.••:s•,,❖+•o.;.e;.•o.•....•..••.o.+;..•..� t -.:_-. _ _ 3"-B" ROCK WITH A ?•+ :d❖�:•:•:�::?:�:5..,..,.,.o:•.;.•.;.•.;•:•.❖.❖,.❖.•.• .+ AY BE USED FOR i•••i:4�•••iiOOr p�•••:i:i Oa i••�•i1 •ai 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING � � ::=: +,s ��:•q••.•.•;•�':•,•,•.;.;.•;,,;,:+,;;;� •;; FILTER FABRIC MATERIAL 1 MIN PERIMETER BERM MINIMUM Er DEPTH s&' �t1G I NE-4. is %::.:::�i�:•:%��"i•:* p . 1� .1.:44.,1•V :•' �d�•, 36" WIDE ROLLS 44-4 OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR 2'_6' •::o:••::..x)•3: ilw,,.�•+••;••,•,�••.+•�,. ��• CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ,0!.,;+•.••.•.,.441 4.,.�;;•::,6sti•:❖:�s•:..•.•.•t• :�: 8 ■ 7 ■ 6 • 5 ■ 4 ■ 3 ■ 2 ■ 1 6" - ,. , RAIN DRAIN AND OUTFALL A / ° w W W W W PROTECTION TC-G-4" ' •r* :4. w VARIES 'rBUILDING OFFSET AND 18' MIN. DIAMETER BEEHIVE STYLE SIDEWALK DRAINAGE ?m' GUTTER (? II . w 1 IMPERMEABLE LINER AS APPROVED OVERFLOW PER DETAIL NO. 405/407 NOTCH, 4" TYP. ENERGY DISSIPATER DRAIN ■� w BY BUILDING JURISDICTION r • . T ` �i 4 i :irre4 yleit ii� i ii + 1 ' 1r1j ROCK . ° PERFORATED PIPE MANIFOLD if+tili wwwWwwww � j�1li % y w w 'r.,��n,f? W W w w W 1 �1 •1111 I 6. LENGTH 18• STANDARD CAST IRON CONCRETE COLLAR w w w " MINIMUM OF FACILITY; w w w w w w w w w w W w W W W W w Y' • w w4-1/2' - 2-1/2' WWw W wT' A � \ FRAME AND COVER W w w w w w w w SPLASH ROCK. 6" \ w w w L_ W W MINIMUM 4' OF 8' y /�` WW MIN. AROUND �`/ N. d ::•� ' DRAWING N0. 510 STANDARD MANHOLE a • w + W STRUCTURAL WALL PER ° W PERFORATED DRAIN PIPE STRUCTURE. TYP. _. T � . " GRADE RING W * ," BUILDING JURISDICTION ,®�� w w - i w w 1 r _Ad' ARCH1TECT $ // /�///J/// •�• - ' S=1.2i' • T 7.\. 6" 8\ \ - (HON-TRAFFic !'1rPI�YATIoNs) d a • W WW W • 9`I,� `I� ,y W .y W .Y '�' .y w / W J. .'. J. W Y W y w eM,f a 11 ��AI•�� l } s,,,s . 4" DIAMETER CUT " . cl/ y 4" DIAMETER CUT w _ , "^•.,, " \ / e • OUTS. MINIMUM 3 W � �`~� W OUTS. MINIMUM 3 1 7 5 0 a L A N K 1 N 5 Fi 1 P ROAD STREET TAPERED TC=G-2 Yr` l 3 4"- �/� j STREET "' �•�!+ I 07. 1■}\ J IL a 4' MIN. , w v. �' w ° CUT OUTS PER INLET '1' "/ *+ ... "' CUT OUTS PER INLET w c3O �•.�f•. 18" - 1 I W .Y .L L Y �✓ W W W WW W � SE1 { TE 400 SPLASH PAD �,a- I I-�� _. _. k-I I, {-� a STRUCTURE TYP. ,I STRUCTURE TYP. .,�„'.:, RELIEF �+ �+ FINISH GRADE -y!S�!.-s% ► o;� ' w w w w i 4, w , • a Li- •.s� CONCTRETE,OR OTHER) 1 1= ,.t�� ;,��y-�. 1 -I tll .I I .�� W W W °1 L� • �� (ASPHALT, -1 - 1 L•T �T '.�''*:" Ih-111__.-T, !- v - WEST L. INN , OREGON 97068 ,J / �Y�i - I I-1 I I=III=11 '�� _ r -!11=1 i -�-� �o z . . :I: a • 6 ��.��-L. - rr,.r. •-•, - WATERTIGHT PIPE PLUG 3 Q~. •y ,.; �. ��1 •6. DEPRESSED GUTTER 2' ATIII-I I_I I-li�� =�=�=1 WITH STOPS OR OVERFLOW TO } E / F TEL 503 . 305 . 8033 FAX 503 . 305 - 8034 - / d OPENING -� '�-�I I I-III- WATERTIGHT THREADED 6' TYP. 30" MIN. ._ i .• •:•. -, %rot,. III1 11-1100, !I CONVEYANCE ° a a ° FLO�v MODIFIED CG-30. � , _ L•-r� ti•=-L- CAP AS APPROVED BY FACILITY 1MDTH TRAPPED CATCH BASIN, .' SEE DETAIL 403 1- `. 1111111 11111111 .Ili -1 11 I III LOCAL JURISDICTION. t...._ 0 0 ° NYLOPLAST OR APPROVED CHECK DAM, AS 19' FLO METAL INLET ASSEMBLY REQUIRED ON -- . . 'A I - EQUAL. 18" MIN. NECESSARY. (SEE NOTE 3) CURB A -111-1 11_ �- 111=1 i . . 18' HIGH TRAFFlG STREETS s`r�`r l _ � o',0 PI I/ =111=11 ,mak r. •r..•Y. _ �I. �� 2" MIN FREEBOARD SEE DETAIL 407 4� 2" MIN. CLEARANCE III-111 +� •rr-r loll I PROVIDE 3/4"-0 FOR A . '-.):A\-.7)/7 I' a , hLJ A ` k �j 6' MAX POND DEPTH 4" EXPOSED MIN. - 18'��12' \u. - .ver„ �. I MINIMUM OF 6' AROUND . / i/�. _111-111 �•1r.,ee emsir.r� -'a 1 1-1 ` _ - - 30' MIN 6" 1" , . I►��i may. r CLEANOUT ,\\/\\/\\ • �} I • SIDEWALK DRAINAGE - OVERLAP B' /\ \ \ \ :III=�I=II =111=111 ��\� TREATMENT AREA NOTCH f:� ISOMETRIC CURB CUT-OUT -- �l �-.- ��,\�,\�, •. _ _ _ - / , j , MIN. /\/\/\/� 111_1 1 I_ 11E111=11= \r\ . DCIN.T.S. _ s i\//\\//\\//; . . :IT_I=111=11 -!11=111_ /\, 2" MI a ■ PROVIDE 1/2'GAP (MAX.51�III _ ' 1 4" MIN POND DEPTH WITH 2" COMPOST MULCH ■ E n G I n E E R S PLAN CURB CUT-OUT BETWEENCLEANOUTPIPE II 11Ir .r AND GROUT COLLAR. ,1111 ,�.r�. = . 921 Sw WASHINGTON sT. • SUITE 5so _ '"'.�'r` . � 18" MIN. GRONG MEDIUM PORTND, OREGON97205 N.T.S. R=3/4" _I I I 1I •�.'' \/\/\/ . . -_ i1�_ II_ \ \ \ � ..CUR c I-1 !. ,,O 1 � =111I /\ 9' DEEP 1 1 2 3 / DRAIN ROCK WEBSITE: WWW.DCI ENGINEERS.COM ' , _ r_ !_ • ( - E " - /4') g \ 15' DEEP (1-1/2' - 3/4") CLEAN CRUSHED C1v11_ / STRUCTURAL FILTER FABRIC, EXTENDING TO ` . •... CLEAN CRUSHED DRAIN ROCK //\/� !:` ::' . // / c2 ` . 4 /\\ \\ \\ ' DRAIN ROCK O epyrht 0 /2D18 DAmalo Conversano Inc, Al Rghts Reserved 1 -1 I 1-11 i-I�%. .rl.rl. / / f / \ �\ " .dort, ,,,4. dthpWW1.ann. la at a reu Inc. or EAENTONDING AREA •>r�.r s c ++ _ \ \ . rn�do meet.ae m. a.ei.e ma w n.,.see .m°"=r:.r:. 11-11-I /\//\//\//� 1 / / / �\i\/\/\i\ \ \/�' 9 YSTREET •Y, '-11 I-1 I I \� / \ PERFORATED DRAIN PfPE. 8 TYP. SE£ NOTE 7 o w ma con emno ,b> m,,nr,..p,n, a,I ae vedo,ed 05.0I-I 1I-I % OVERFLOW TO SECTION A-A 16' - 1'ar. r=, TrT��T�r4.o.o4 , A .. . / , / / / \ ATTACHED LINER, SEE NOTE 6. �• sr .,•r ti� .t: ti ! r L. r. .r •�Lr • -111-1 1 \/\/ /\ CONVEYANCE re' • 't` -7`.0u'411'",4111-',•10 , .w r e r6A r r r.*..:r r; _ i=rr r. III=III- \\y�� Q< • \/ice/\\/ ��. �. �. �.. •.-•Y•-• .-.Y-•Y•'-�.-•.-•.-�.-•r •r:A9r rt ..- \ \ \ /\ \ \ \ \ \ \ \ \ \ \ \ \ \ NOTES - - - J1 =�_-r_� I_r_I_r_-!_.I:-r:- fah....' .r=te:.-111-� �\ \ \ \�\\\/\ �. WATER PROOF PVC BOOT AND LL-1 TAPERED RELIEF TC=G-2' ••P'' �//// \// // // //v // // // // // // / / / /. 3 :, 1-111 �\\/\\\ \\ \/\/. /\ /\ /.\ /.,l.� i\ i� /, i\ i\/\/ CLAMP OR APPROVED EQUAL LU `�,D PROF I+-- 2' 6" - -I AT CURB FACE ;: �I-111-111- %/��// \//�/�� N ANON DRAIN SER DESIGN ��\ Ksay<c•-------.:341,,.., L " , 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED 5$1$5111-111-11- � vv v v,,, ��> SECTION A-A FACILITY AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. e I NE'F /p.P,I-111_111- '�SECTION A-A 3/4' - o DRAIN ROCK TC=G-4 �,�« -�!:-ZA 1111-111 11 % � �%/ 2TO DRAIN TO ST}2�ET ORSPIPED OVERBLOW SYSTEMDAS APPCgLe OUTLET ELEVATIONS TO ALLOW OVERFLOWLE. g66 5 �� 3" DEEP TYPICAL �' -= r a �'- r- -. 111-I I �\/\i\/\i\i\/\i\/\ CJ - r.r�rrr�r4I . : .rf. /\ " , // 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED -� •Y �-�° ° ° G _r 111 ' /\•f` \�\\\\\\\\'/\ -1.P:000- d ° '` ` �''�`�' �''- NOTES: ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406. PROVIDE 2" MIN FREEBOARD. �' ' 1. PRIVATE WATER QUALITY TREATMENT 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. OREGON NOTES: CONCRETE ENCASED LOT* 2. 30" MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED 5. SIDEWALK CURB NOTCH: 1' LOWER THAN SIDEWALK, SLOPED TO FACILITY. SIDEWALK DRAINAGE NOTCHES 9 9-C'H 13, 2C�ry\~� 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. CURB CUT OUTS NOT ALLOWED ON WASHINGTON COUNTY BOTTOM OF WYE ON INCOMING FLOWS. SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. �/ ROADS - USE MODIFIED CG-30 SEE DETAIL 403, FOR INLET STRUCTURE. 3/4"-0 FOR PLASTIC PIPE 3/4"-0 BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK. 6. 30 MIL IMPERMEABLE LINER OR APPROVED EQUAL SHALL BE USED ONLY IF REQUIRED ON PROJECT PLANS PER O4/ AS* 2. INFLOW STRUCTURE - CURB CUTOUT SHALL HAVE MINIMUM 2" DROP AT THE FLOW LINE LEADING TO THE4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. ROAD AUTHORITY OR AGENCY. # OF PLANTS 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR 7. PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2" ABOVE SUBGRADE. III SPLASH PAD, SEE DETAIL. - SEPARATION. PERFORATED PIPE IN LINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK LAYER ■ 3. ENERGY DISSIPATER DRAIN ROCK: ROCK SIZE 4-1/2" 2-1/2" 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 ROCK 6" DEEP BEHIND SPLASHPAD. 1. CONCRETEWYETIRAND 45° 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF JURISDICTION IN WRITING. 4. CURB PROFILE PER LOCALL ENCASE ENTIRE SECTIONBEND IF CONCRETE PIPE.JURISDICTION. 9. ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. AVENUE 5. ENSURE THAT DOWNSTREAM CATCH BASINS ARE IN PLACE FOR HIGH FLOW CONVEYANCE. 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. STZE OF PLANTS FACILITY IS BELOW BUILDING FOOTING. 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 LIDAFLOW THROUGH PLANTER LIDA STREET SIDE LIDA LIDA APARTMENTS 1cr Services STANDARD CLEANOUT Clea�iWaier Services HANDBOOK C iWiter ServiePLANTER WITHOUT HANDBOOK Clean STREET PARKING HANDBOOK C�anWbier Serviees DRAWING NO. o DRAWING NO. 401 REVISED 05-16 DRAWING NO. 500 REVISED 01-13a 794 REVISED 03-ts DRAWING NO. 795.1 REVISED 04-16 1172072ND CURB CUT OUT STANDARD CLEANOUT FLOW THROUGH PLANTER STREET SIDE PLANTER CLEAN WATER SERVICES DRAWING NO. 401 SCALE : NTS 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 AVENUE0 TIGARD , OREGON 97232 FOR: 72ND AVENUE PROPERTY, LLC ■ ■ CLASS "B" CLASS "A" I I SURFACE RESTORATION AS SPECIFIED SEE STD MOUND EXCESS NATIVE MATERIAL DRAWING 600 \ -_ OVER TRENCH TO ALLOW FOR T-CUT ASPHALT \1 SETTLEMENT DETAIL 1 _-1 11-011-111,,=1hf I f l l l I 1=1 1�, a J afl „ 1 '` - '=111 ' ' ��I=III-1I ua a a 11-,,:- iii- - I - 1, lI!!-III-1II- II-1111 III-1)I_I l 1_I 11_1 I I_:I 1- '=11-1-111 -111-1E-1 1IE-1117- a l / � 1-I I- 12' NATIVE TOP SOIL '11 1 1--1'' -111-111=1 I // 11=I' IF TOP SOIL EXISTED 1-' -111-111= 95% COi PACTION /say A6110N I--1• PRIOR TO EXCAVATION. =111-1I WITHIN 36" OF v V/// . 1 1-III-III- SURFACE 1- ''1-III-11 UNDISTURBED 4 Z UNDISTURBED l j �90% COMPACTION NATIVE /111E I1I EARTH EARTH v BELOW 36"OF / /ATERIAL / �=11 4 SURFACE • / 111111 • /DEPTH VARIS : 3/4" - 0 CRUSHEDJ/ / i ROCK C a 4 a I Zi Q 4 t 3/4'-O a d 1/2 PIPE CRUSHED ROCK PIPE ZONE O.D. PLUS 6" 4 4 G a i on ,111iI1i r r14 it ` , 1 ✓4. I�I. a - I, •S.,�Y • •i • =*Br vr-, :�-.r 1 11-I 11- 3 4"-0 III=11" !f � - -t-.*�*� 1 I-111-_I PIPE BEDDING -III 'o k*-'^ •4 r•• 0` • r. 10R00� 1 II4 -T-�.!•� •'/�� .- �•Y�'r��+�-,- *. : .. .,rte. �I I I-i Vet �'i�' �1%'�r V' t I 11-I 11=11 I-, .T.. ,y�='w14W. -1 I -III;1 I I_ T I-i I Ii_�� :III--11 -_ _ _ _ �i=1 T1-TI I,1' -111-1 11-1 11-11 I-11 1-i l 1-111=1 I l=!11=1 I i=1 I 1=1 I= II '=111-E 1=11 INTI=111=i I i 111-111=111-111=111-1 I I- I 11111 -1 1_ 1 I' III-1�I TRENCH STABILIZATION: 1/2 PIPE O.D. PLUS 4' MIN. FOR PIPE SMALLER THAN 16" IF REQUIRED, TRENCH STABILIZATION MARK DATE REVISION/ISSUE 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER SHALL BE SPECIFIED SEPARATELY AND PLACED PRIOR TO PLACEMENT ■ OF BEDDING MATERIAL. ■ PROIECT NUMBER DRAWN BY CHECKED BY 17042-0032 JAS RJL NOTE: 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO INSTALL THE PIPE IN A SAFE MANNER. 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING Of PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED.WED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. TRENCH BACKFILL Q o HILL ARCHITECTS DETAILS CfeazWfier Services DETAILS DRAWING NO. 590 REVISED 12-16 TRENCH BACKFILL DETAILS s CONTRACTOR NOTE: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED UNDERGROUND SERVICE ALERT CLEAN WATER SERVICES DRAWING NO. 590 SCALE : NTS 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 MilkFURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE � 81 1 SEE PUBLIC FACILITY ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE S •IC5.20 IMPROVEMENT PLANS FOR UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING I CALL TWO BUSINESS DAYS WORK IN R.O.W. UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEETIOOF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 • 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 Fll - 1'-9„ ' STRADDLE BLOCK 1,- PER TUALATIN VALLEY WATER To Lau PLUMING O FINISHED GRADE ;FiGL STREET SIDE CUSTOMER SIDE p1�STANDARDS STANDARDS 1 1 1 L L I / - _ 0"/� *. 2" ELL COPPER SLIP BAC14L 2'-1}• 7_1 - J'-1D- • 2" TYPE K RIGID r-2- ELL COPPER SLIP SPOOL FI.DII F'E ,, s, r•- ---- LA 1-' 1'-34~ #,` 2" ADAPTER COPPER fCDPPER TUBING (r P) f gE IID'IE, - FLANGE COUPLING ADAPT�Fi .............. ..... .....••.. 4" MIN. ARCHITECTS METER SIDEa �lh�o.dlV\�.1!Limp _ .. _ _ 3 CUSTOMER SIDE SWEAT TO MIPT / SEE MOTE I 12" MAX. 10/4" �� FLOW _ �• 2" IRON BODY GATE 4"x3- REDUCER FLC •- it ��-,: 1�i'l r I �� y 17 5 O L A N K F N S H I P ROAD ` VALVE WITH 2" 1'-D" I �i�I ��El1:'.., I f IDP RATINf, Nf IT - " �7 Q SW TOE ADAPTER i ., Imo SUITE 4 00 " 1Eli • 1MIIT"1MIh7" AV•- 1 '`, - I r3" GATE VALVE FIG y_ L_ l I // 3% 2• SERVICE SADDLE e'-- -j �+ ExTE�t DUCTILE rtJL PIPE r' .., WEST [ INN , R E �i O N 7 O b 8 IT Mw I M S'MAN.OUT Cr VAULT TO ..).. PLAN K 1' i ii P" T FROM BREAKING ,Y' ,,,, x-, TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 '� I DUE TO VAULT SETTLEMENT .. o _ " • I -Jt is / 2"x CLOSE BRASS 1 3" GATE VALVE MJ LJimElt LNEETING OSHA 1 I (f r i '''' I I r')�_ F_==_1 REQUIREMENTS �•� Li--T \ f O NIPPLE 3" MEGALUG RETAINER GLAND it Y _ SEE PETAL 300 AND a"x z" SERVICE SADDLE SPECIFICATIONS OA CARSON METER BOX L SERIES 1419 , ;`�; (ORif EQUAL) a' MEGALUG RETAINER GLAND- �.:' l DOUBLE CHECK VALVE ASSEMBLY PLAN ' y -' 3" SPOOL FLG x PE 1D FT LG } © ,......- .7. --II'' �COOR LATCH L r N YO NXIR,OR � ' '-� • - ------- r YM r YA7f DA11.}QiT �' •. .' 4- SPOOL FLG x PE 5 FT LG--/ THIS END �11 1y • '� d,ii.•' ♦ I- P �I/ �. i . -JC. �: vim.✓,-;. ..� .i“,11.. rlaJliilh�i•"'i' �• Il,r UTILITY VAULT 675-WA-T WD WITH SYRACUSE CHID-11AL ,,, f♦�...WV. i RA . -1 �� •. �,* DCI,��! , Z' T yl/�%✓/s I. . ,„, PLAN OR BILCO Jp 3AL DOOR AND A LADDER MEETING OSHA ` •"/ %1„. II I ,_„_ .,.......„,...„.,.. • &) 4 /� i ' "T -\��-��•� \� EXTERIOR TO BE SEALED WITH CRYSTAL SEAL % } � . r r�7 T. .,.,5` ■ 6" ../,./44, 1 II�I FINISH GRADE TO SLOPE OR APPROVED EQUAL �� 3.1 1 "1/. ♦ ,„, ., _ -, . ■ E n G ! n E E R s 1419-6X 1�I. /O AWAY FROM VAULT LID •� lI car~ARAFI� II • �• F • .�� I l OPENED Qstr {-� II -./ ISDLAnON BALL VALVE ? 921 SW WASHINGTON ST. • SUITE 560 3' MINE. MAX F1 SEE VALNOTE 5 �j I r PORTLAND, OREGON 97205 24" MIN DRAIN TO CURB II C.,'. I I }5,: IIS ADAPTOR , r PHONE:(503)242 244$ • FAX:(503)242 2449 1" DOUBLE CHECK VALVE I ay+II �� _ L r.cV cC/ _. L '--.1-�' 4 0/'�^yl rr M - i I - I I ~� }� is CIVIL SDT f2lJ T LJ F I_ ASSEMBLY I 1-- ti r MUNE CHECK vu -/•-v...,, } -- N?-.. THRUST BLOCK �_ -\...r..-,.. f'0� II ` \: '` -` \ .�` :`..141. 11i1 N �_ �`>' '`'� '`, ,/ j, ©Copyright D6 2018[Amato Conversano Inc. All Rights Reserved 1" UNION EACH SIDE 4'-1" TO SEE NOTE N0. 2 F------1 ?i __- I I♦ ♦ 11 "�" " / " `� :h, d „me/Ita.M me idea end m net be tweed.In while Or i. 4'-8" I II - VALVE CAN I • /��/�\/��: �>.`T. ,, /'Y ; %'',:'�'/ .,pun,"rtne„I written pem,Isaion trom v'Amem cnrner•eno Inc. jVlil��"ii wf . •mit s)■� , SSH��K--�ALVE „ PER DETAIL 3 =�I■j,I .I1 3 d RODENT KEYNOTES: a'Hneta Canw.ww Inc.deme am re•eonsbJh for Te uneuu"nxed we, I�,�,.;C�I,,,, ,", - 1 I I I sr� A. OLYMPIC FOUNDRY VB910 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH IMMINIMMNIIIIIIIIIIIIMINIIIMINI 4...1.°0 � ,.."1„,- I 7,_z. f- (l h!'� I .# Ips '�Ii 12"_ I Tali i • CR BAuasr 111101. 1111111 "W" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS 6" MiN. I•Ir ��Bj 1=- NOTE s CONCRETE BALLAST MII;!`!; %1 SEE NOTE ND 2 a �• ,• • r ro OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. • :"�" ry'tll i''" I•`•••r•t'••"''•••;,-• PAWTO/�-HGHTCR A B. UNPAVED AREAS ONLY; PROVIDE 24" S UARE BY 4" TkIICK AC OR CONCRETEw ••!;.•..,.- • .. COI . . :�r.:0frie•=TAI ': ':: . ._., �� Q QED PRO F ��1��*II:�. r!#.•1��1IL� �. .Y.re. . STAINLESS STEEL SUMP PIMP. ;l�et.��• NRI-•! rt ' 6" MEN. " ] DETAIL STD AND 320 FOR PAVEMENT PAD. FOR CONCRETE USE #4 REBAR STEEL REINFORCEMENT OVER 4" �, I��r, �� .��S� l� h*! 4 � M / ° I f \ +I SUMP DUALS. G 1 NE• '/ .r�e..".-•_ • -..-..,....,01,,,.,..,= �ms ' �.,..� .?!-•,r. ♦ D COMPACTED 1"-0" CRUSHED ROCK. REBAR SHALL BE 2" DEEP AND 3" FROM �\ �N f,Q • � ~' •- A EDGE OF PAD. PAD SHALL BE CENTERED AROUND VALVE BOX. �r `y, .. 4,04. ..�:'`$.., • +\^ SUMP DETAIL DR DRAN ELEVATION �' 86, ,Z,s SAM 6- LEVELING COMPACTED `" •/ -'fi - `�S.`�fi` / PER 310 C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH A5 NECESSARY. -+ ELEVATION 3/4-0 CRUSHED ROCK ELEVATION CRUSHED ROCK BASE COMPACTED 3/4-0 CRUSHED ROCK D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 60" FROM STANDON PIPE STAND FOR DRAINAGE FINISHED GRADE. SEE DETAIL No. 5. OREGON UTILITY* BILCO NOTES: E. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFILLING. a �q ,,0�Z SIZE VAULT DOOR ` NOTE: 1. CONTRACTOR TO SEAL ALL OPENINGS N VAULT wTN NOTES: 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT. NON SHRINK Van EXTEND PVC WRAP 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 10 9� 1 INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOM OF 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CD YD MIN AROUND BASE OF VAULT IN 3 660-WA J-5AL 2- CONTRACTOR TO lecarALL COFNwETE BALLAST 3 CLL MIL PVC PIPE WRAP TAPE. Off/ A S DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR AREAS WHERE FLOODING OR HIGH GROUND WATER EXISTS, 4 577-WA J-SAL YDSD HIM AROUND BASE CF VAULT LT WHERE FLOODING 7l 3. ALL MATERIALS SHALL BE AS NAMED OR EQUAL. SUBMIT ALTERNATES FOR APPROVAL. F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND • ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED 4. PAINT INTERIOR WALLS AND ALD BOTTOM WHITE. 6 676-WA J-5AL 3. CLEARAANEXCEPT r WALL �0 w,VAULT LARGER SHALL BE MJ BUTTERFLY VALVES. IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO _DISSIMILAR METALS). 5. ORS 52.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1-FT. OF A 8 687-IMA JD-3AL a THRUST MAX... r LMK AN 5-MAXMA ■ ■ IF ADEQUATE FREEZE PROTECTION IS PROIADED. THE 24 MIN CLEARANCE MAY BF REDUCED, SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND/OR G. 2" SQUARE OPERATING NUT. METER BOXES FOUND TO FALL WITHIN 1-FT. OF A SURVEY MONUMENT LOCATION. 10 5106-LA JD-3AL 5. FOR USE ON FIRE SERNCE UF!- FAR DONES11C SERVICE SSE DETAIL OF TOt H. 8"X6" SX5 SDR35 SWR CONC. REDUCER CONNECT TO D3034 PIPE USING A •'CR EOJAL APPROVED BY DISTRICT ENGINEER COMPATIBLE PVC CEMENT. �] AVENUE Tualatin Valle Water District DESIGNED:PDB I DATE:6/1/2012 Tualatin Valle Water District DESIGNED:PDB aDATE 6/5/2013 Tualatin Valle Water District DESIGNED:PDB DATE:6/1/2012 DATE: 6/5/2013 12ND Y _ Y 3 METER Y Tualatin Valley Water District DESIGNED:�H TYPICAL VALVE DETAIL k\ `� APPROVED:MR( 1NI DOUBLE CHECK DETAIL �`��,041 APpROVED:MFK INSTALLATION DETAIL �` �� "' APPROVED:MFK DOUBLE CHECK DETAIL Or:II "r' APPROVED SLD 1850 SW 170th Ave. Beaverton,OR 97006 ASSEMBLY BF 1 01 1850 SW 17001 Ave. Beaverton,OR 97006 703C C 1850 SW 170th Ave. Beaverton,OR 97006 VALVE ASSEMBLY BF '100 1 ss=�5 70L>a Ave BeaveruTn.oR 97C3CIt SETTING 3 APARTMENTS 503 642-1511 WWW,tvwd 0 SCALE:NONE SCALE:NONE BY CONTRACTOR SCALE:NONE a SCALE.NONE (503) LS (503)6424511 www.tvwd.Drg (503)642-1511 www.tvwd.org (503)642-1511. www.tvwd.oTl, 0 11720 SW 72ND 1 " DOUBLE CHECK ASSEMBLY (IRRIGATION) A 0 3" METER (FOR REFERENCE ONLY) DOUBLE CHECK VALVE ASSEMBLY (DOMESTIC TYPICAL VALVE SETTING NUE TUALATIN VALLEY WATER DISTRICT DETAIL BF 101 SCALE : NTSTUALATIN VALLEY WATER DISTRICT DETAIL 703C SCALE : NTS 'TUALATIN VALLEY WATER DISTRICT DETAIL BF 100 SCALE : NTS TUALATIN VALLEY WATER DISTRICT DETAIL 3 SCALE : NTS V 1 0 TIGARD . OREGON 97231 FOR: 72ND AVENUE PROPERTY, LLC ■ ■ I I /`��/�,//•,//V\///ky•\iy�/.///.//�•///•///'N V//\ HYDRANT BEHIND CURBTIGHT SIDEWALK PER CErNL 203(TIP) sr TO TUALATIN VALLEY LATER TO LOCl/ELl1®10 , \\ \\ \\ \ \ \\ \\ \ \\ � usl,ecr STAENBNIIDS t70DE STMlI1NVtOS / � / /\/\/\/\/ j /�\/\/ 18" MIN RETAINER CLAM '- I`: :,.NEE NOTE 3 ` / `\/�\\//�/i.//\//.//. , \ \�\ \�;\`` I- - 24" MAX MEND DUCTILE PION PFE �(,` -`1 `/ `�` PROTECT FROM YWEAKNG /;/�\/�// ..i' �" •: • •+ ,•�• .4 M. f // o ,I SPOOL Elf.x PE r• - DRE TO VAULT.,•'k'TR.k'I�ONT. \ \Y\ \-. . • r .: • . •. ' .' ' x" \ \�\ O•', BREAK FLANGE SEE NOTE I fr �l .` ' ,:• ,• f.. 18" MIN 3" MIN O FLOW I II r 1 ,�/\\ \\/\\ -.r . • • . {• •.•i•" •• ••• r,t. '4 ' •• S•..v •. /\/\ � �.. O �" MAX V iird ) 41 ' ,' ="2 FLANGE COUPLING ADAPTOR \/��%//�� '• •. •.. , • f� .•.4• :•'. a4 ,, /\� . �v - �• �\-440 '` 7►. ......................01,R \ _,a, pat IMr u I - --�` �iG ` HALL NOT REST• ?� I /S I I! I OPTIONAL FM OPAR„•TJNT I I I I I 1 I A \ p I •E III 1 OOnNecnam CONTACT LOCAL iTRE ■E E s• • 1 f s S P i f •l•t E i■ •1 ) O O Jl I I MAR4,M1_ ■I PKI ,-,.IIt•1 !�I I. rni I■ 1l 0 ' l { ,.^- _ Mir. LAOOENI IIEEn+O 091A I I f-�1 I%�ill�i�il '• REQUIREMENTS l r i I C. 0 .....1:;,.,.....:',....,_ O SEE DETAL 300 MID titl--•� I, .IMT.I C sPEL:,cA„� PLAN „, O (0) / $ IL. . DI PIPE 111111,0115 NTERNATE FIC LOCAMIN 'PROFILE VIEW TABLE 1 ` ■ IIIIIIIII NRC1Ef LINE o,IYuaO OJIW DR T O ) BRANCH THRUST BLOCK !`��•I II1� ' 0 '�`•1,��` r I MAN LI-r1 .F� -- 4 PIPE DIA BEARING AREA 7/‹/ �/ /i.A ; e''�;�// ♦ •F,'•. a \\ ..�. (IN) (SF) // /�� I' } , ^�- '/�'/ `�I��Is 4 1.3 HYDRANT IN PLANTER STRIP II CLEARANCE ON I�'�' fl // 8 2.8 1i 18 M I N 11 OPENED I 1L I 11 / IsaATEN LULL VALE sE•,•-" 1 - 24" M A X pi VALVE iNOTE a 1, `�` 0 8 5. M - ii 12 11.3 !"'�I�� BREAK FLANGE I NUKE GROAN VALVE n. - ie _ 13 KEYNOTES; 18" MIN 3" MIN 11� "11111111 T A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK t 6" MAX Cn a.l'!"Il 4 i SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY •I�•I. • '/\4 , 1�1 B. WRAP TAPPINGCONCRETE SADDLESHALL BE VALVECLASS WITH 3300 LAYE S OF 6.5 B MIN.)POLYTHEYLENE PRIOR ��` ��'�`Y��j��r.j��'4% i♦�♦� II��j i.��....��`I imm. '1 AO°°rT TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM --`'i� - ;3';,••:';,...1 O F •3 r, `-DRAW TO DAWJGIT Cit BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. L •L1"'"-" 1''~ "`OVDE'�"0R'EPONER STAMM STEEL SUMP C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. _ !TIDIES: 441. ' r-� ;; D. MECHANICAL JOINT WITH GRIP SUMP DETAILS- D. LINE-SIZE GATE VALVE (FLG X MJ). A. VALVE BOX ASSEMBLY PER DETAIL ELEVATION E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. No. 3. FOLLOWER. ALL JOINTS IN HYDRANT ASSEMBLY SHALL BE B. 6" GATE VALVE, WRAP TEE ANI? FULLY RESTRAINED, GENERAL NOTES; MARK DATE REVISION/ISSUE UTIUTY UTILITY 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE VALVE WITH 3 LAYERS OF 8 MIL VAULT VAULT BILCOPOLYETHYLENE PRIOR TO E. 12"X12" CONCRETE PIER BLOCK SIZE DOOR ' NOTES: TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE BACKFILLING. ON UNDISTURBED NATIVE SOIL. WITH FDC • W/o FDC ■ SADDLE WILL BE INSTALLED. ■ PROTECT NUMBER DRAWN BY CHECKED BY 2)" 575-LA 575-LA JD-3AL T CONTRACTOR TO SEAL ALL OPENeNcs N VAULT rnN 17042-0032 JAS RJL 3 577-WA 577-WA J-5AL Mfr SKEW SIT 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. C. TEE. NEW CONSTRUCTION TEE F. DRAIN ROCK POCKET. 4 CUBIC 4 577-WA 577-WA J-5AL X. ATO METALL CONCLETE BALLAST ERE .aca J 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF SHALL BE MJ X MJ X FLG. FEET MINIMUM. OR NIGH GROUND,NATER EMT FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. 6 676-IMA 676-IMA J-5 3. CLEARANCE aenmN ami.Me DEMCC r mti.,1r CONNECTIONS TO EXISTING MAINS 8 687-IMA 687-WA JD-3AAL MAX.EXCEPT r MK MNL Iron 1160•-0 VAULT 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR SHALL BE TAPPING TEE PER G. MAINTAIN MINIMUM CLEAR SPACE * DETECTCR +TO DM el �T PRIOR TO TAPPING. DETAIL No. 8. THRUST BLOCK 10 5106-LA 5106- LA JD-3AL IN ALL DIRECTIONS PER DETAIL No. •'OR EQUAL'APPROVED BY DISNlCT ENGINEER 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING, REQUIRED ONLY FOR TAPPING TEE. 102. PLACEMENT OF CONCRETE 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. AROUND HYDRANTS IS PROHIBITED. Tualatin Valle Water District I DATE:W1/2012 Tualatin Valle Water District DATE:6/1/2012 ALL DRAWINGS AND BLISW0.1TEN MATERIAL APPEARING HEREIN CONSTITUTE THE Y DESIGNED:PDB DOUBLE CHECK y DESIGNED:PDB Tualatin Valley Water District DESIGNED:Ppb FIRE HYDRANT DATE:6/5/2013 DUPLICATAND UNPUBLISHED WORK IT THE ARCHITECT AND MAY NOT BE �,� DETAILS DETAIL / THE ARCHITECT.ED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF r� a.•► APPROVED:MFK DETECTOR r\ is+ APPROVED:MFK TAPPING SADDLE ( � �,1APPROVED.MFK DETAIL STANDAR❑ ¢ o HILLARCHITECTS 1850 SW 170th Ave. Beaverton,OR 97006 BF 200 1850 SW 170th Ave. Beaverton,OR 97006 8 1850 SW 170th Ave. Beaverton,OR 97006 101 (503)642-1511 • d-ozg SCALE:NONE ASSEMBLY (503)642-1511 www.tvwd org :NONE (503)642-1511 www.tvwd.Org SCALE NONE INSTALLATION DETAILS DOUBLE CHECK DETECTOR ASSEMBLY (FIRE) TAPPING SADDLE DETAILS s FIRE HYDRANT DETAILS CONTRACTOR NOTE: 0 ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED UNDERGROUND SERVICE TUALATIN VALLEY WATER DISTRICT DETAIL BF-200 SCALE : NTS TUALATIN WALLEY WATER DISTRCT DETAIL NO. 8 SCAI F : NTS TUALATIN WALLEY WATER DISTRCT DETAIL NO. 101 SCALE : NTS ALLOIZEONTALLYING FAND EATURERTS INALUYINGIORTO RID ANY UTICONSTRUCTION.TIES RE ONE-CALL E RT EALEALENUMBER SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS SEE PUBLIC FACILITY FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE I/\ 811 ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE I '1C 5. 3 0 IMPROVEMENT PLANS FOR UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING IF CALL TWO BUSINESS DAYS WORK IN R.O.W. UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEET 110F 12 IIIIMMIIMMINE 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 IN 7 ■ 6 • 5 ■ 4 • 3 ■ 2 II 1 iiimmimx , I I P—I x 1 I I x • \ _ 1 7 I ,'] SD CULVERT u 1 i i X 10" IE(E) 233.36 1 .! L L ti ARCHITECTS �N 88°04'21" E 182.57 k — x. 1750 BLANKENSHIP ROAD x X x ,� O . - - --- - .., 400 SUITE LD To I I I \�� '�" Ilif L` WEST L1NN . OREGON 97068 X N c.,., �� —._ TEL 503 . 305 . 80 3 FAX 5©3 . 305 . 8034 I , _. _ _ I1. , L.: , - - /j . �— CONTRACTOR IS RESPONSIBLE - - -- FORLD STREET SWEEPING , „ltd X DURING CONSTRUCTION I - - J I DCI �d x • WV o ■ EI'"IGII"iEERS N I ^` �, 921 SW WASHINGTON ST. • SUITE 560 I I PORTLAND, OREGON 97205 I 4 STORM INLET PROTECTION PHONE:(503)242 2448 • FAX:{503)242-2449 U eo ° PER DETAIL 5/SHEET 05.10 ENGINEER'S NOTES: WEBSITE: www.DCl ENGINEERS.COM CIVIL / STFZUCTLJF2AL X a ` r �� N N l - '� 1. EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE MINIMUM 0Cepyrighl 06/2018 D'Amato Coriversono Inc. All Rights Reserved I REQUIREMENTS. THE CONTRACTOR SHALL INSTALL ADDITIONAL This document•and the dew and aeekrs may not be reared,m.hole or Is port.nlhout wrelen onyessian from O'Mwlo Conversano Inc, 4 _ 11 11 MEASURES, AS NEEDED, TO PREVENT SEDIMENT-LADEN RUNOFF e0aala In & a�r anY rerw sGlily lm de anoolwnred use SEDIMENT E PER ' ice' DETAIL = • T C5.10 ! FROM LEAVING THE SITE OR FROM COMPROMISING THE PROPOSED/EXISTING STORM WATER SYSTEM. - ICo i i% p re \� I Q 1 NEE-ip /�LEGEND66 5s In f�' 41.ith I STORM DRAIN INLET PROTECTION � � Q 'OREGONOry �� ems/ -9� CH 13, ��N A S LD I , 41111. • X �; ",. I 0 6' TALL SEDIMENT FENCE::ti —1 . , ■ I--- w-- -- I = S aLVR Mo I� ( = I _ 1 iE(E) 2 .: ___, 72ND AVENUE D ( j STORM INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE c I PER DETAIL 5/SHEET C5.10 11` dli _ APARTMENTS X STEM I 'PROTECTION \� (II( ` I x PEI DET IL :',/(SHEET C5.10 I • d . ' _ CONCRETE WASHOUT a Lat � • n 11720 SW 72ND ` 241 I C:' W ; � AVENUE - _ .4 0 © v �-- TIGARD . OREGON 97232 NI _ \ x FOR 72ND AVENI IE PROPERTY. LLC x n „�, : o ■ 8” VC (Wr •�=220.21' X I ' � A, . . l • 1 1„__...,,,), .._ • , , i 1 1 1 _ , ,....._.... -..-• i„......;„,, , e � \ - -- - , r �0 - �. 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(W, 5- 226.85' VP DETAIL 2/SHEET C5.10 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE 1 IK) 1 I ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE ='1 SEDIMENT FENCE PER DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF 1 I I 1 1 I I I I - / 7 / END OF 5' FENCE PACKED GRAVEL ' / / RETAINING WALL / JV RETAINING WALL N N ELECTRICAL QT 13 RISERS @ Air& , / (+J BICYCLE RACK TRANSFORMER EQUIPMENT _ I L/, .'1!: Z34.:; i.:11:_: 236..x:, • : �. _ _ _ _ - - - _ �� A. 1171//7:43 i �� ' . +. + ��j 24 . + TRASH/RECYCLE J I 1 I Tir 11, I 1 Alk ii, 1 iti II i u ;Ty pui i ,fro ,� y ■1'r NE•smii . w s* Ilit „is" �* Aw 238.OD' "� 238.00' __ __ /■E 238.25 ^ SLOPE 238.25' ��1 . 1 '' 1 �1 ■■■■. .. i ■■i ,, . W w f _ .1 I *4 — I . W al ENNUI'S!' 72� W LEVEL Fr- �� ` I I I 1 11E■■■ r i�■■■■N — - ACOS. 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I I I \ u-i I ' I I f I I I I C TRUCK TURNAROUND 72ND AVENUE APARTMENTS TIGARD , OREGON MP IM 7 SCHEMATIC — — WINT SITE PLAN I. • D 10' 20' DUNE (, 2018 ILLARCHITECTS 8 ■ 7 ■ 6 ■ 5 • 4 • 3 ■ 2 ■ 1 -- -- - CYCLOOPS ARCH BIKE RACK CONCRETE BELOW AND 8" - - 1 P " P.A. - - - -I- I "TIMBERFORM" MODEL NO. 02178-84; PEDESTAL BEYOND BIKE RACK BASE MI y P.A. A ' I 1 I TO BE THICKENED TO AT P.A. w 111111 !1 11 11 1 P.A. I 1 4 P.A. MOUNTED; GALVANIZED LEAST 6" DEEP.w _ J , - _ J W w . A - FINISH SURFACE (CONC) SECURE RACK INTO Ow W ... . . . .. , .„ . w - • HILL _ .. . L L . w W 1CONCRETE WITH HIGH • w ` , ww ARCHITECTS GRAVEL PAVING AREASSTRENGTH TWO—PART w {2) BIKE RACKS: . HOLES w w i CC L100) FOR SECURING HARDWARE. EPDXY 17 5 0 BLANKENSH ! P i 0 A a w ,, EACH PROVIDES w ww \ , - � w w 4 1 (2) BIKE PARKING J I I su ! Ti 4 o a CONCRETE PAVING AREAS W PROVIDE WITH EMBEDMENTLi._ SPACES - WEST LINN . OREGON 9706 3a V (2) BENCHES: I � GALV. HARDWARE SECURED TEL 503 . 305 . 8033 FAX 501 - 305 . 8034w I TIMBERFORM ' TYPICAL (A/L100) (D/L100) w w wa w w w w w * I I PERMANENTLY INTO CONC. w PLAZA”; SURFACE MOUNTED PER w w w 4. W w ww CONCRETE STAIRS WITH II BELOW. TO MATCH HANDRAILS ON BOTH I BIKE RACK w wa w w . MANUFACTURER'S ; - ai — \SIDES (B/L100) •.• . . DRAWING 4r4F, P.O. Box 14676P.A. (w-2771 -6) WITH w .----5:4-- . p A. ` 2'-8" 2'-10.5" � 5.25 , Portland, Oregon 97293 WOOD SEATING ' I w w w • ^.-- - - (� (� ■ r + I w W t STORM WATER QUALITY ; PLAN VIEW SIDE ELEVATION END ELEVATION (503) 939-3547 PLANTING AREA (SEE , , W PERCIVAI. perlandscape@gmail.com • CIVIL) W w 1 A BIKE RACK No Scale LANDSCAPE W r * w 1 4•49i494140 * .. AFtCHITECTURE * * } w .. w w W r a • w w wI SG%S TE1g�. P.A. I 1 in W w w 4k 4 ; = 74 lir i, w • 1 • HANDRAIL: 2" DIA. GALV. STEEL /1A1 e4ut,;,-- _ . . 1 WwW w r JOE PERCIVAL F-. - w HANDRAIL CONC. FOOTING v w 6 -4. OREGON4t w d A. w s' '` . a (4) BIKE RACKS40 . w REINFORCED CONCRETE STAIRS �w • ww qpE AVG W r (A/L100) a ' . ' w P.A. • W � ' .44-4-7- w w EXPANSION JOINT: TOPPED WITH •■ W / I w 1 FLUSH WATERPROOF SEALANT # I avvva°°° lir 4 / • ... W W w y lI l I i1 II II MATCHING COLOR OF CONCRETE. — ' v v9v n tln n9 • v. vblvvv vv vv 72nd Avenuew ww W . •, . ww _ . r pvvvovv• 1+'. 4'.+ .. ° O9� °9vQvIv w w * W 4, 0' 5' 10' 20 FT. www GRAVEL BASE: COMPACTED '-0" °vavvv l` v °v°°°°v ° • wo O iiii °ar°ao°.vv°v v9vvv Apartments P.A. •PLANTING AREA - ww w w M7M.7 . w w w * COMPACTED SOIL BASE i _ o— f�fr� TYPICAL (E/L100) 0 11720 SW 72nd A ,n, — v enue SCALE waw 1-N_ aW Yw w a * w w w NY w w w 7. w a w w (.0 W W w W w a I www w ' o -re I Tigard , Oregon 97232 w w a + CONCRETE PAVING (D/L100) w 36'' 12" 12" 4. P A. a w , w w w i For: 72nd Avenue Property, LLC w . ■ ; CONCRETE STAIRS WITH HAND w w w P.A. RAILS ON BOTH SIDES. w w w w I - •-- I ' .y + 9a9 ° I THIS WIDTH SHOULD $E 3" r• wva •nanvv avn ■ - • • {B/L100} - w w .• w i I I �• �.}: 1...,.,•, • nO °n° I'°°V °° •n °=MI •• w w . I k a' w w �• °n°°9 tl nv n vv v w SCORE LINE - TYPICAL (D/L100) w II . - va = '— 0000a1 = ° off - a•vI .a v.avY a•vv ,v vvnavvnv v'v aavvvvv . w I w w •• .''.'• avavvv w 4 + WY W YW Y a9 w Y wa , * - - , vvaavv w WwV I w w w W w EQ• vvvv ww I aW w vvavvv- ID VU / I W w . I '' ` /PUBLIC . ly - 9' HANDRAIL: 2" DIA. GALV. STEEL —SIDE OF * ` WW1 11 11I1 � - � . . ww\ P.A. 24" • onnan.= vv°nnaov O9SITE ' o°oo°° � � HANDRAIL CONC. FOOTING Y w w � www w w . . y wywww * w wWw * 9 Ww www aWW WYWa (OFF-SITE rww wwywWwwWw 4 4 w wWaw iw12„ )ORTION) Ww wwwww W W W w W W / ww ` W w w , / v'ooovvvvv°vn I I-= REINFORCED CONCRETE STAIRS w w . 4. w w Jr w12II °:°°;47°'°".' oo W — SEE • • SEPARATE =, , 00:°°a° GRAVEL BASE: COMPACTED i'-0" aaa °:°° 11== II . ■ DRAWINGS. PRIVATE SIDE \ ■ ' ALL WORK OF COMPACTED SOIL BASEcPER CITY DEVELOPMENT C\1 STANDARD (ON-SITE __0s1:avvvvavavav:,vv. -,7i1I 111= 'aaaa DETAILS PORTION) _`117,7 =1Ir - - _ _ - - B ST 'A �RSo:' . ' : v 0° ` 1 "=2'-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 JDP ADJACENT PAVEMENT OR 1 MULCH: FULLY SETTLED FULL LENGTH OF THE r . All drawings and written material appearing herein constitute TOP OF WALL. :- • • OPENING. THEY SHALL the original and unpublished work of the Architect and may SCORE LINE: DEPTH 7/ / / 7/ ' ' / . • BE EXCAVATED TO not be duplicated, used or disclosed without the prior written IMPORTED N a ` • consent of the Architect. GRAVEL PAVING: 6" DEEP THICKNESS OF PAVING; A" AMENDED, ALLOW FOR PLACEMENT ©2017 Hill Architects i"-0" CRUSHED BASALT WIDE; AND NO SHINERS PRE-BLENDED c z 411 Ell =v° v°°' OF THE 1 " TO TOP OF PAVING FROM TIGARD FLUSH TOPSOIL: o°o o°° MULCH, 2 OF SETTLED 72nd APARTMENTS Q SAND AND GRAVEL y a CONCRETE PAVING: LIGHT FULLY — ° ° MULCH AND 12 OF Q ' .'• BROOM FINISH COMPACTED TO PREVENT -��•''•�� ' SETTLED. ■ ,�� -- ----° ° ° ° SETTLED IMPORTED % /� 7 BLENDED TOPSOIL. NDSCAPE FUTURE SETTLEMENT ��.;:�:�::...... �..:=��.;• . ' .� •a' , ; :..r:_•:.,::: . ..,. :, , ° ° ° ° ° COMPACTED ROCK BASE: ,' \ _ _ ° ° ° ° INTERFACE TO PROVIDE THIS GREATER ° ° ° V \ 95%; -0 CRUSHED ROCK BE ROUGHENED DEPTH OF THE CONSTRUCTION PLAN `' ° ° ° ° ° ° ° ° ° ° IMPORTED BLENDED GEOTEXTiLE FABRIC: r `�:��= �` 11�,11j 1�_COMPACTED SUB-GRADE UNDISTURBED COMPACTED TOPSOIL. MIRAFI 140" SUB-GRADE 1 —_° '7,7° SUB-GRADE COMPACTED SUB-GRADE C GRAVEL PAVING 1 "=0'-6" D CONCRETE PAVING E PLANTING AREA SECTION 1 "=0'-6" . L100 71 f1 1 -01-6 8 ■ 7 ■ 6 • 5 ■ 4 ■ 3 • 2 • 1 8 ■ 7 * 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 1 I (3) CONTROL VALVES: IN SEPARATE CONTROL VALVES ROUTE MAINLINE AROUND TRANSFORMER PAD I IRRIGATION MATERIAL LEGEND: BOXES. BOXES TO BE EVENLY SPACED AND SQUARE AND CAREFULLY AROUND POWER WIRE COMING i-1 1 TO BUILDING AND SET AT EDGE OF GRAVEL AREA. TO AND FROM TRANSFORMER. - - - - -- - DRIPPER LINE: "NETAFIM CV"; EMITTERS TO BE 0.6 GPH AT 1 BOXES TO BE SET i" ABOVE FINISH SURFACE OF DRIPPER LINE TO BE COMPACTED GRAVEL. BOXES SHALL BE HEAVY DUTY ROUTED AROUND —Il 12" O.C.. (A & B/L201 ) HIL L 1 TO ALLOW FOR FOOT AND MAINTENANCE TRAFFIC. SAME FOR QUICK COUPLER. IRRIGATION CONTROLLER: PEDESTAL MOUNTED. ON TREE ROOT BALL 1 I CONCRETE PAD. ELECTRICIAN TO PROVIDE (TYPICAL) LATERAL LINE: PVC CLASS 200; 1 " UNLESS OTHERWISE ARCHITECTS i (1 }6" Sleeve ELECTRICAL POWER TO CONTROLLER IN CONDUIT. NOTED. (C/L201 ) 1 7 5 0 BLANKENSHIP ROAD POWER TO BE FROM OWN, SEPARATE, DEDICATED (1 )6" Sleeve BREAKER. SUITE 4 0 0 u- / 1 6" Sleeve - - - - - - - 1�1 - - - - - - MAINLINE: PVC SCHEDULE 40; 1 4" UNLESS OTHERWISE �- WIS LINN . OREGON 97068 I ) f _ r A 1 r-_-d-- i ci - _ _.:1T____ __7_-'---1" —__ Wel*. 2 r , I — — —I I— - - --1 I I NOTED. (C/L201 ) TEL 503 . 305 . 8033 FAX 503 . 305 . 9034 I I' 7--- - 1 41 " i • ---/ - - - - ' - -"(-1- - - - 1 0 I 'iJEL _ I I I , L 503 111 H , i„i - ------ SLEEVE (F/L201 ) (1 )6" Sleeve: �=} , r I I I SET TO ONE - i'TW T1. + I I 1 „� `--T I � � i ��i D - „ I Iw 1 LATERAL LINE AND DRIPPER LINE VERTICAL CONNECTION P.O. Box 14676 I� L Li I -(1 )4 Sleeve (1 )4 Sleeve SIDE OF 114/ �— IP LANTING Hi II 11 (B/L201 ) ■ Portland, Oregon 97293 AREA. � 1WLf' I 1 -ROUTE ALL IW 1 UNCONNECTED LATERAL LINE AND DRIPPER LINE A (503) 93_9-3547 ' 4raliri �� " ��I PIPESTII4 —{1 )6 SleeveI I • - ITHROUGH iT. w l l I , IPERCIVAL 1� i I Tf I t 4 I 1 -4 UNCONNECTED LATERAL LINES LANDSCAPE perlandscape@gmail,com (TYPICAL) 1 I \ 0 I H I W { I I 1 h' p I I I l ARCHITECTURE 1 1. 1 r• ' I 01 I * "LP i CONTROL VALVE ASSEMBLY (D/L201 ) (1 )6" Sleeve`. �� 1 I� I I i H { / ) W I I 0' 5' 10' 20 FT. J GiSTE W W [ JAJ I I V I )I I II 7j11 W 41 + '-'41:7 IQ I CONTROLLER (E/L201 ) ir374 • 1 (1 )6" Sleeve. L. -:-J I7 Li-i• i [OPENS FACING ON THIS SIDE] wIWTI k SCALE I �..�.�rV _ - JOE PERCIVAL V H I ! i i I QUICK COUPLER (H/L201 ) d OREGON �w I I —{1 )4" Sleeve 's'0 p RG I IW �\ I I L E A l • • I a r t 1 nri111 i i ' ' . I `l I GENERAL NOTES: ■ (1 )6" Sleeve_ I I W I 1 "II H �I- t 1 . COORDINATE INSTALLATION OF SLEEVES WITH BUILDING AND 72nd Avenue (1 )6" Sleeve----__e 1 .1 41 J4 SITE CONSTRUCTION. END TO BE EXPOSED AT PRESSURE TEST ' 1 1 AND CROSSING MARKED BY SLEEVE MARKING NAILS AS Apartments r I 1 IJ,II '' I- 1 I � ,j 1 j'1 t 0. DETAI LED. 1 l� I '-� I "I I 1 2. DRIPPER LINE TO BE ROUTED NEXT TO PLANT ROOTBALLS. o IWI� i r 1 ! 1 j _ I PROVIDE QUANTITY SHOWN AND ADJUST LOCATION PER 11720 SW 72nd Avenue W I I I r ~1 /` it ROOTBALLS. I �1W I I ._--1 I i { .{1 }4" Sleeve 3. PROVIDE MANUAL WATERING AS NEEDED. WHEN PLANTS ARE i 1 I . f I' i .---, -!-n1} INITIALLY INSTALLED THE ROOTS WILL NOT YET REACH OUT TO Tigard , Oregon 97232 1"I* i I, 11 rr 'I R.--- ----(1 )4" Sleeve THE NEEDED WATER AND THE DIFFERENCE BETWEEN ROOT I I 11 II i J 1 BALLS AND SURROUNDING SOIL WILL NOT ALLOW THE DRIPPER For: 72nd Avenue Property, LLC (1 )6" Sleeve 1 I) W�* I + LINE TO PROVIDE NEEDED WATER. PROVIDE MANUAL WATERING, • 1 I u-1n I II,. iI"1 i DIRECTLY ON EACH ROOT BALL FOR AT LEAST 30 DAYS. DO • 1 I \I i 1 - 1 I NOT ALLOW ROOT BALLS TO DRY. I THIS WIDTH SHOULD BE 3" I 4. 1 (1 )6" Sleeve �~-) �� r i � I 1 4. MAINLINE AND LATERAL PIPING ARE SHOWN PARALLEL AND 1 APART. THEY SHOULD BE INSTALLED IN THE SAME TRENCH, H 1 1 1 W "1 1 WITH REQUIRED SEPARATION AND AT THE SAME DEPTH. � IWIE , 111 �� I atj 1 1 1 IW I1� 5. MATERIALS ARE SHOWN OUTSIDE OF PLANTING AREAS FOR IW r i CI J 1-i f1 -(1 )4" Sleeve CROSSINGS AND OTHERWISE FOR GRAPHIC CLARITY. WHERE ITS 1 (1 )6" Sleeve -D I4 1 1 I f FOR THE LATTER CASE, INSTALL IN ADJACENT PLANTING AREA. 11 I I1 ��i 6. IRRIGATION PIPE PASSING IN AND OUT OF LINED WATER 1 (1)6" Sleeve l�J I i l 4 QUALITY FACILITIES SHALL BE PASSED THROUGH WATER TIGHT I I 11 i 1 .1 i 'PIPE BOOTS' GLUED TO AND ALLOWING PASSAGE THROUGH ` 1 _ 1 I IRRIGATION POINT OF IJI -1111 I "1 1 t FACILITY WATER PROOF LINERS. SEE CIVIL AND PLANTING l I. 1 r I CONNECTION ASSEMBLY 1 PLANS FOR WHICH PLANTERS ARE STORM WATER QUALITY 44.1-f (I/L201 ) i PLANTERS. • I I wl� 1 Y �(1 )4 Sleeve 1 7. PROVIDE DRIPPER LINE ZONES WITH AT LEAST (1 ) MANUAL I W L� _ i DRAIN AT LOW SPOT(S) AS NEEDED TO ALLOW FOR GRAVITY i 1 1 J J DRAINAGE OF EACH ENTRE ZONE. PROVIDE AN AIR RELIEF yi _ _ -_ _.,J VALVE (PER NETAFIM DETAIL) AT THE HIGH END OF EACH r / _ _ T' '" _ - - _ — - - id_ -� ZONE. (NOTE: NEITHER OF THESE ARE SHOWN ON THEPLAN. - �' W- Y 1 A 1C-71-7r T__ _ W .� .`- �{ ' ,y ��{ I��Wr _ z. �- W - (1 )6" Sleeve PROVIDE AND INDICATE LOCATION ON "AS-BUILT" DRAWINGS. i I /'PUBLIC W�Y,� - J t*_.,- ±. i SIDE OF Sleeved 1 " Sleeve (1 )6" Sleeve (1 )6" Sleeve (SEE SPECIFICATIONS OTHER REQUIREMENTS.) I SITE ( }fi (OFF-SITE (1 )6" Sleeve 2 ]JUNE 2018 SITE PERMIT PORTION) PRIVATE SIDE 1 24 MAY 2018 PROGRESS SEE OF I SEPARATE DEVELOPMENT Mark Hate Revision issue • ///.:/< . 1 I DRAWINGS. (ON-SITE Pro' ct Number Drawn b Checked b ■ ALL WORK ' PORTION) ■ � y y 1 PER CITY I 1 _ - - - _ 16761 3DP —STANDARD _ _ . - - - - All drawings and written material appearing herein constitute -HD E TA I LS - J the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. 1 1 I 02017 Hill Architects I 72nd APARTMENTS < ii < 1 1 I Ii 11 1 IRRIGATION PLAN L200 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 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 H TOP OF SOIL -..........+.......................,. .,. . TOPSOIIN L SETTLEMENT. DO NO DAMAGE GRAVEL CONC PAVERS AT EACH . + + , , . PIPE. FINISH GRADE (SOIL) 1. I CORNER. TOP OF LID TO -I11=11=11- =III=111=11!=114=1 DRIPPER LINE FINISH GRADE (SOIL): MULCH ABOVE AREAS MATCH SLOPE OF FINISH _ _ ,< -""' $1 HILL i=i�1=1�i- - �-ITI---ITI-ITI_- = 3"(MIN.) CLEARANCE BETWEEN « < <<,«"<• GRADE. -111-III- N E-111-E-111-1-11 - -i N .. ��<, . . r<.r��<� <Gi I I1=111=!11- 11=111= 11=111= =1, , I I 6 ROUND I R R I G. ,�� - <rs�<•. ,<<,<s��• ?; ♦ •�� of DRIPPER LINE: STAPLE TO HOLD .•.,,<., ,e.;.,e., , =111-TI-1 . 111-=111=111=1 11 I I- PIPE AND BETWEEN TWE E N PIPE AND a. �.•st•.s S <<s�<•� <s 1•E111--i-111-•=2-111:_ • VALVE BOX �$: %�i�l�ili■ i1IIII� �,�I, �� 4i ARCHITECTS _ 1=1 11=!11=1 I h G A L V STEEL J - _. 6,, 111=111-111E1lI-1II�11=111E111-11!_ �• - 1N PLACE -fir EDGE OF TRENCH. PROVIDE FOAM s -° -°O° <- ROUND VALVE BOX w OI �. el <, Am re. '°°O'. .0..1:°°°°°°°°°n°°°°°no°1I.S.. °°O L--44nk. 4I i=1 I I=1 I I=!I I=!I IIII=l I I=I 11= - 1= � ca e e �......:::.:::.::::..:::.:::.;�.-:::;,- " :.g �c�s*="°°� . ;,'4.,,,....•:-.4•4,4,4;4•44-1-1414.° �••: s"+ - — — — — _ — STAPLE: 1 " WIDE z ¢ w Ir I $ 1 •s: BLOCK TO PROVIDE SEPARATION • + 4 1■r;��o;,��oi< 4;ye • g AND SCHED. 40 PVC 1 7 5 0 BLANKENSHIP fZ O A D =1 11=111=111=1 11=1 I =1 I I_I I =I I I-1 I z w - _ 6" DIA. SCHED. 4 0 <«<,..<.,6,�.,�44 . -- - - - . BARBED DRIPPER LINE TO PVC oo < y4. , I=1 I i=1 I I-1 11=i 11=1 I I 11=1 11=III- cn BETWEEN, WHEN PIPE I S .< < o $ e _ • ACCESS PIPE SUITE 4 0 0 BY 5 --6 LONG; -1 '� ��>�"� �� :: � I PVC ACCESS PIPE << • <.. MAINLINE •� < :1 11-IIIIII-111-I f -III-111-III-II I-III w z CONNECTION <<; ;� <�. ' -i 11-1 I!-1 1=1 11 =1 11=1 11=1 11=1 I I- - - I Y ::;:::::::: >. ` 1= CROSSING, AND WHEN PIPE P E 4 .r 4s <"ft-s r4 36" O.C. MAX. "� w ¢ �. illi, �, ��• .�-!,,� �i',1�� .•40 u_ WEST LINN . OREGON 97068 111i1=111111=11 =1i1-1€1=til-III=11 ( ) r ¢ a m -1 • -1 :::;::::;:: :.: :::;::. ;:::: ` 1 SHARES SLEEVES. SET PIPE AT .. �..l «.... <<''',�< <`�--■ sr,. MANUAL DRAIN VALVE:=111=!l1=III=111=111=ill=III=1!!- AND ALL CHANGES o- �� PVC RISER AND FITTINGS I IT _ MANUAL DRAIN - ---'" ---iJrs� LATERAL PIPE OUT TEL 503 . 305 . 8033 FAX 503 . 305 . 80-4 :IIIIII1!1=111--11 -111--111=111=1 11--1 > �•� SAME LEVEL D O NOT STACK 4..,�.., �'�,;, ,<< „ -IIf=IIIIII—III—III—III=III -III- IN DIRECTIONS v 4� .1 ,:,--•: :: w 1i VALVE: 3/4" PVC "< ' ,,,, TO DRIPPER LINES PVC BALL VALVE i I 1II II 11=1 11=1rt11 =rt=1 I-101119 AND CURVES. �°E� I i-111111iiIIliI 11111 iIII11111i� IT 111�E�III LATERAL LINE ;IIH1I7111 W II TRACING WIRE BALL VALVE WITH -111, III{;,1 1;,11 FITTINGS AS SHOWN 12 X 12 PRE-CAST CONC. COMMON, CONTROL, AND PAVER AT THE BASE OF A DRIPPER LINE BURIAL 103 DRIPPER LINE & LATERAL No Scale LATERAL SPARE WIRE 18, M1N -DRAIN VALVES TO CONNECT To EACH DRAIN VALVE. P.O. Box 14676 ( ) BOTTOM SIDE OF PIPE (TYP.) SECURING No Scale PI0PE MAINLINE PIPE ( ) Portland, Oregon 97293 ■ MAINLINE, LATERAL , & TRENCHES @ CONTROL VALVE ASSEMBLY No Scale - f1,/ (503) 939-3547 No Scale METAL CAP TOP OF MUL H �1 - c PEDESTAL MOUNTED----- m PERCIVAL TOP OF SOIL LANDSCAPE perlandscape@gmail.com CONTROLLER: DOORw � N � // . FROM BUILDING ARCHITECTURE FACING TOWARD 6" DIA. SCHED. 40 PVC PIPE. CUT . L. CONCRETE BASE - =111=1 - _ AT BOTTOM TO PROVIDE 'PORT' FOR w c.G1STEigez m ROUTE 18" EXTRA1 = 1 1- . DRAIN LINE PIPE. PORT TO PROVIDE 2" CLEARANCE ABOVE AND 1 " • ? 74 COMPACTED FINISH SURFACE BOTTOM OF PAVEMENT SECTION FINISH SURFACE Z 1I- GRAVEL WIRE, NEATLY BUNDLED, CLEARANCE ON SIDES OF DRAIN LINE TRACING WIRE AND o z 1 1 /2" SS "MAG" NAIL _+ _ p '-',64,\',,,---- FOR ri UftCUNAL �s+ DIMS. ALL L WIRE FOR (2) SPARE w w FUTURE VALVES INTO (SURVEYORS NAIL): SET INTO - _ DRAIN LINE: " DIA. PVC PIPE; AT ,O A, ?� sZ PAVEMENT DIRECTLY ABOVE 11=111_111-lrii A _ _� �-_I LOW POINT OF MAINLINE AND c- G u 9 PED. DO} NOT HOOK UP m �l "'-I,_-E= Irl , - _ _ PE A� - DRIPPER LINE ONE LATERALS. FINISH GRAD > ,,,_...-,...,t �............................: - - = I= I i i Z :;;::.. ...:....:.. SLEEVE CENTER LINE �I I ..,..v..v.v.v.v..,...v.v.,.... — ■ TO CONTROLLER. - ¢ ::.:.;�:::_.:::: `..... .. .,.,.,,,,.------------------- - 1 1-1I-1 I I i ■ r.w -111 �I��COMPACTED SAND BACKFILL -•:::::::::-'•••••-•••••••-7:::::•••••••••'-'"••••_ DISTANCE FROM EDGE OF PAVEMENT ;1 i i 1 �� .�,._•x.. III .t • •• • •• . rw4* O _- Hi = Y.f..�..�..r..j:. MANUAL DRAIN VALVE: " BRASS 'ILI « e< <i vi ___ 95% MIN. DRY DENSITY 5 MIN III • • • • <<. . 44 TO EN VE. , 01.... r4: Avenue �««<„<i<, � •� � - . . , ri««�. < �l 1= D OF SLEE p �• • r• �• <i <i ., .�.«e<«< _ ,,u_ .. . . ..r... . BALL VALVE <I <I�N�: : .. • s�I. <I �I a.ira �i i ..... � � y-Y�Y�=•L.;iY: �� 4V vv ,avvv vvv v •vvv Cavvvvvdvvvvvvvvvv 1«44. L I- . .. ...................................... . ...L.1........................... - O<�.�<� avvvvvvvvv vvv • vvw vvvvvavavvvvvvvvvv �p�E<�y T �,«<► vvvvvvvvvvvvvv. v . vv v�vvvvvvovvvvvvvvvvv .«e<e �O ;i - �. TRACING WIRE \ _ e-^^' vvv � oD v v � � � -� � �1] — I I---- 13E- -7. '%= �.,. .-,.'�`--.3' 1 _�i1.1.141/101.•"2 ;.�T;�T LrT�r:•%=Y:L ........ . .. ...... . . _ 1- _ __ - o _ ��:�:�,.r:.r� PVC NIPPLES AND ELBOW. w 1=i=111=��=��-_'�Pi 11=11 1 ��fi=�1=1�1�=1�i=i�-lli- er � ~ I APartMentS -�II-111-�II-111-111 II-111_ I III 11111-1II-I 1 I-1!I-III-111-1 � o =I�� I= .............................. ........... � ¢ _ .-.Y.r.-.r: I1-- LI SCHEDULE 40 SLEEVE =1 11=111=!111 I I=1 I E= I-III1 1=#111 I - 1 I I-1 111 I - � Ill-- --411,;31.',,-- �---� � .� �r�r_�r..I III= 1!=III= l l=l l !I !iTl —!11-11'- -111,--i. (SIZE INDICATED) 0 — ��asvi:r.r - 11-1 _ COMPACTED SUBGRADE _ II- m __ ,r,44,..40,...0.„0,40444:40FABRIC WRAPPED DRAIN SUMP. FILL io _ _ _ _ =1 I 1-i 11-1 I I _w_�= 111 � �. II- ' — Z PROVIDE TEMPORARY CAP TO KEEP SLEEVECLEAR - —r ��I i��-�� o - _ _ 11_ 11_ -11=111=1 i=l _I� CONDUIT FOR POWER SUPPLY I—� i� EXCAVATE AT LEAST 3" DEEPER E WITH CLEAN PEA GRAVEL o 11720 SW 72nd Avenue 11 =I1^I-111-111-111 E I - 1-111_11' "' AND TEMPORARY STAKE TO MARKE ENDS UNTIL TI I I • ._ =111-11=111-1 r 1=1' WIRING ND IN AREAS OF ROCKY SOILS II-III_Ti : - CONDUIT FOR COMMON 3" Mi AND FILL WITH COMPACTED SAND PIPE AND WIRE INSTALLED WITHIN. REMOVE WHEN 12" DIA. AND CONTROL WIRING BELOW SLEEVE. INSTALLING ITEMS WITHIN. (MIN.) 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 INSTALL FINISH GRADE GRADE IN BEDS. TO BUILDING ASSEMBLY IN 7 SAME CONCRETE • N ,I` t' . v #4 REBAR: 24" LONG; PRESSURE REDUCING UNDERGROUND — I��, SECURE TO QUICK VALVE UTILITY BLOCK WITH FLUSH '`' E s f# COUPLER WITH IRRIGATION SUPPLY WALKABLE METAL .� o I�� SS SCREW TIGHTENING „ -/ 0 Z 0 0: oK-0• sir BAND CLAMP LINE (1 ") LID (PER CIVIL) 0 0m r Aa °04° V' oo - ►�• i noo O1, 000:1. ,o Qoaic 2X4X8 BRICK: (4) BRASS BALL VALVE a; ■ $$ 000• : oo.•C$ PER BOX; (1 ") ,e owo �o�o 000.4. ■ -_-: °�'- •• �'°"'°•°.4 SCHED. 80 PVC NIPPLE ��w��.�.��.�f�O TO IRRIGATION - Atwl.I►-w� .�I� �. .e•. SYSTEM / I rtiti��- 1 " SCHED. 80 PVC ��• �,�,�,�,,��, SWING JOINT ASSEMBLY WATER METER (SEE ��' PEA GRAVEL CIVIL) MAINLINE PIPE ' co 0 CONTROLLER No Scale 0 POINT OF CONNECTION No Scale oi 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. 02017 Hill Architects Q d 72nd APARTMENTS IRRIGATION DETAILS L201 8 ■ 7 ■ 6 • 5 ■ 4 ■ 3 • 2 • 1 8 • 7 N 6 • 5 • 4 • 3 • 2 • 1 EXISTING TREE TO BE PRESERVED AND PLANT MATERIAL LEGEND PROTECTED PER CITY REQUIREMENTS (TYP.) symbol tag common name / botanical name: size; comments; and (quantity) i-' EXISTING TREE CANOPY (TYP.) 41" �..ASPEN / POPULUS TREMULOIDES: 2" CALIPER; (8) HILL CHINESE WITCH HAZEL HAMAMELIS MOLLIS: YELLOW / FLOWERING ONLY; 5' TALL; 2 ARCHITECT5 .� 6' TALL CEDAR 1 " ( ) WOOD FENCE , , 1750 BLANKENSHIP ROAD •4r • J SUITE 400 u- ( �� ` ik 1 "Es7k (R' 1 j ipiiik.. ,111 , -� /1 ' \.�\a\ab,�\/k "- W15T LJNN . OEZEGGN 97063 dip ` i �� ) %:46.41•,* IM./41F4 VIII g OREGON WHITE OAK QUERCUS GARRYANA: 3" CALIPER; TELW 50E . 105 . sa FAX 50 . X05 . 8014 * - • ri :•,••,-3:1 hiiraribadileer,..:;. 11491V ± NA ` yid ,.: - _ ' ° v sktaw , 4+fre X �_ 0 (5) •0.„ - 1° b °°°too.�°�,,g%k '0000000 °°0-K, -*':. 111 - , - - dam`'-° ° : 7.,/.e4i o00000� P.O, Box 14676 � o�" �' r :a ; �ll moi/ Portland, Oregon 97293 �.� ri (60)SSEDGE • oaf \\ (11 }SSEDGE °•;;� ' TUPELO / NYSSA SYLVATiCA: ■ o°°..+ \ ! (11 }SORUSH (15)BCAMAS ° � 10 STRAIGHT SINGLE TRUNK; >°golP —� ..� J (503) 939-3547 • "' (12}BCAMAS I 1 '` ' i (14)SSEDGE• '"sem, 2" CALIPER; (2) 1 ':• « (14)SORUSH .w: b;_ I -- - _ 4) PERCIVAL perlandscape@gmail,com «« .. It \ N, 12 BCAMAS - LANDSCAPE •+« . { ) (48)SORUSH :,,�, I1) �� ARCHITECTURE '«!« \ 1\I (48)SSEDGE '._ la;":�*�� I V _ ::W:• o;` ► VINE MAPLE ACER CIRCINATUM: MULTI--TRUNKED; THREE 2" CALIPER (20)BCAMAS / .•,�; d �� / W �� (44)SSEDGE •:•'• ;s 3,d111 wh TRUNKS {MIN.); 8' HT X 6' SPREAD; (14) w �G15TER�,Ia(44)SORU SH `y` '9-l' . I • - Jt\•rti - i. (15)BCAMAS •.... a ,� (--- �i til..!F: ..,.� 4! 0 r" JOE PERCIVAL f-4 0000'': �� d OREGON A. °o J. •(34)SSEDGE I s ti ' -Z. {21 }SORUSH ' C`�PE �41Cs ',r«�.'= (10)BCAMAS ,'«�,'�_ '. � :� ' II , • ZELKOVA / ZELKOVA S. 'GREEN VASE': 3" CALIPER; � -_:;01,41,.:,, • { ) :*:• opo eiv °° 72nd Avenue • °°,.s - .a-:i: / .. / : ,.._ ___F. ::,-7, y• .«- � (27)CRPBRM I Apartments -00,0.:: « s I '0 000.71 .: «`•°•:s av .—.—. (81 }SORUSH (24)CRPBRM ` ��\ e BMON BLACK MONDO GRASS / OPHIOPOGON PLANISCAPUS NIGRESCENS ap.000L / (81 )SSEDGE "= o; �; 1 GALLON; (34) 11720 SW 72nd Avenue (49)SSEDGE ;°°-.: ©Q�-0Qori.-7,; .--• o .4*. .\ ' r �/\ ®DAVD DAVID VIBURNUM / VIBURNUM DAVIDII: 30"X30"X30" HT. MIN.; (22) (20)BCAMAS ....r,,..: ; S4c.'-r1 ± .1 �r 11NO .•:. « « ° / ® DDOG DWARF REDTWIG DOGWOOD / CORNUS SERICEA KELSEYI : 1 GALLON; (199) • ,....., ( . . . " (42)SORUSH Xa.• V I •«w«,' •„ •.•* .: 1\ �~ `�! Tigard , Oregon 97232 '*C� I *:�: HAML HAMELN FOUNTAIN GRASS / PENNISETUM AL. 'HAMELN': 1 GALLON; (49) No°Ad , ____4„,.../0 . ( ) For: 72nd Avenue Property, LLC i . N 0 TH "" .}�+ °° NAND HEAVENLY BAMBOO / NANDINA DOMESTICA: 5 GALLON (36" HT. MIN.), (58)SORUSH . � I THIS WIDTH SHOULD BE 3 I (58)SSEDGE =: o°° FOLIAGE FROM TOP TO BOTTOM; MINIMUM OF (3) CANES; (29) -�- 0' 5' 10' 20 FT. (22)BCAMAS ' ?,;r , ,* • ØORGP OREGON GRAPE / MAHONIA AQUIFOLIUM: 36" HT.; FULL FOLIAGE ; (32) IM r (29)SSEDGE �i.., \ CO «.-'•°• ( RHDY RHODODENDRON 'JEAN MARIE D.M.': 36"X36", FULL FOLIAGE; (1 ) :(0g 1 • do (10)BCAMAS .7S C A LE «« . (27)SORUSH • • (54)SORUSH ib.:1:AI 0 1) O■ SARC / SARCOCOCCA RUSCIFOLIA: 2 GALLON; (28) 1 7 . , „... ,« LI (54)SSEDGE o 78 1 (21 )BCAMAS /v. ( �� «•} a • ;•i•«•, • i•«•, • «•«•:'.SORUSH SOFT RUSH / JUNCUS EFFUSUS: GALLON; MIN. OF 115 ��. ; boat .._�.., �• • PLANTS PER 100 S.F. (12" O.C. - TRIANGULAR SPACING) ° I • • '-'-'-'-'±'±'±'�'-`• �`�'-'}'�'�'• (630) I / (13)SORUSH o � { x ° 0 0 0 0 0 0 0 0 0 - 4e,:$0..ell; «y*' w I ° ° ° ° ° ° ° ° ° ° SSEDGE SLOUGH SEDGE / CAREX OBNUPTA: i GALLON; MIN. ° 't o o� 0 0 0 0 0 0 ° ° o 0 �q° :10 E / (13)SSEDGE ° " I D0-000-0-00.-000-.0.0 J"o-� o o w • (12" (24)SSEDGE ° ° (70)SSEDGE (10)BCAMAS ` :• g• r i „,,....00.0.0.0.0.0.0.0. OF 115 PLANTS PER 100 S.F. O.C. - TRIANGULAR 2%.;Z: ,•«':°°'� ) 0000000000 00000(10)BCAMAS ��.�- /r(20) AMAS /i- 4o)soRUsH ''° (26)SORUSH• 1 AA ::.:•:+g (13)SORUSH ;°;.- • 0 ° ° SPACING} (631 ) I :w: (10)BCAMAS (42)SSEDGE / ' + - (20)BCAMAS 0 _«'«• �% /1(54)SORUSH (15}BCAMAS ` ' °= ! 0 .f (84)SORUSHrrv�Tir'rw� � X 1I�\I�\I\I. �PU:LIC t • ' ,� (24)CRPBRM fes. ""^ ,'•� �S'+�F . ice! wr ilk ,��_ ,,rrf- .�;...�� y” BCAMAS COMMON (BLUE) CAMAS / CAMASSIA QUAMASH: —SIDE OF =, / 1i��.. „, 1 w�/ �/ NO HATCH � . - �� . '� \ I' iaik NI « « « • + �`� k oO.�! GALLON; PROVIDE QUANTITY IN INDICATED PLANTERS. o ;..40o4„.7..� SITE '8 ° r� - - «•• ro, ��% iiii, ;�p ;°�°, ///��;., I / °o° �, •,o°o°11117-t! Met!•: *;::::.:\► 11: *'�`*; • ►.. PATTERN INSTALL EVENLY SPREAD THROUGHOUT PLANTER. THESE OFF-SITE °• °° : �.�� ;, . . . . k ( °0°� 1'°°•' �. .� . $ *. « ,,.� ( O O • ° ` y 1' �':•:•7:• ♦« 1 ole n • , • .� r',Ii., b ClP•-'h-A�� .'w•-�� f « � , `•r �` 1\!r'rr.i►7ll:rr�IVa'\r\ I911iI\ •1:II�Ir'ir'Ifi.�\•\I�rf; ��.�,';�� m �F'ORTION °°•;-° ,. ° `*'»• ��ii , I } ....��.- •� *��'�� r:: :•'•`'�"'�'' r. jf� ARE IN ADDITION TO THE STORM WATER PLANTS me= mim �Ir1\rvI\!r 'Ir••�rA/l.'i/111f:+E\If:7r •��,Ir'/rlfi•f�'Ii'1VIr•1�1!"�\'!r r•��•� _%L\vJ\1,�7/j1C,',fI \/�mJ�iI:\'1.��!_./�f1�Rl�l��h�li\V.\Iwf!If�I�\/\1J60i �Si �� `._ / `'-�`' I � REQUIRED AND ARE TO BE PLANTED IN BETWEEN THE —SEE — \ _ /, `�� _-=-�_w- , SEPARATE N' INDICATED REQUIRED PLANTS ABOVE.) (282) DRAWINGS.-- A.../ 2 7 JUNE 2018 SITE PERMIT ALL WORK_ / CRPBRM CREEPING BRAMBLE / RUBUS PENTALOBUS: 4" POTS; PER CITY PORIVATE SIDE \ 24"0.C. (TRIANGULAR SPACING) (75) 1 24 MAY 2018 PROGRESS STANDARD DEVELOPMENT Mark Date Revision/Issue DETAILS ON-SITE { / (NOTE: THE ABOVE LISTED FORBS/HERBACEOUS PLANTS ARE FROM THE "CLEAN WATER • ■ Project Number Drawn by Checked by PORTION SERVICES" PLANT LIST (APPENDIX "A") AND ARE THE SIZE AND QUANTITY 16761 JDP REQUIRED 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 Hilt Architects 72nd APARTMENTS LI II PLANTING PLAN , L300 8 0 7 • 6 • 5 • 4 • 3 • 2 • 1 1 � 2 I - 3 4 1 5 1 6 I 7 1 1 _ - 4IP , , ' 1 � r s CC o � Q . 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M . . . . - , - . . • I. �:. .. I, r, i'. .. I. e. .. I. I. .. 0.3 1.3 1.4 1.4 1.4 1.3 0.3 ..3 ..3 1.3 1.3 ..3 1.4 a N. !IF >i off I 77//Y/////7 - a f Z / / 1 I N / / 1 r� / / / / w //// / w / /////////I - 0 10' 20' CONTRACTOR NOTE: SHEET TITLE II PROGRESS PRINT ALBELVERIFEDGUTILITIES HORZONTALLYOWN ON PLANS ARE TO AND VERTCAL Y PRIOR SITE PHOTOMETRICS SITE PHOTOMETRICS PLAN PLAN • (NOT FOR CONSTRUCTION ) INCLUDING OBURIEDCUaNITIESLARESSIHOWNEAAs RES UNDERGROUND SERVICE ALERT INDICATED ON RECORD MAPS AND SURVEYS ONE-CALL NUMBER THESE DRAWINGS HAVE BEEN RELEASED AT THE FURNISHED BY OTHERS. WE ASSUME NO LIABILITY � REQUEST OF THE CLIENT AND ARE NOT INTENDED FOR FOR THE ACCURACY OF THOSE RECORDS AND I, I�� 1 I - - SHEET NO. __ THE PURPOSES OF BIDDING, PERMITTING, OR SURVEYS. CONTACT THE UTILITY OWNER/AGENCY CONSTRUCTION. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN . CALL TWO BUSINESS DAYS r` V O Z BEFORE YOU DIG • AREAS CRITICAL TO CONSTRUCTION. 1 ) D-0 i c- - c) 0 o ) It III■�111� _ _ — _ - -_ _ SII _ ■ L... __ -- 11 111 IIID 1 - - _. I I - I — I — IIII III — - (0 J OFFICE COPY I¢— w 0 REVISION . w0z a Q w F- 0 RAP ELEMENT FOUNDATION CONSTRUCTION NOTES N z t��t �# `cigar N Z 1. RAP ELEMENT LAYOUT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR (GC). GEOPIER ELEMENT SHALL BE INSTALLED IN THE FIELD WITHIN ;a . a• a •. d . FOOTINGS TO BE Ap ; ved Plans SUPPORTED BY F'^ 6-INCHES OF LOCATION SHOWN ON THESE PLANS. r. GEOPIER ELEMENTS. B Date �`I.�.L1 ' 0 2. A QUALIFIED, FULL-TIME QUALITY CONTROL (QC) REPRESENTATIVE PROVIDED BY THE RAP INSTALLER (THE INSTALLER) SHALL BE RESPONSIBLE :.:a,;r-.:<:o,* •. ' 6 D FOR INSTALLATION OF THE RAP ELEMENTS IN ACCORDANCE WITH THE DESIGN, AND SHALL REPORT ALL GEOPIER FOUNDATION CONSTRUCTION '''.....4v: .':•:...:6"....7,;, ACTIVITIES TO THE DESIGNER. IF AUTHORIZED BY THE OWNER, THE QC REPRESENTATIVE SHALL COORDINATE QC ACTIVITIES WITH THE TESTING l`v" ..0.:.;: :.;Q;.`� -"'`' ' `' .. e • •• • . ' i co AGENCY HIRED BY THE OWNER. UNDER NO CIRCUMSTANCES SHALL THE TESTING AGENCY DIRECT RAP INSTALLATION PROCEDURES. ,,/ • E ;Y:o!_:•Q;�l SPREAD FOOTINGS TO BE Z I UNLESS OTHERWISE APPROVED IN WRITING BY THE DESIGNER: 24" TYP.,/ '• '-' kk•. SUPPORTED BY GEOPIER [..,, '-O~ '. .• • ••:••'? , .' :•.•' ••, �_—,3, RAP ELEMENTS SHALL BE BASED ON THE FOLLOWING CR TERIA t . • .�_ LIMITS OF DISTURBANCE ADJACENT0 THAN THE DEPTHS SHOWN ON THE PLANS. COMPACTED `z'•� " SEE SHOP 2'-611 EXCAVATIONS MUST BE OUTSIDE 0 A. RAP ELEMENTS SHALL BE WITHIN 3 INCHES OR DEEPER ELEMENTS. �—� -�--- - ?.' -�- •„' <'�'°'- DRAWINGS FOR GEOPIER + + + + + +• °'J•”.; .. 4 + ,,8 ''y'°�' + + + B. AVERAGE COMPACTED UFT THICKNESS DURING EACH DAYS PRODUCTION SHALL BE APPROXIMATELY 24 INCHES. • •• •'' "' ar• .� a' THIS ZONE. IF THIS IS NOT THE CL •Y:o 4 + + + + + , o;. t + + a�;:.." + + + w REQUIREMENTS /++++++++ + +,7,..:4.41.;,:.; 4 + .,:,:!,..*:74:. + + + +\� CASE THE DESIGNER MUST BE C. A CST SHALL BE PERFORMED ON THE FIRST FIVE RAP INSTALLED, RESULTS OF THE INITIAL CST SHOULD BE PROVIDED TO THE :a : <'4:. 1 + + . + + + • �: ., + + + + a. DESIGNER FOR REVIEW AND ESTABUSHMENT OF ACCEPTANCE CRITERIA AND FREQUENCY OF CST. THE FREQUENCY OF CST MAY VARY +.1-...4..,..f.;.:,`„°..:!;•ii:.- ..-: \, 1 NOTIFIED. ON NOLESS THAN 10% OF PRODUCTION RAP. • ,”,' . t++++++++++++ . + + +t� I. •• + + + + + DEPENDING ON THE SOIL CONDITIONS; HOWEVER, CST SHALL BE PERFORMED •M';a.. 20" DIA. GEOPIER 2 r D. RAP ELEMENT AGGREGATE SHALL CONSIST OF TYPE I GRADE B IN GENERAL ACCORDANCE WITH ASTM D-1241-68, OR APPROVED BY ELEMENT U.N.O. r+ GEOPIER DESIGNER AND SUCCESSFULLY USED IN THE MODULUS TEST. • `'a .'''.:•.:,..:•.?„• /+ + + + + + + +•=°'r._,• •,t,� + + .,•;0.!"y + + + + + + 4, WHEN OBSTRUCTIONS ARE ENCOUNTERED THAT CANNOT BE REMOVED WITH CONVENTIONAL RAP INSTALLATION EQUIPMENT THE GC SHALL BE •:. 'i + + + + + + + RESPONSIBLE FOR REMOVING THE OBSTRUCTIONS. IF THE GC DOES NOT DO SO IN A TIMELY MANNER THAT DOES NOT INTERRUPT RAP °"•.".:' ' * GEOPIER ELEMENTS TO BE INSTALLED TO 25 /+ + + + + +4.+ +4.+.4.:s..°..47:::: :;;;.4/:.; + + ;� : .y'°- + + +4.+ + + + + + :a.}"c<'�:•• + + + + + + + + ` ...;':.6:':** + + + •'�: .:'; ,'.'• • + + + + + + + + + 1 PRODUCTION, THE INSTALLER MAY REMOVE OBSTRUCTION(S) AND SHALL BE REIMBURSED FOR COSTS INCURRED, INCLUDING LABOR, EQUIPMENT, ;4:!..c a�,� FEET OR REFUSAL, WHICHEVER IS MET FIRST. xC, .,..�,. • �.;�;y. Y . /+ + + + + + + + +. + + , .�.• : + + + + + + + + + + AND MATERIALS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED BELOW THE DESIGN BOTTOM OF FOOTING ELEVATION THE OBSTRUCTION --...:.•• " REFUSAL IS CONSIDERED LESS THAN 6 INCHES + + + + + + + + + _ � �':,,+ + + '•fib ��` .-• + + + + + + + + + + SHALL BE REMOVED AS OUTLINED ABOVE, THE RESULTING EXCAVATION SHALL THEN BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH , `'' ' .'r •• . .: : OF MANDREL ADVANCEMENT IN 30 SECONDS, ,� + + + + + + + + + :t'..„°r + + + : "' ;_;tA,-..+THE OWNER'S TESTING AGENCY AND THE COMPACTION TEST RESULTS SHALL "'� .R '...'. 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