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8875 SW OAK STREET r r REVISION C1-(Y pF i IGAVW UILDQ t4G UIVIsiGN i7EVISiONS OAK STREET CONDOMINIUM ,, Nv V� NIJ, �Ir.� ��J�!~U�NG _. 7/Z S/Oro _ w orefs PUBLIC IMPROVEMEN Sv. l_ehrnen St MP�zclpt Cnitrlty ' v`� tilPRik y` Svd COCA) St r G la e X o£OREGO�Z� r Sw Locust St N �' 1 07, \�0 CD CUS GENERAL NOTES 7 l GA ARD OREGON + a : .._..-. 5w D lfl4o .f�St__._ RENEWAL DATE 12/31/07 I. The permit holder must comply with all appl ---ab- visions of federal and 20. Oregon law requires following the rules adopted by the Oregon Utility p state law,the'Tigard Municipal Code,and the terms of any agreement with the Notification Center. Said rules are set forth in OAR 952-001;0010 through PI�OJEV T L O k_//_1T/0N - Sk' Oak �� l City of Tigard regarding work to be done pursuant to this permit. OAR 952-001-0080.Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules,contact the r ~- I 2. The City's standard specification for traffic control is Manual on Uniform Center. NOTE: Damage to utilities shall be corrected at the permit holders , _-__ �0 4_5t ___ Traffic Control 'Devices for Streets and Idighways", U.S. Dept• of expense. APPENDIX F- General Notes - Grading Plan Permits ROAD SECTION-ASPHALT i' 1 21. EMENT. .a - C* `-� `i'ram rtation, FHWA.,2003 Ed. % ' _$W s� UCg-rpt � :Minimum percent compaction required 92/o i ��,. _. 21. Contractor must verify all existing utilities for both vertical elevation and I. This grading permit is not to be construed as final approval of site grading, t .�' P horizontal location prior to start of work(pothole before digging if necessary). embankment or structural fill work; it mere) provides for initiation of work dy" Sw�T St _ l� 3. f+afTic control shall be provided for by the contractor in accordance with the p gg g ry Y P 'fest method required to determine maximum density t)SHD TM 306 Sw Lon . .,tilt mit l -�!01 City s standard specifications and,also, in accordance with a Pity Qob Should conflicts arise and redesign or relocation of facilities be necessary, it and is subject to change pending City approval of the entire construction- 1 a - �5w$tdVe St p r specific)approved traffic control plan. A copy of the approved traffic control shall be done at the rmit holder's expense.Chan ss must be approved b development Ian set. • ! pe Pe E P! Y P P Frequency ofdensity testing of aggregate base 5 tests minimum .y plan shall be available at the work area. the City in advance of work performance. Contractor shall coordinate the Average density I ��f � •+ work with affected utility agencies. 2. Spreading of mud or debris upon any public road is prohibited.The City may ,M Sw NoVtki DiAkOtEl "*t Gtrrt•ntngq___...1____ I A IA 4. Public roadway shall not be closed to traffic,at any time,without having first order stoppage of work to effect corrective action,at any time. Full time inspectitin or spot checking of compaction Spot obtained written approval from the City Engineer. The permit holder is 22• A temporary hard-surface patch(Cold Mix A.C. or Mot Mix base paving) Groton I �ffle 5 responsible for provision of timely noti0 cc fication of traffic flow disruptions to shall be placed on trenches within roadways at the end of each days work. No 3. Effective erosion control,dust control,and drainage control is required at all UTILITY "TRENC'H BACKFILL: (Beneath pavement or sidewalk) t:. I I -��]AA + - Q area wide Emergency Services(Tigard Police Dept.,Tualatin Fire & Rescue) trench,on site or off-site,shall be left at any time in an un-safe condition. The times. The City may order stoppage of work to effect corrective action,at any and to Tri-Met and Tigard School District and other service providers. permit holder is responsible fur and is liable for hazards or damage resulting time. Minim�un percent compaction required for bedding 90% {� -'~�-.._1-ti j 4 5. Advance warning of imminent traffic disruption shall be provided to the from the prosecution of the work. 4. Embankments or structural fills for roadway construction or fills to be Minimum percent compaction required for pipe zone 90% VICINITY MAP CCU general motoring public by placement of an advanced notification sign at each a constructed on buildable lots shall be constructed form excavated materials SCALE APPRC)X I" = 909' qq 23. Work provided ,or under the permit shall include repair of.xisting facilities o end of the construction area at least 72 hours before initiation of construction (roads,ditches, etc.)as may be necessary, in the City Inspector's opinion,to acceptable to the soils engineer and shall be brought to grade in lifts not to Minimum percent compaction required above pipe zone 95% a Werk' overcome deterioration or damage which occurred in conjunction with the exceed 8" loose measure. Each lift shall be compacted to 90 percent of maximum density as obtained b AASTHO T-180 compaction lest. 'Test method required to determine maximum density T-99 6. Access to existing properties:hall be maintained at all tithes, including; work authorized by the permit.Corrective work shall be done at the permit Y Y P' UJ id normal delivery service and mall service and if not,shall be cause For work hoers expense. Different Requirement for PVC No UJ 5. Structural fills shall comply with Appendix Chapter 33 of the Uniform stoppage until effective access is established. Building Code.Construction on existing slopes greater that 5:1 shall be PROJECT LOCATION 24. One as-built Inylar drawing showing all new public improvements, including In landscape area 85% 7. Traffic control devices, flag arsons,etc.,shall he in lace prior to initiation sny revision made to the previously approved construction plans and,also, achieved by benching into the existing back a minimum of ten feet. If the P g P P P bench exposes sand soil an underdrain must be;provided. The underdrain, if 887,5 & 891 1 SW OAK STREET of construction work and shall be efTectively maintained. any improvement which may impact an existing public system or facility. ADDI'T'IONAL INFORMATION/COM:dENTS: shall be provided to the City by a registered civil engineer along with an required, will be constructed by installing nonwoven filter fabric,equivalent TIGARD, OR Q 8. Pursuant to Tigard Municipal Code Section 7.40.180,work is permitted engineer's certification of installation compliance(form attached). to Exxon GTF 12500, along the bottom of the starting bench,then placing asix inch layer of 1!/:"-'/,"drain rock,and finally covering the drain rock with 'When using nuclear gauge,two readings at each site,the second between the hours of 7:00 a.m. to 7:00 p.m. daily unless otherwise authorizedthe nonwoven filter fabric. Successive benches will be constructed with at right angles to the. first. The two readings will be averaged to APDL !CANT by the City Manager. 25. A sewer system air-test and(V.H.S,)T.V. test report and one set of blueline vertical full between two to five feet and be compacted in layers not to exceed obtain test density. "As-Builts"(of either or both the stoat and sanitary seller system)shall be 8 inches. Each 8-inch layer shall be compacted to a minimum of 90 percent ICON ARCHITECT(JRE/ PLANNING WC. 9. Hours of coo vection work on collector and arterial roads will be limited to required by the City for review and approval prior to co,tnection of any AASHTO T-180 density.The fill slopes shall not exceed 2:1 at finish grade. �- � ! � 9:00 a.m.-3:00 p.m. unless authorized by the City Engineer. No work will be buildings to the sewer system. No rock or similar material exceeding a 12-inch diameter shall finish allowed in 972,E SW BEAVERTON HILLSDALE H✓VY. SUITE 2 l UE permitted on collector and arterial roads between 3:30 p.m. and 9:00 a.m. the structural fill. BEAVERT ON, OR. 9-,'005 unless authorized by the City Engineer. 26. The permit holder's Engineer/Inspector shall submit daily Inspection reports, on a weekly basis,to the City's Inspector.(ser Developer-Engineer 6. The geotechnical engineer for structural fill shall be notified 24 hours it-, Benchmark DEVELOPER/ OWNER 10. Minimum travel lane width shall he twelve(12) feet;pedestrian travel shall „greement Note k5.) advance,by the contractor,of starting benchwork to determine the need furan also be provided for. ELEVATIONS ARE ON WASHINGTON COUNTY DATUM FROM COUNTY BENCH 27. The City's inspector may,at his discretion,require provision of tests and or underdrain layer and to verify existing conditions. MARK NO. 36, n BR4SS DISK 75 FEET WESTERLY OF THE INTERSECTION OF OAK STREET TOWNHOMES, LLC reports fr,)m the permit holder,permit holder's engineer or contractor to 7, The Cit -hall be provided with a co of the geotechnical engineer's SW HALL BLVD. AND SW OAK STREET WITH A NGVD 29 ELEVATION OF 169.85 JIM STANDRI NG 11. The City and the County reserve the right to add or to modify traffic control y P PY g g FEET. (C. O. T. #271 B M) , , A requirements as may be necessary 1r)effectively control traffic and to assure validate claims ll material or construction adequacy/compliance.expense. Such report/mcommendation changes. 127630 SVti 63TH AVE, SUiTE 400 lrAolic safety. tests/reports shall be provided at the permit ho,der s expense. 28. The permit holds shat{ provide a copy of a properly executed "..,ease and 8. If sVrings or ground water are encountered during construction, the contractor TIGARD, OR shall motif the soils and civil engineers of the conditions found and 12. Before initiating any construction activity,the permit holder shall contact Waiver document to the City for each ownership disturbed by construction Y g requirements as may be r--cessary to effectively control traffic and to assure activity,as evidence of disturbance resolution and owner satisfaction. coordinate his activities in it manner that will allow the engineers time t"1 PROPERTY DESCRIPTION: public safety review the situation and prepare a plan to properly mitigate the water TAX LOTS 3800 - 3901 29. Existing monuments, property corners,and survey markeri shall be protected. encountered. 13. The permit holder or his contractor shall notify the City's inspector, (MAP NO 1 S 135AA) Replacement shall be at the pcnnit holder's expense. J M.-ke White at 503/6394171 twenty-four(24)hours prior to 9. The contractor shall have the soils engineer take compaction tests. A commencing work,twenty-four(24)hours prior to any stayed inspection(see 30. The Engineer shall notify.ne City of Tigard when the initial and final lift of' minimum of three tests will he required for each 2 feet of fill. attached listing)and after completing work covered by the permit. ;.sphalt have been places.. DISI CN ENG I NEER l S ION I 10. Excavator must comply with URS 737.541 through 757.571 (utility pre- LEON CUSHiNG ASSOCIATES �- �•J 14. A copy of the permit and all attachments,and a copy of the appruved 31. The permit holder shall provide to the City inspector, in writing,the names notification,etc.). construction plan and all amendments shall be available at the work area. All and 24 hour emergency telephone number of two(2)persons who have CIVIL ENGINEERS UJ work shall conform to the permit terms,conditions and provisions and to the authority to resolve problems,take corrective action and, in general,will be City's standards and specifications and to thes-General Conditions.Changes responsible in case of any emergency.The permit holder shall notify the City APPENDIX G - Compaction Requirements 6665 SW HAMPTON STREET, to any of the aforesaid must be approved by the City, in advance of work inspector, in writing,of any/all assignment changes. SUITE- 101 CYTX OF TiGA IM performanc.,. STRUCTURAL LOT FILL: 32. The permit holder shall cause his contractor to provide to the City Inspector, '� A marc! .,. �v t�.lt.. PORTLAND, OR 97�2� ' •• -•••• ['°4 15. Maintenance of the work arca and approach roads is the responsibility of the Ccc I.0 icl if),: 1pprpvst!„•• ( ) Q PP Po Y in writing,the name and 24 hour emergency telephone number of designated Minimum percent compaction required 9U% ' 8+ - g Y P K 1� ' pa 1 Ser t.cuct tfi: I allow-,,,•.,.,•� � ( 1 40 permit holder.The work area and approach roads sh%II be maintained in a "Competent Person"responsible for construction safely as per OR-OSHA, �Il,, .hod i clean condition, free from obstructions and ha7a-ds. A copy of the permit Chap.437,Div. 3 Construction, Sub-division P-Excavations.The contractor Test method required to determine maximum density T-180 SHEET INDEX I "`j1101" ' }�,+ f �1 J!-ZaZt7 holder's Certificate of Insurance shall tic available at the work at shall notify the City inspector ofany/a{1 assignment cLaiges. �f s��/t� Frequency of density testing in lots 8" lifts 3 test for each Fir-A _ _ 16. the spreadingt of mud or deans or storage of materials or equipment of any 33. It is the sole responsibility of the permit holder to provide for the proper right- 2 feet of fill C-1 COVER SHEET AND GENERAL NOTt Kind upon any public roadway is strictly prohibited and violated shall be cause of-entry and/or easements prior to starting work. Proof of right-of-entry or C-1 A GENERAL NOTES CONT. 1 7 / 30 6 for immediate cancellation of the permit. the City may at any time order properly executed easements,shall be provided to the City. The City shall in ROAD SECTION- EMBANKMENT: immediate clean-up and stoppage of work t•:•accomplish clean-up. no way be consinred to be liable for the permit holder's failure to obtain or C SITE DIMENSION PLAN 17. EiTective erosion control is required. Erosion control devices must be provide for proof of right-of-entry or easements. Minimum percent compaction mquired 90%below 3'of subgrade C-3 EROSION CONTROL PLAN OFFICE COPY 95%within 3' of subgrade _ _ ihstalied and maintained meeting the D.E.Q. requirements.The City may at 34. Before placement of the final lift of asphalt,the permit holder shall clean and C-4 ONS�1 E GRADING PLAN • any time order LorTective action and stoppage of work to accomplish effective have the City complete a pre-acceptance video inspection of all new sewer Test method required to determine inaximum density T-99 or T-180 erosion control. lines.The permit holder shall provide the City with 30 days of notice fbr the C-5 ONSiTE STREET AND STORM PLAN Don Cushing Associates video inspection. Any deficiencies Shall be repaired before placement of final Free lency of density testing of embankment 8"lifts 3 tests for C-6 ONSITE SANITARY SEWER AND WATER PLAN Civil Engineers 18. Property disturbed by construction activity shall he seeded with a standard grass mix;shrubs, flowers, bark dust,existing signs,pavement markings, lift. each 2'of embarkment C-7 OAK STREET PUBLIC' IMPROVEMENTS PLAN/PROFILE 6665 SW Hampton ST. mailboxes,etc. shalt be reestablished, reinstalled or replaced, with like kind 35. (PRIVATE SYS'TEMS)'The Developer shall maintain the water quality ROAD SECTION--SUBGRADE: C-8 OAK WAY PUBLIC IMPROVEMENTS (ALLEY) suite 101 and material. facility and correct any defective work,and shall perform all scheduled Portland,OR 97223 C-9 OAK STREET AND OAK WAY ALLEY 300' EACH SIDE maintenance to assure proper functioning of the facility. Minimum percent compaction required 95% Voice: (503)620-7884 19. Effective drainage control is required. Drainagl. shall be controlled within the C-10 DETial L S Fix- (503)620-2771 i work site and shall be so Hooted that adjacent private property,public property Percent compaction required to what dept below subgrade I foot CITY OF TWARO and the receiving system is not adversely imparted, The City may sit any time 7- r Atpmed z-ak'sf..l!y............... order corrective action and stoppage of work to accomplish effective drainage 36. (PUBLIC SYSTEMS)Tote Developer shall create and providt:to the City a C-11 DETAILS AILS ca„�10 !,...W.4 .W. d................ ... t 1 DATE:2124/06 Pfg P g 'Test method required to determine niaxinoum density AASIITO T-99 r control. schedule for periodic(quarterly)maintenance of the quality facility. Fora C-12 DETAILS 'r only Ill �k 7a d�{ crb.d period of three(3)years tram the date of City Condiiinnal Acceptance of the PERMIT No - Z �+ a•t�tel _ SCALE:NOTED I" Frequency of density testing of subgrade As needed too Lollar to Fo;o+.... ...... .... ... ... public improvements.on October I of each year during this three(3)years C-13 DETAILS period,the Developer shall report, in writing,maintenance activities to the .rot A ass -- �fj�� ,._� JOB:04 028 Director of Public Works.City crews should monitor proper removal and ROAD SECTION -AGGREGATE BASE: C-14 DETAILS ie------ If"h' 2ZA(__ disposal of'silt and debris. P-ior to City final acceptance of the facility,the C-15 DETAILS // SHEET Developer shall provide a written evaluation of the operation and maintenance Minimum percent compaction required 95% needs of the facility and corrmt any deficiencies identified in the evaluation. V-1 TOPOGRAPHIC SURVEY TL 3800 AND OAK ST !'est meth.:ds required to determine rmaxin:um density OSHD TM 106 or T-99 Revised 1-5-06 V-2 1 OPOGRAPHIC SURVEY TL 3901 C1 � Frequency of density testing of aggregate hale As neededr_ ! V-3 TOPOGRAPHIC SURVEY OAK LANL- k� ! 1L .71.K'M•'I�"�K"AIRiMt��'•14�NrAR,'"�hN!!N+raswceR"'.._ .»'.sA'neiY4,''�rt.MAVY►�i!'A"' x.,......w.,..,.,......,�v�.....w, .-+wn..,.......n..r+.rw..•,. _. .,...__._...-.,,... wy _. r .x.s'.Aa'.Je _ - i __ a w. �-.+.n-,M.....,........__--•,-..,-_,..-....+,_,.,._..,.,...+w......_..-.._�.�..._.__._..._._...._......_._..-.r----._--.._.._. ._ .+fIAMEk+`9'+3 '"" v& _ P" ,. T "T r r1 i. f. }1111111 Il •. l E(31�IL1TY STRIP T10 1 1 121377".. i!f l l .t l t111ll�IUl�il I� I I! t ,Illll�ll ( ill 1.11 tllll I Illi lilt IiI 1 11 tl fl- i I i I tl IQt1 rl IN 1-7 !8 18 20 Of 2P2 23 �4 215 �e3 2 28 29 3G A, {M ,t ,, . i + 1 q ! 1 1 Y f 1 f r ! , t Cor~! • I 1' + II '1?l . MI6 4; .. -. �_..`_ y,yy..yyy.y w„`_.._. .::.v._ .:._.. .....:. .:.._ .,,_.... ..u..ru.w.:a+w-.-u•ra.:rrw.a._rv..7.,...y- a-. •.iiilp+s:a:a4+W:r+'J:wk.dwww...,«„r-u3rr_:n.::rw.11.u.. ¢::w.. ... •:...:._.u+.•FiiY.�+rn� ��II"� u�.�.a:ua�`.s.:.tdrW rr..,,.....e.......wu:y..�-,�..�.:r..uhl,W:zi,w,:.Y�4. W6�YiVPr:rvu..u:.nr.tl.uw,maw,aeN.,wrr.+o::.:..rw.r.,wiry«:r.ws.w..u..:w::,..wa:wy,•✓ .vaiwef RFVISION`' HLV-UA 1 L-Ui-25-L)b • iN�t;� +!G 7/2 S)d b 14�6,s_2 OREGON „ r- 0 C 115 ` Tc"ONTINUED� E I,! CIF"WAL DATE 12/31/0 GENERAL NOTES OF DON CUS14ING A,SSO. WATER NOTES --- ----- SANITARY SEWER NOTES 1. WATER SERVICE LINES ARE TO BE PVC ASTM D2241 SERVICE LIVES IN EROSION CONTROL ROL NOTES 1, ALL MA TE_RIALS AND WOHKMANSHIP SHALL CONFORM TO -)HE THE PUBLIC RIGHT OF WAY ARE TO BE TYPE "K"COPPER. 1 PVC SANT rARY LINE SHALL CONFORM TO ASTM 3034 SDR 15 AND LATEST AMERICAN PUBLIC WORKS ASSOCIATION (APWA) I OWNER OR DESIGNA CED PERSON SHALL BE RESP°ON5IBLE FOR PROPER STANDARDS AND SPECIFICATIONS AS WELL AS THE DUCTILE IRON SANITARY SEWER PIPE SHALL BE CLASS c,2. INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT REQUIREMENTS AS ES-ABLISHEO BY CITY OF TIGARD, CLEAN 2. WATERLINE CONSTRUCTION IN THE RIGHT OF WAY SHALL CONFORM TO 2. CLEANOUT PIPEFITTINGS, AND JOINTS SHALL BE THE SAMCONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE_, AND FEDERAL , E THE MOST CURRENT TUALATIN VALLEY WATER DISTRICT'S CURRENT WATER SERVICES, AND THE TUALATIN VALLEY WATER DISTRICT. CONSTRUCTION SPECIFICATIONS REGULATIONS. SPECIFICATIONS AS FOR THE PIPE. 2. A COPY OF THESE APPROVED PLANS AND DETAILS SHALL BE 3. GRANULAR BACKFILL IS TO BE I;OMPAC rED 10 95% MAXIMUM DRY 3 WATER MAINS SHALL BE DUCTILE IRON PIPE CONFORMING TO AWWA C 1.51 2 THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, ON SITE DURING CONSTRUCTION. DENSITY PER ASTM D 698 AND N.�TiVc MATERIAL SHALL BE CLASS 52. PIPE IS TO HAVE CEMENT MORTAR LINING AND BITUMINOUS SEAL MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS - COMPACTED TO 90% OF IN-PLACE DRY DENSITY OF SURROUNDING COAT CONFORMING TO AWWA C 104. JOINTS ARE TO BEP,'-;SH-ON JOINT THE RFSPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTIG°J 1S .3 ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEV�ED SOIL AS DETERMINED 3Y ASTM D-698 AND RESTRAINED USING "FIELD LOK 'M"GASKETS UTILIZING STAINLESS STEEL COMPLETED AND APPROVED BY THE"LOCAL JURI;DICTION AND AND APPROVED BY THE ENGINEER AND THE OWNER PRIOR TO LOCKING SEGMENTS VULCANIZED INTO THE GASKETS TO GRIP THE PIPE TO VEGETATION/LANDSCAPING IS ESTABLISHED THE DEVELOPER SHALL_ BE Q ANY IMPLEMENTATION IN THE FIELD. T + RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL 4. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED PREVENT JOINT SEPARATION. PIPE FITTINGS ARE TO B� OF THE:.AME 4. THE CONTRACTOR SHALL HAVE ALL UTILITIES VERIFIED ON THE FOR LEAKAGE IN ACCORDANCE TO APWA REQUIREMENTS AND CLEAN MATERIAL AND CL-ASS AS PIPE AND OF DOMES TIC ORIGIN. THE l JTS ARE SOLD GROUND PRIOR TO ANY COf ISTRUCTTON CONTACT ONE CALL WATER SERVICES. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON TIIIS PLAN SHALL LOCATE AT LEAST 48 HOURS IN ADVANCE. THE OWNER AND HIS 4 WATE=R LINES ARE TO F-I:wE A MINIMUM COVER OF 36°IN RIGHT OF WAY 5 ALL MATERIALS: INSTALLATION. TESTS. AND INSPECTIONS TO BE AND PAVEMENT AREAS. BE CLCARL Y MARKED IN THE FIELD PRIOR TO CONSTRUCTION. h Q ENGINEER SHALL BE CONTACTED IMMEDIATELY IFA CONFLICT DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE MADE IN STRICT ACCORDANCE WITH CITY OF TIGARD AND CLEAN W EXISTS. WATER SERVICE-S'R 8 O 03-11. AND WITH APWA'S STANDARD 5. USE ME�aALUGS IN LIEU OF CONCRETE THRUST BLOCKING AND TI-IRU51" CLEARING LIMITS SHALL. BE PERMITTED. THE h1ARKINGS SHALL BE SPECIFICATIONS FOR PUBLIC: WORKS WITH APWCONSTRUCTIONST TIES IN ALL CASES FOR FIRE HYDRANTS ONLY, UNLESS OTHERWISE MAINTAINED BY THE APPL ICANTiCONTRACTOR FOR THE DURATION OF U 5 THE CONTRACTOR SHALL ATALL TIMES ABIDE BY APPLICABLE APPROVED BY THE TUALATIN VALLEY WATER DISTRICT'S ENGINEER CONSTRUCTION. SAFETY RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION. ( ALL TRENCH BACKFILL IN AC AREAS IS TO BE CLASS "B° 4 THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN (3/4'•- 0 GRANULAR BACKFILL) 6. BACKFILL ENTIRE TRENCH ABOVE THE PIPE ZONE WITH CLASS "D" 6. OBTAIN NECESSARY PERMITS FROM CITY OF TIGARD AND INCHES MATERIAL (I14"-0 CRUSHED ROCK) IN LIFTS NOT EXCEEDING EIGHT CONJUCTION WITH ALL CLEAPING AND GRADING ACTIVITIE_', AND IN SUCH A INCHES LOOSE DEPTH AND COMPACT EACH LIFT TO 95 '-ERCENT RELATIVE MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LAD-':N WATER DOES CLEAN WATER SERVICES FOR STREET OPENING AND SAN!TARY MAXIMUM DENSITY AS DETERMINED BY ASTM 0-698, W!-i"H APPROVED NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE cr CONNECTIONS. GRADING AND PAVING NOTES: PNEUMATIC OR GASOLINE POWERED COMPACTION EQUIPMENT WATER STANDARDS. 7. ANY WORK PERFORMED IN THE PUBLIC RIGHT OF WAY SHALL I. AFTER SITE STRIPPING AND PRIOR TO PLACEMENT OF ANY FILL, 5.THE ESC FACILITIES SHOWN ON TI-41S PLAN ARE MINIMUM REQUIREMENTS CONFORM TO THE MOST RECENT CITY OF TIGARD PUBLIC WORKS A PROOF ROLL. OF THE SUBGRADE 1S TO BE WITNESSED AND APPROVED. i' ALL WATERLINES WILL BE PRESSURE TESTED AND PURIFICATION TESTED SPECIFICATIONS. 8Y THE PROJECT GEOTECHNICAL ENGINEER, EMBANKMENTS OR FILL BEFORE CONNECTIOn,' TO THE TUALATIN VALLEY WATER DISTRICT'S SYSTEM. FOR ANTICrI'ATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE E.;C FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED ARIEAS ARE TO BE CONSTRUCTED IN 6"MAXIMUM LIFTS, WITH EACH LIFT BE STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN 8. SURVEYOR TO LOCATE R-O-'W L INF IN THE FIELD. BEING COMPACTED TO 95% MAXIMUM OF DENSITY PRIOR TO PROCEEDING 8. ALL MATERIALS, INSTALLATION,THE TESTS, AND CHLORINATION TO STANDARDS AND CODES OF THE IN T ST,4ICT.QCCORDANCE F_ WITH TUALATIN WATER DGE5 NOT LEAVE THE SITE. WITH THE NEXT LIFT AREAS RECEIVING STRUCTURAL_ FILL ARE TO BE VALLEY WATER DISTRICT AND THE OREGON STATE HEALTH DIVISION 9. THE=CONTRACTOR SHALL INSTALL AND MAINTAIN ALL REQUIRED APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER, FOSTER GAMBEE 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE EROSION CONTROL MEASUHES IN ACCORDANCE WITH THE MOST G,LOTECHNICAL P.C. ADMINIST RATION RULES, CHAPTER 333. APPLICANT,CONTRACTOR AND MAINTAINF_C AS NECESSARY TO ENSURE RECENT GUIDELINES FOR EROSION CONTROL AS ESTABLISHED BY 9. THE CON TRACTOH:SHALL NOTIFY TUALATIN VALLEY WATER DISTRICT THEIR CONTINUED FUNCTIONING. CLEAN WATER SERVICES. 2. AGGREGATE_ BASE ROCK SHALL BE J/+"-0 CRUSHED ROCK, AGGREGATE WATER DEPARTMENT AT 503-642-1511 48 HOURS PRIOR TO BASE IS TO BE COMPACTED IN 6"MAXIMUM LIFTS TO 95% OF MAXIMUM CONSTRUCTION 7 AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 10. TRAFFIC CONTROL SHALL BE IN ACCORDANCE_ WITH THE DRY DENSITY PER ASTM D-698. A PROOF ROLL OF THE BASEROCK SHALL I �, CURRENT EDITION OF THE"MANUAL ON UNIFORM TRAFFIC BE WITNESSED AND APPROVED BY THE PROJECT GEOTECHNICAL 10 h0 CONNECTIONS TO EXISTING WATERLINES,,HALL 8E MADE WITHOUT 1/3 THE BARRIER HEIGHT ALL CATCH BASINS AND CONVEYANCE LINES EE WIT E S FOSTER GAMBEE GEOTECHNICAL_ P T PRIOR TO PAVING. PRIOR AUTHORIZATION OF THE WATER DEPARTMENT. SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL CONTROL DEVICES"(MUTCD)AND ODOPS MOST RECENT TRAFFIC NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. CONTROL GUIDELINES. DURING THE 'WORK DAY, ONE LANE OF1 1. NO WATER VAL'.'ES SHALL BE OPERATED WITHOUT PRIOR TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. TW )LANES OF 3. THE L!CATS OF SPECIFICATIONS. CONTRACTOR ASPNTRACTOR IS 10 PROVIDE THE OWNER WITH A i CONCRETE ARE TO BE CLASS 'C'A C. PER ODUT AUTHORIZATION OF THE TUALATIN VA:LEY WATER DISTRICT. 8 STABILIZED GRAVEL_ ENTRANCES SHALL BE INSTAL LEU AT T1 IE BEGINNING O TRAFFIC SHALL 8E RESTORED AT THE END OF EACI-'DAY. CERTIFICATE OF COMPLIANCE FROM THE ASPHALT PAVEMENT PLANT 12. THE CONTRACTOR SHALL BE RE.3PONSIBLE FOR MAINTAINING THE OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF TI IE PROJECT PAVE ONLY DURING DRY WEATHER AND WHEN THE TEMPERATURE IS 40 PROPER SE^ARATION BETWEEN SANITARY SEWER LINES ANO WATERL INES AS 11 ALL DAMAGE CAUSE.D BY THE CONTRACTOR SHAW_ BE " " , DEGREES OR WARMER. REQUIRED BY THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY AND 9 STORM DRAIN INLETS, BASINS, AND AREA DRAIN,5 SHALL BE PROTECTED , RESTORED O AN AS GOOD OR BETTER CONDITION. STATE DIVISION OF HEALTH, UNTIL PAVEMENT SURFACES ARECOMPLETED AND/OR VEGETATION IS 5. INSPECTION OF SUBGRADE, BASE ROCK, AND A.C. WILL BE MADE_ BY A RF--ESTABLISHED. 12 REMOVE f,ND DISPOSE OF OFF-SITE, ALL. MATERIAL_ FROM EXCAVATION ,'ND AREAS WITH ORGANIC MATERIALS. QUALIFIED INDEPENDENT TESTING LAB, THE FINDINGS SHALL. 13. BOLTED CONNECTIONS SHALL CONFORM TO THE MOST RECENT BE 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RA,'iDLY REPORTED TO THE OWNER AND THE ENGINSER, DON GUSHING TUALATIN VALLEY WATER DISTRICT'S STANDARDS AS POSSIBLE. 13. UTILI F)'LOCATIONS ARE APPROXIMATE ONLY, EXACT LOCATIONS ASSOCIATES. ` TO BE. DETERMINED IN THE FIELD BY THE CONTRACTOR. THE 6. ALL MATERIALS, INSTALLATION, TESTS, AND INSPECTIONS ARE TO BE IN 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR V CONTRACTOR SHALL BE RESPONSIBLE FC1R i C•.,^.,.,1:4:`!L UTILITIES STRICT ACCORDANCE WITH CII-"OF TIGARD STANDARDS. EACH PHASE OF CONSTRUCTION. NOT SHOWN ON THE PLANS. THE CON-1 RACTOR SHALL '9 COORDINATE WORK WITH ALL I_'Tll-TTY COMPANIES AS REQUIcaD TO 7. EXCAVATE ORGANIC MATERIALS UNDER BUILDING AREAS AND ROAD 12. IF THERE. ARE EXPOSED SCILS OFT SOILS NOT FULLY ESTABLISHED FROM tw+ COMPLETE THE PROJECT. LOCATIONS, STRIPPING DEPTHS ARE ESTIMATED TO BE 8". SEE OCTOBER 1ST THROUGH APRIL, 30TH, THE WET WEATHER EROSION O GEOTECHNICAL REPORT. PREVENTION MEASURES WILL BE IN EFFEC F. SEE EROSION PREVEN I ION 14. SURVEYOR TO VERIFY THE RIGHT OF WAY WIDTHS AND LOT 8. ALL GRADING OPERATIONS SHALL FOLLOW THE RECOMMENDATIONS AS AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR Z C9NFIGURA170NS BEFORE BEGINNING CONSTRUCTION AND SPECIFIED IN THE "GEOTECHNICAL INVESTIGATIONS"BY FOSTER/GAMBEE REQUIREMENTS. REPORT RESULTS BACK TO ENGINEER. GEOTECHNICAL P.C. DATED SEPTEMBER 16, 2004. 13. THE DEVELOPER.SHALL REMOVE_ ESC MEASURES WHEN VEGETATION IS STORM SEWI_R NOTES 9. AL_I- WET WEATHER EXCAVATION AND GRADING SHALL BE PER GEO TECH FULL Y ESTABLISHED. _ 1. PVC STORM SEWER PIPE SHALL BE ASTM 3034 SDR 35, DIP INVESTIGATION AND RECOMMENDATION. STORM SEWEH PIPE SHALL_ BE. CLASS 52. 12" THROUGH 48"ADS N-12 STORM PIPE SI TALL BE AASHTO M294, THE USE OF ANY OTHER TYPE SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 2 AFTER ALL OTHER UTILITIES ARE INSTALLED AND PRIOR TO ASPHALT WORK, ALL STORM PIPE SHALL PASS A LOW PRESSURE • AIR TEST. PRODU%TS USED TO,SEAL THE INSIDE OF THE PIPE ARE NOT TO BE USED TO OBTAIN THE AIR TEST. Dort Cushing Associates Civil Engineers 3. TRENCHING, BEDDING, AND BACKFILL FOR PIPE SHALL CONFORM TO APWA STANDARDS, USE CLASS "O'BEDDING FOR (+h65 SVT' I lamptctn S1'. PIPES IN LANDSCAPE AREAS WITH LESS •THAN 2'OF COVER Suite i(1I 11trrtland, OR 97223 4. DURING CONSTRUCTION, ALL EXISTING AND NEWLY INSTALLED VoIc c: (503) 620-7894 DRAINAGE STRUCTURES SHALL BE PROTECTED FROM SEDIMENTS. Fax: (503)620-2771 5 GRANULAR 13ACKFILL IS TO BE COMPACTED TOA MINIMUM OF 95% MAXIMUM DRY DENSITY PER A.+TM 0-698 UNLESS OTHERWISE DATE_ 212.4106 NOTED AND NATIVE MATERIAL_ SHALL_ BE COMPACTED TO A MINIMUM OF 90%OF IN-PLACE DRY DENSITY OF SURROUNDING SCALE.NOTrJ SOIL AS DETERMINED BY ASTM D-698 JOB,04-028 6. ALL 13ACKFILL IN TRENCHES LOCATED 1;`:AC AREAS IS TO BE } CLASS '8"(COMPACTE•D:V4"- 0 GRANULAR BACKFILL). SKEET " a ClA P f 11, M .., ... - ,. . �. M,.....+.....,..,,,,....,�.,.... ...:•.-.,,.,.._.....-.�.,.,,. ••,.....:,...,......�......,..,... -�-.-+,.." ...._,,., ,,,,,,,,"..:• mu4�ic�sAlz. >'a15+�WWIpMe - cm 111111luiillli1iul 11!111luT ni��lilr utlluil lif111iit rtu�uu lul�llll tul�rii7ir ij3iiiu�juii ltu�ull nl ��{ 1� I u ,II thou ,', Ill! I n urr�ll I Ilu�ll uu�ln{ { {iiini ,1� uuinll I : r�u r 1 I Ili u11� lil LEGIBILMY STRIP o � �► 4 � �+ � � � 1Io +fi! I�:? I3 {:a 11 17 tl 4rnc+�l cm i A 18 20 21 22 23 24 26 2F3 27 29 21 30 1 h 1 I 25X 1 00 NOW ' • j. 1, e .' I -. i 1. 11 f i t5U 5,{h { ! It'll 1r r { y ! 'k "�,0_01 x , w+ a10ti,�l , �w•;w.r..e.,._-.a'Ji��-"^�'^'r 7MSII �:y'YY.w►Mwr,a✓�.asaatiu.rr.wn .....ri.aw iaw•....�.,....d'wi�,..,.�_.....:a�us�.r«ia+ctroak,ifk,r+a.:�«ti.r:.n�WufMlret�fiUO�iY'.,rr+•..w.. _ _. .. -. REVISIONS q OAK WA Y S TA 0465.88 q AKLEAN TR STA. 3 f 22.336 - - - - � QAKWAYALL_EY - �n QUO -1+50 89"2313' o cn 1379 SEE SHEET C13 FOR OAK WAY ALLEY IMPROVEMENTS — — " ° 24'l— v - / L S 14882 '' HT. C5 Z a — - +r� - -s,°-- ---- o ° F ° / /0'n Cn NOTE: FOR C1 AND C2 CURVE INFO. SEE S � �'-•I � ( co � 04.5' r; o OREGON� �, �] + 2 I r O7, aV o ' U10.34' 19.51' 30 f;6.3' %-t 2 '-- i .55' 31 RENEWAL OatE 12/31/u7 \, cn u, D UNIT A I i P UNIT A 0 lei I --_ --- `> ► _. UNIT D1 r - }' s' ' UNIT D1' 1 I... GPAPH/C SCALE ----_-__-.____ 0 10 2U •n' NIT D NIT D_j (IN FEET) I „ { SCALE 1" = 20' LIJI I rn 4i. UN?7 Al "� I -- - t. � ^��UNIT Al CL 8 6 i W — 35 '� f UNIT A I co UNIT A 3T -�I U 3T N Q L TY _ -_ -1 -- �" a � 1 f 75 UNIT D1 I� -:L. - - NIT 01 I i �"- -- Uj 24 N I I I UNIT D ll�= NT; UNIT D 21.5' x 23 U11T Al 6.59' Q- 24' 13.55' 38JUNIT Al 10.3' � - �- �-- -- --�_- -_-_---• w! ► =6',? , 143.60 S 69'30'42" W . J _ -.._�t____�-•-�� _ ____....---#---- _ _ -� __`__.. __�.___._ __. __-_--_�, I M F� -" _ y. H694SW3035W 40 I I bII s � UNIT D1 Q'_:A11 1314 15 16 17 i8 - - 6.22 UNIT D UNIT D1 UNIT A UNIT Al UNIT D UNIT LIN UNIT A I UNIT Al UNIT D UNIT 01 - �,a TYP. 15, 15' 15'- � l i , � 5 I - t. _ �.'�'s UNIT D I 77 I ' �f! t 1� 'i ' tT! J '1 ir,,. t �S:,t a (t��'' Lj IYPrV' i� f➢�1rt.R i ' I ,..., _ 'rr at 1';t •— j t� sit,, rt5`. , 6.23' ly ' ! ' '� I 2 h 2 • �I lis' _ F j".; .rr ,r Y5 - Cj 'f' _. UNIT Al I I q AKLEAN TR STA. 0+91.85F 43 I $ q ELENA LN STA. 0+00.00 ^ I UNJ A� i - - }-- - - -�-- - - --+ - -- - I- - N - - -- - -1-- - - -- - - -- - z W END OF PAVEMENT ' 2+t 1-+ 50 209.81'589•'32'07"W 1+00 0+50 0+00 qj ELENA LN STA. 2+04r5i,/' I ELENA LANAF 447 �' I EL. (9 FG i_ _ _ - ---Y - _ I ^,i UNIT D1 LJ5.99'- - R • '-' • ]] I ■.; a. x , ' � 1 `S':z , ; '� UNIT D rq 15 15 -� 15' Q I ► 00 OF-1 1 UN! 81 UNIT C UNIT Cl- , UNIT 8 NIT71 B1 �UNT C UNIOT7 Ci UNIT d UN�?B1 UNIT 4 84 -6 21' 6.1T - •� • • I • • I • i i • -i °b PUE 1 ( I Cr) r r, 00 EXIST. DRIVEWAY • I YI•ST (:L{ rx15 T JNIyrwAl __ _ „1 .mit '3f1'4:�f"ttV� -; _ - - - - - - - - - - - - •- t' r �..._..._. _.. - Don Cushing Associates SEE EE7 C7 FOR OAK STREET IN,PROVEMENT;; - Civil Engineers OAK STREET 6665 SW I lampton S7'. < <+50 3+00 3+50 4+00 4+50 Suite 101 0+00 0+50 1+00 1 30 ?.+00 $ Portland, OR 97223 1. -__ _ _ _._ _- -_�__— .____--- - o Voice: (503)620-7884 Fax: (503)620-2771 _j _j U t) I:Y,k:i f. DRIVEWAY - SCALE: NOTED _ F I ,! : I k""1ST DRIVi-1 VAY EXIST,XIST I?I-314 L:WAY CA R10B: D4-028 q OAK ST. STA. 2+57.40 C2 q AKLEAN TR STA. 0-+•00.00 Lit a' i... q".y. ,, ...,.�.r.�„ _._.•..__........ .,.,........,....,_.. _..m.AL,1.,.,,Arr,#,.,.,�,Y.,._.._ Mme.. ,... ,•.,,-.,n,...-r,.n_ - _„__.W....—....•.._._......._.._... ........... _. ,.p.•--....,..... .—n—.,...�.w.. _..._ 1--..,�... _ _------'_-_________.—..._...ww..+._r .. _ '�, ,. i,,, ,i e � , , r „r.�....•aa,wena�.�+�tr+lt�•erN:wr�w�r , ,,, _ II I.. l ' i. IA , .I sill lilt III! illi ;f'I•Iill ill. !!!! !lit Iliil!) 11111 NIDI;; ` . „ i fru. Cf�l' i I I i l I i I ( I I I” I• ij III! I!II llli'1!il III' ' II illl IIUIII!I liil III llil Ilil tlli'tlii'UII ( ( I I 1 Liam ry GTI ` I i l l l l i l l l l l 1 i0wm.lcm '� IC) I I 12 13 14 18 I1? 20 -21 22 23 24 ?_S 28 2-7 28 29 SO t u - ! ! 1 til R_ M•J�il 0 10a i :t _,.. 1,• ' jtl, , t , ., .I, ; Ii' ! 41 I! , t It t ! +:;. ...,.,;,.•. ,,.,r... _ .........,,...-.,— ' ry' ' I! Idd , r �r� .F i ' to �1/.E ..t,�:.._ .z F E-. �r 13:1 hC•t t•° r 1 , W � • .I ti . ., „, ,:r.�rc� .�rau��arl,ws�aLC�i�esw�F•�i�wrww .....,:,:� REVISIONS F_ROSION CONTROL NOTES -- -- 1 ALL EROSION CONI ROL MEASURES ShiALL BE IN ACCORDANCE WITH THF MOST RECENT CITY OF TIGAHD EROSION CONTROL STANDARDS 2 APPROVAL O� THIS EROSION C014THOL (ESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY -- *- — ------- — — — —" ` n r /►— /� — — OTHER PROPOSED PROJECT uESIGN ELEMENT OAKWAY ALLEY 1 3 THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, - g- -- ---- -- _ _ - - -- REPLACEMENT, AND UPGRADING O THESE ESC FACIUTir:S IS I HE RESPONSIBILITY OF THE _ - - _ - - - - T _ 4-1 CONTRACTOR UNTIL ALL CONSTRLICDON IS COMPLETE AND APPROVED, AND _ - - __ - _ - _ _ - - _ - -- - - ------- - - - - - - aGETATIOWLANDSCAc'ING IS ESTABL_ISHL0 -- -- - - p -- -- ----- — INE 4 THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL ---___ _ _ PAVE OAI<WAY ALONG RC".'. _ — _ � � �' F' CLEARING AND CiRADIn1G ACTIVITIES AND IN SUCH A MANNER AS TU INSURE THAT SEDIMENT LADEN �`J' LLE j 14882 ! WATER DOES NOT ENTER THE DfV INAGE. SYSTEM OR V'OLATE APPLICABLE WAfE9 STANDARDS. —7 06 rs w w w w .w w{� w w � � r ��c■ .w r w � � SHOWN ON THIS PLr.N ARE THE MINIMUM RFQUIREMFNTS FOR THE I; ro OREGON THE ESC FACILITIES 5 /`- 5 ANTICIPATED SITE CONDITIONS LURING THE CONS IRUC TION PERIOD THESE ESC FACILITIES SHALL BE �/. ' UFIGRADED AS NEEDED FOR EX"PE:TED STORM EVENTS AND TO ENSURE TI TA T SEDIMENT LADEN �EM�NS?0 } __ I 07, R N T LEAVE THE SITE 45 CUS WATER DOES O G P P GE 6 THE E.SC FACIL(TIES SHALL BE it ISPECTFD DAILY BY THE CONTRACTOR AND MAIN TAIIVED AS �ytS��k04:0 PIG / - - ! 1 31 NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING � UNIT A I j UNIT A RENEWAL [)ATE 12j 31/0'7 7 STABILIZED CC NSTRUCTION FN rRANCES SHALL BE INSTALLED AT THE BEGINNING OF OP (;ONSTRUCTI;JN AND MAINTAINED 'OR THE DURATION OF THE PROJECT ADDITIONAL MEASURES MAY 42 E1E REQUIRED TO Il JSUHE 1 HAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE OURAT ION OF T HE s,, 4ij,L (1 I PROJECT. .,-- UNI 9 D1 � � � UNIT2 L)1 ' I N A MINIMUM OF .I � -- I I 8 THE ESC FACILITIF JN INACII/� `SITES SFIALI B[ INSPECTED AND MAINTAINED I,• r^ ONCE A MONTH OR WIT!IIN 24 HOURS FOLLOWING A STORM EVENT. I . ( \ c . p ' :'''; GRAPHIC SCALE y ALL CATCH EiAS1NS, MANHOI.ES��n1D CONVEYANCE LINkS SHALL HE CLEANED AND VIDEO \ _ INSPECTED PRIOR TO AC(, AND PAVING THE CLEANING OPERATION SHALL NOT FLUSH R = 25'MIN. �1 `\ \\\ ��-_ -} - _ I SEDIMENT LAS EN NATER INTO THE DOWNSTREAM SYSTEM. '�--- 28 33 CLEAN PIT RUN OR In FEET) UNIT � � i i r I , NIT � 10 PLACE GNAS,S SEEP)OVER LIARREN SOIL, AOl20 DLEND OF DWARF PERENNIAL RYE ANLL CREEPINIa 2'0 CFUSHED HOCK I ( ! i F�T) - ■ I �1' RED FESCUE, MIN 1CKIN/ACRE' APPLY 20-10-10 FERTILIZER IN ACCORDANCE WITH SUPPLIER'S `,Cal_ I" 1U I �'*• RFCOMMFNDAT1ONS. REINFORCEMENT- c' 27 T- `-_ -SUBGRADE REI 3�GEOTEXTILE,AS REQUIRED1NIT Al53-4 T Al { WET WEATHER MEASUR'-S _ 0 I tHE MEASURES FUR WET WEATHER CONDITIONS ARE ONE OF THE F0L!OWING MOUND ENTRANCE TO 8 MIN ! � \' I KEY NOTE.S a OR COMBINATION TO PREVENT SOIL EROSION ESTABLISHED GRASS, 2'MIN STRAW DEPTH � 26 - ( 1 I/ j5 MULCH COVER, EROSION CONTROL BLANKETS WITH ANCHORS, 6-MN. PLASTIC SHEET DIVERT DRAINAGE TO I'QES v COVER OR SEDIMENT TRAP OR POND. SEE PLAN FOR DIRECTI(,N IJNIT A, UNIT A L 1 CONSTRUCTION ENTRANCE. SEE DETAIL THIS SHEET � `` CC 2 AS THE WET WEATHER APPROACHES MORE EROSION CONTROL MEASURES MAY _ I I I T I Q V BE NECESSARY ro REDUCE EROSION ROCK CONS MUCTION ENTRANCE _ ' SCALE NTS 25 36 IJNL D1 ----• UNIT D1 ? SEE DETAIL THIS SHEET � ' TEMPORARY SILT FENCE EE UU ac MAY BE USED SFIORT IL RM I I I T WUTILITYWIORKANDw UNIT D UNIT J Q BIO-FILTRATION PROTECTION. .SEE DETAIL THIS SHEET PHASING JF DEVELOPMENT SILT SACKS ALSO ALLOWED 23 t 1 ► ;Irl i UNIT Al 3 c� NI1 Al Alt LEGENn- �+ F 39 - -- 2 �`h+ NNIL j�•---`--_--- , TEFVIPORARYBIUFILTER BAGS CATCH BASIN AREA D'?A1N II 3 r NIS i CONTRA CTOR NIS ��, 71-'�-.,■r -mml 7.,r-.�-mul -Mmt!W-�' X11. „_-_'ti I �_ ... .wl TEMPORARY SILT FENCE BIOFILTER BAG'S TEMPORARY ° d VEHICLE. P�+RKING E �- - ----- i AND STAGING AREA CG.�+TRUCTION ENTRANCE' _ I UNLESS L THERMSE ) _ 12 13 14 15 MUNIT' 17 f-1 8 19 20 21FT-)-- --•-- - �I UNIT Al LUNIT D UNIT D1 I UNIT A, UNIT D !UNIT Di UNIT A UNIT Al UNIT U UNIT U1 ' APPROVF_D BY CITY ) ' USE STITCHED LOOPS } ' I INSPECTOR/L NGINEER OVER2krPOSTS I VEHICLE PARKING NOTES FILTER FABR C MATEM NIDE R(.'LS FILTER FABRIC MAIFRIAL _.... ._— —..... — — �..._�_� I --f 1 ---- ! DURING THE PUBLIC IMPRCIVEti1ENT CONSTRUCTION PHASE, 1 �� ,, - ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ON SITE:" I , I ti ti ?, , I ( I NO CONST-RUCTION VEHICLES OR EOUIPMENT WILL BE PERMITTED �� ° " L1N1T Al - T PARK ON THE ADJOINING RESIDENT IAL PUBLIC 5TREE TS. - i �- 1_ i I --_ ____.____ ? CONSTRUCTION b; I ►J DE THE VEHICLES OF ANY CONTRACTOR OR a IIA 7S uN1 VEHICLES INCLUDE UN T Al SUBCONTRACTOR • FRONT VIEW SIDE VIEW ___ _ . 4�, _ _ _ _ _ .�' .. —�-- i INVOL.VEC IN THE CONSTRUCTION OF THE SITE IMPROVEMENTS OR �� -� LIGATION, AND SHALL NIS _L '� \ — --` BUILDINGS PROPOSED BY THIS AP," I INCLUDE_ THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ANGLE BOTH LNLLS OF f rLTER FABS�, FFNCE TO ASSURE SOIL IS TRAPPED �� — T � I �•..,,• f-" UNIT DI ASSOCIATED 1 BURY EIOTTOM OF FILTER FABRIC 6' I ~ — _ WRTIG4LLYOfLOW r•INISHEDGRAU'r r T ( v ) I . ;�.�, _�. WITH THE FRO ICC '�- A . 2 2'x T FIR.PINE(�;7 STEEL `-^- L �`•' —— ! �— v • --U--- FENCE POSTS 3 SrITC►IED LOOPS TO BE INSIALLFU � r `' "'` 'I L— _ UPHnL SIDE OF SCOPE r l UNIT () 4 COMPACT At L AREAS OF F•IL TEF'FAHNIr.; �__ I__ .___ _ L—_ — p �\• f" / \ - i it NVTERL(A�:ED TRENCH. I I \`•.�.•� — — , I ' 46 aN;?*MISTS T P VIEW AlYDA1TAC:r� N s I 101F-02-1I 03 04 05 06 07 F 08 09 10 -11 i' - UNIT A� SILT FENCE ' I,NIT 81 UNl1 C i UNIT C1 IUNIT 8 NIT 81 UNIT LNIT C1 UNIT 8 UNIT 81 UNIT C UNIT C1 ' _ �r�'uwu.:•r...r�a.' ar•r moi.-- .r x•aca�w sztmc' s...s' 0 0 w sN �• Q3 Doll Cushilig Associates _. _ - _. •x wl r t >>, _ _ _ . _:: T tCivil Engineers 1'665 SSV I Lampton ST. L ' Suite 101 w OAK STREET , � _-. :.:.- `` cn � I ('ortlluid, uEt 97223 —4- f --- - - _ __ - _ - - _.._ . - -r { OICC' _ O „! ,,� ,,, ,. ,�,' ►,. �it (5(13)620 2771 _ - C rY - __._...._ . .. ._. . t - _v __ __ __. ---___� -_ _ cW_a__.. __�_ y; DA TE:2/24/06 __, - yV __._. --- -�. -----•-- .—__. . _ ... _ f;r__ Y�___ _ y �.. llb' W r- 7 SCALE:NOTF(� we JOB,04-028 SHEET I j co 1 � r I .�r■rr�Irrfr► _ i _ __ $ I T II+ IIII li+I lfll'I`11 Illi 1111 Ili! III! ilii ill! lill ►I IIII dill I'i) 1111 II11 IIII IIII Iii! I L TIN !til Ikll 1111 1141 ill i 11 ! I ! ! 11 !i 11 I lfJAK CIY1I t � I 1 � I � I � i � I � I � I � l � I � i � ! � � ( � y � ( � 1 I 1 � f II LI I I �n f�f ►11,1 �nu�nu ! I nf� I�In If f� IIi�u11�u111 LEGIBILITY ST•F IA f ! 12 13 I4 t3 tT ;++ i0 �C I 22 23 24 25 26 2'7 28 2t� 30 4 q , P� V 4 qqy • I I ,� "98H1`lwwa '•NR91iRei ixr�"°w„ r 1 ( f •{ , ..per n r w \ HE VISIONS COMM DIVEWAY OAKWAY ALLEY EXIST. ROW-- SFE SHT C8-DET.142----, RFV-DATE-07-25-U6 - - - RIM 178.90 PROPOSED ROW- 179.82 LIP 179.90 RIM 178.90 0 �� - - -' FLOW / FLOW S' S NOTE � �1�4L eF� FCR DETAILS ON SECTION I O � OREGON � SEE DETAIL SHT C4 0 ,00 OE T. J1201126 aV 07'cup R/W R/wRENEWAL (7ATF 12/31/07 RI€�HT-Or-WAY - `!I � ya L2' (T P> �J ► i _ 2 ( ,--3* CLASS "C" AC ------ J� /-MOUNTA f CURB A[ GUTTER ON I!" OF 3/4--0 ROCK CONC WALM. � RIM 179.50 SLOPE A5. REQUIREDSLOPE MIN, - 1� "RUSHMu GFF= 180.46 FF=180.46(, 11i COMPACTED BACKFILL GRAPHIC SCALE /COMPACTED p��1 r CRUSHED AGGREIi11TE AGC. f3ACKFKl (CRUSHED AGG. BA.�E • UNDER CURB LEVELING COURSE. SIZE _I 1?' EXC, LIMIT w eu +u I '_CR•- AND THICKNESS AS SPECIFIED - E UMIT l�f-vtftw (!N FEET) $ SCALE 1" ; 20' RIM 179.10 N I G, GFF=179.79 I ► ® cc p _-- --- ---.GFF=179.77 _. 0 RIM 179.50 RIAII _ _I I cc 6' 1741.40 I 24• _ xj i rs . CUFF-LZ8J2 'I LU R-114 ( UIM 179 50 Nv 2"MIN o I '66- C-> ti� ► �GPF=179.12 Ca ~ Rim 178,00 � Q o � , - - e•MIN �&P �� I AC 178.57 ti I RIM 178?0 I I � AC 178.39 ti ' �----- RIM 179.00 RIM 179.00 , RIA,: 178.40 RIM 178.20 CIM 178.10 A 178.31 � f 17 RIM 17700 40TES: ._ - -� _- -- - ----- - -- --- -- -- - 4 1. EXPANSION JOINTS SHALL BE PROVIDED Mo fEgE TAj[HE CUR13 - _ f = -- 179.18 - AFF= 78.52 ti 1 :ti-r..yr1. - - FF 179. 5 GFF C C.) ON EACH SIfJE 0,F INLETS / I d.) AT EACH END OF DRIVEWAYS , �,/ AC 178.24 -' 0.) AT LOCATIONS NECESSARY TO LIMIT SPACING ( - - DI TO 45 FEET-MATERIAL SHALL BE PRE-MOLDED, _ - +ICiFF-177.90 NON EXTRUDING WITH A MIN. THICKNESS OF 1/2' , 2. CONTMC77 NV JOINTS SHALL BE A A41NIMUM OFI-V7DEEP AND SPACED AMAXIMUM OFIS FT APART. \ \\ � •�• ----------'--- � F 3. SASE ROCK; 1.1/2'MINUS COMPACTED TO 95% __ r- AASHtO t-180;DEPTH OF BASE ROCK SHALL BETO DEPTH OF SI/BGRADE OF THE STREET _- SECTION OR A MIN. OF 6'WHICHEVER IS I / ! GFF=177.23 GRFJITER /" 1 + RIM 177. 2.+00 14-50 _ + - 1Ot) ; 0+50 0+0 ' "t1�J[dTAL, Ac 179.20 ELENA LANE �, / `�� R7 .as- ,ok \ ! HIM ---- FF=179.4r, - -- fiF= 79.18 FF-1;8.52 --- " ' IRON FOR PIPING AND r- 45 (USE DUt;TILE 1 0 O % Q U o Q j FITTINGS THAT WILL HAVE LESS THAN 30"OF IM 178.2 IM 177 0(� /� -- - �- r / COVER IN H2O LOADING AREAS) , 1 . , •. -� -� ---�A_fi .i p �,1 O 1g 36" 11916 11 �' 0 175_.57_ r 11 P!I'E, SIZE PER PLAN I : - 6�-- 11�' 41 I `r� 7r 4 �' _- 1�8 119 1 !S1 (11'l1 WAY � I • Don Cushing Associates Civil Engineers _ 45°(USE DUCTILF. IRON FOR PIPING AND TC 177.70 FITTINGS THAT WILL HAVE LESS THAN 30"OF �. Suite SW i I�unpton ST. 101 (COVER IN 1-120 LOADING AREAS) 1+ �� 1+50 �OAK S fC7 $ - Suite nd, 0+00 0+50 00 2+50 3+00 3+50 4�� f'uTtland, UK 97223 16 ct-1 Voice (503)620-7ii8 _.---1. ,� h�. � '� '�• ,��L .�� _ • Fax: (503) 620-2771 IE P� DATE:2124/06 - - - - - - _ _ �_ ,l ._ ...,. � _ -_.__....-_ -, -- -- --• -�__ --T � -�X� 1FII4'Ft•1�,�Y SCALE:NOTED - - 1.?!I.SI' DFifVEWl+r EAISr nmvE:W.A1' EXIST. DUI�'F_WAY - - JOB:04-028 .BENCH MARK ELEVATIONS ARE. ON SHEET WASHINGTON COUNTY DATUM FROM COON TY BENCH MARK NO. 36, A BRASS DISK 7.5 FEET G� WES TERL Y OF THE IN T ERSEC TION OF SW HALL BLVD. AND 5W OAK S TREE T WI TH A NGVD 29 Az ELEVATION 01- 16-q-85 ,,,.. .-.awuw!pfn... .n...u,ru..liw•w....,,...._,,. _....nr.-ro,x....... +..r..a....::...,,:::- ».sR:....,.....•,,.-.i,.,o. --..,.....,,_.,.._ _. - - - - . _art-,•: .,--.._......-,.r,..._.,-...-,. ... . 1` . - a ti ,; e, 111111111 {I{,1111 1111 II tl ( ! I I �I! II 1 II 11 I { r r 1 t 1 I t li till III'1 1111 ftl�'++�i ! 1111 Illi II I ill! {III (III { tl I t l I �1 1 ;;•1� . , I A<�,. ., i, :"` `� , CI�1� I i i I I , � I ( J� ! I (" I , � ' I � I I, III lu 1111111 I n ,llll� Illli.111!1111111!1111111111I u ,l { I r f, III , 91 10 I i I2 1,3 14 16 f / IIS 1® 20 21 22 23 74 2F 2.6 27 2e 29 30 ties Rr_ SI � •tsiM#'s� "t4 `°•�a)�"1 '""�! f 'fi,, :hr',:�'•:: r, v >*• o f <)I � b r,o�s; eegloF S t' gW ,t � �/c. I I 11 I 1' i ,�' a , i �: 1 r1 t , 9• I 1 , r - t f.<, t{ c rl , RIP r.... �b:+ , ,:.,:, .. ..,,,. .4 ;•.,_. TW 010 pop i i 11 i,11 • : I P, I � 7,�a tt �n •:: y , � # i Y I xV w ° f d. r' y„fi ..:. ...u..✓+:.iM'{M.ye,M{,Yd ....: u ..:,:,!J'... ..,ra,+ uw N:'t'.i.YA,uriiM1 .-..... ..,..w ...... _. ... -..,.. ... _ .. ..... ... SS MANHOLE - REVISION'S RIM = 180:12 I. .. OUT (E)t 71.18 ij OAKWAY STA. 0+65.88 W -" i "A"ST. STA. 3+22.38 EG�1'70 70 - REV-DAZE-07-25-06 1 ��, ROW---_ - - - `t�- --�-4t*`, R !gyp �Q�fc, - -- -- AREA DRAIN - RB RETURN TABLE PROPOSED ROW �� -- s' - CURVE AND CU AREA GRAIN %,�riTTl�� ,��i��l�T_ CEDiCATED AHEA - - _ - - - - - - -- - - �'INE�` , CURB RETURNS ELEV. I�POINT"A" , ~-670 SO. FT N�.�. OFFSET @ BACK OF CURB SEE FIG.#1 RACK OF CUA 18 ( _ - 15 LF ~ 7 OREGON ---1 - - -- - $-= 0.0287 0 LF 8"PVC 1` 9 1 EAN TERRACE 1 - 0.098 f + C.O. RiM KEY NOTES ��' °7 a� ECA AK L ECR EL. 176.05 C.O. RIM - � _._..._ ___.__._. 24' -_____ ___- 8"PVC IN = 176.47 I ►' CUSN� q STA. 0+54.66, 10 LT. -- '``-�1 , -1' a"PVC OUT= 176.47 1/4 EL. 176.16 L = 39.40' 8"PVC IN = r S t ( RENEWAL DATE 12/31/07 1 1/4 Q s CONNECT T O NEW 12"PVC I 1/2 Q 1/2 EL. 176.27 Q= 90°17'38" 8"PVC OUT= 171B.4Q 30 (�'; e W. 31 314 A 3/4 EL. 1%6.28 R = 25.00' l) IT E UNIT Al3' SD. SEE OFFSITE IMPROVEMENTS SRT. C7 ECR ELENA ST. ECR EL. 176.49 r (C STA. 0+37.19, 10'l.T. ,•; ,, i 2 INSTALL 8'X 16'PRECAST STORMFILTER. A ir'rt, h'r1r t i;; rr `''r > < ' ` SEE DETAIL SHT. C11 ('A l'� L,,� �' I '1rr - - IE 12"PVC INN = 171.05 �j"1110 I'•C SCALE I T Ql 'i`��1r, r 1 - NIT D1 ( IE 12"PVC OUT(S) = 168.65 ECR ELENA ST. I q STA. 0+36.81, 10'RT. ECR EL. 176.49 __ r i -+ 78 LF 8"PVC; 114 11a E1.. 176.55 L "• 39.14' (IN FEET) ---`-- ---+ O 40 LF 12"PVC SD @ S- 0.010 Q r I 8 S = 0.010 1/2 Q I/2 EL. 176.60 L1- 89°42'22" SCAi_E: i" 20' I``' q 3/4 EL. 176.65 R = ?_5.00' tr ��,`�` ' ` � t NIT D O RiMCE175.8 ON CONTROL SOMH 3/ O UNIT D ,5 . ECR AKILEAN TERRACE. ECR EL. 176-70 r^t � IE 12"PVC OUT(S) = 171.45 q STA. 1+28.66, f 0'LT. ( ---- -- J� -� 4` + IE 12-ADS IN(N) = 171.65 I N , ' �- - - �14 IE12"AOS IN(tom ; 171.65ELEV. @ 81 LF 8"PVC UNTAt 19 1 _ �" NIl I f 5 SO LFEE D�2"AI DSHT S= 0.00 Q POINT A" S = 0.0156 ` ' 1 v J I, --��______ O @ �: 1 ,� iE(FLAT) = 171.65 Q 0 ( - ' 6 10 LF 12"ADS(�S= 0.00 Z -- •� r 3s Y UNIT A O It:(FLAT) = 171.65 4 � UNIT A A _ � - aAC'K OF FiGUHE• N 1 SEE ALSO FULL DETAIL SHT. C4) i `' C.O. RIM �) 200 LF 36"ADS @ S= 0.00 CC CURB ( C.O. RIM n rt �4.5i (� ; ' --" I 8"PVC = 175.69 '�/ IE(FLAT) = 171.65 Q 8" THRU = 175.16 ` i; y• 3' rs { 8 200 LF 36"ADS @ S= 0.00 NOTE: UNIT 1 '' ffi1" �--- NIT Dl O IE(FLAT) = 171.65 �"' CONDITION #9 IN CONDITIONS OF S LF 0 PVC �-, LLj �"` y APPROVAL , DEVELOPER TO PROVIDE S : 0.015 - 8 - -- V �0"ACCESS RISER, TYP. cc STORM SEWER LATERALS FOR FUTURE le- 9F-31-1 _ SEE THIS SHEET i i _ r "`' Y N �'� .r r 5`'1 37 10 CONNECT 10"PVC PIPE AT MID POINT WITH 36"X 10"X 10"TEE DEVELOPMENT OF THESE TWO LOTS I UNIT D J Q Q / .� r, UNIT D ' � � x �^ J2 - ^1 t38 LF 8"PVr' 1 1 CONNECT 8"PVC PIPE AT MID POINT 36"X 8"TEE Y utfa:(&,menvlcw:r(typlr"IriAerclt"uo"t;dN"No/ty/"(b)dwmW(9)dMmMt - r � - cc S 0.023 23 r'' ,� 38 ^ a All'),lfl II MAItAIAI NIT Al `' '' I/+•1,nsAl•r nr AIIM (At W1.t•1tLr lui nlsl, � .r -• NIT Al I 12 CB-1 (PRIVATE) LYNCH TYPE t AA ut tor«,t" r,N1AA r t rust lit is I 41 LF 10"PVC _ I S ` jio RIM = 175.46 10♦'d NW (l IIA WO _.__ C.O. AIM = 178.5 I s ( ` SEE TYP. DETAIL SHT. . C_O. RIM A u 17 10"PVC IE =i7a.6o 17 8" THRU 173.91 : �` �� UiJ A � 13 CB-2 (PRIVATE) LYNCH TYPE r 177,70 100 LF 10"PVC 69 LF 10"PVC - RIM = RDE I 0.01 I SEE TYP. DETAIL SHT. C.O. RIM = 178.0 S = 0.01 �''� � $ a 63 LF 10" PVC � 10-PVC IE = 175.8 I I 4 1 -�- 0.010 G.O. RIM >3 14 CB-3 (PRIVATE) LYNCH TYPE _ I _ - ----- _ ._ - 81 OUT 174.13 o --- - i `T + SEE TY DETAIL SHT. RI 1 P. D Z f , 10"x 10"x a"T E, a TEE = f �', _, ;7 40 15 NEW MOUNTABLE CURB, SEE SECT. A-A - ---`--- 1 t�k�s+�rQ VisUNIT D1 THIS SHEET AND DETAIL SHT. C10 �-►� .-. .._.._ `� --.� I t L 13 14 -15� tti� 1 T � 19 2� 1Z � ll_- - -- � - �-� 3' - _ - - UNIT Al UNIT D �LINIT D1 CNIT AJ IIINIT Al UNI D UNIT D1 UNIT A UNIT AlAt 11NlT D UNIT D1 i- - u i�' ------- - --C21I 16 OFFSITE STORM IMPROVEMENTS. SEE SHT. C7 zyt 41 15 _ y�ff " UNIT D 17 10"PVr STORM LEAD, SEE NOTE THIS SHEET LL r r r'r,'i•I t '9 r,t I �,�!t t t.! m� ! t ' 1V 1•lu,•i.w of Iyplcel rl".A»d CIMM"L �"A"ST. STA. 0+91.85 � �1,, `�, _ 16 srn CB ctsAatl[ du/w. IAII l Abe 1t"II[ ES,= 175.98 Y' I �'�` r ,c Trr Q "8"ST. STA. 0+00.00 42 I RIM - 178.90 1/111111 Kt1U1Mp pl ltflUlrfp �• ... 1T1 (� 15 it'll.�.'' t �'�� ,�` .t Ker r,t e 'rt dJ r UNIT Aly I IE OUT - 176.9 rA 311 idl• /AIL 2' w l I i !. •r f r r h f * S '� `j ..� - -----__�__ 17 rlrt ctrCc». wAr.n , - -- STD CB f END OF PAVEMENT 5• 4---t-- - - 110 LF 8"PVC 1 � y€ RIM = 178.90 "B"ST. STA. 2+04.51 - - 13 J IE(q7 TEE _ z 9 (-43� S = 0.006 IE OU I* = 176.9 a �, = 173.5, i., �s� 'UNI I• HJ rmlIIMIIrUtAc• I EL. (W FO .'r M CPnrt• 15 -11 - - -�- - ---�- - - - - - "�� , 5j £'� 19 SEE SHEET C11 FOR CROSSECTiON -A-A'DETAIL - - _. i EG= 176.46 [_' r i1�1 ,�r-1�♦' I • N�.. r t,; I Cl eIt 1 rw 11»Aitem A CLASS 1 IN 11"AlfriK " SYSTEM) H I t s �� < UN T D1 I =(1 INSTALL 6"CON RETE CAP, 5'WIDE-50'LONG, 6"THICK „to AI,» Yoltl.lAl(,I tA11l1Av. . A•»nl rt, Il•-Ae•1111J. _ (PRIVATE STO '�/1 s S ) _ _ .-. - : cowlt it• 1%IIAI, r lil/fl twit- ,te 4 - ltl WON !IP,.fr »AS w G. »n►101 Ir'w» r _ ` 15 I tr r ' ___-- ' �l(b)11.1.11 of typic"1 river. FG= 179.00 r r ) r 1 1 C t Jr �t',r44Jrtlrr5 i �, i 4� rr K'� 711 tir ` - - UNIT D I t •rh,; t Itl �t�S '' ltrt: { t�;'„' 'r 't'�`': 5 y I RISER DETAIL r Y r T -- a C.O. RI - 179.0 50 8"PVC 8"PVC 11' = 175.0 S = 0.0156 C.O. RIM 17_9.0. 1-/ - - - 1 F 9 1 -'� �` I `^ 46 C.O. RIM = 176.0 _ ' [UMT 81 I UNIT C� UN_ C1 9Lj1 9 UNT 81 UNIT C UNIIT1 C1 UNIT B UNIT 81 UN o C UN.T C1 ---1 S LF PVC UNIT Al - 8"PVC OUT = f 74.79 8 PVt, IE = 176.0 I E�3= 176 23 Uti ) sQ SDCB - -- RIM=177.42' ` FA �r . _ r Y t. �i. � 16 C.O. RIM = 176.2 SC1CH 0'(12'NVC) 8' PVC OUT- 175.0 DEDICATED AREA R M-168.62' 2"PVC I.E.(W)=175.17'(12-PVC) _ )'(1 ) - r I 1 3000 SD. FT. ± W)=t 66,17 12"PVC y i -,(E)=166.07'12"PVC - EXIST DRIVEWAY • y I; 1ST C7RiVEW.'1 EXIST. CB . Don Cushing msociatcv k:KlSt. DRIVEWAY W / Z ZZ --_------ . _ ucra o1-4.4 • '� Y it F'ngit •• � Civ - --- i; - c -- -- -- t; - -- --- - ---- _______SDG ------- Hampton ST. SD SO eo PR D ROW �, v 3' USD �I�� _._ SD ___.. G �__ � 6665 SW F npt G _____QPOSE _. ___ -_�Y.._._-___. . _p._- _ _�_ �__. " 1 Suite 101 sa ___� I EXISTING ROW 100 LF 8 PVC 72 LF 8 PVC C.O. RIM_ S = 0.010 S = 0.010 8"IE =174.28 �, SPO 4+50 Portland,OR 97223 2+00 I I 2-1 50 0 3+00 3+5 S_,,,_ - - 5s - Voice: 503 620-7884 +00 0450 1 too 1+50 i SEE SH SS_ SS SS - - .,-�.-�lr�--��=:_ � _ .�.:,�; �_=--_...=----- s,:� -�---�1- __..___._ ._.�,;S•• . - �;� > . (503)h2(1-2771 `71f 1 �. - --�- 1 W 11 16 W - 16 - -_1 W 16" w 16" W __ ---. F" W __-_ _ __._ - _ -- - _ 2124106 ---- - - W -- W :_.-` -�W� _ - -- _- W _ - _ _ 1 fL W w - -- w w yy -.....-.__.__._._ - u - [W] � / -'"��' ` ... ...... SCALE: 1"=20" agate 101 .. 1=X151. DRIVEWAY" Y EXIST DRIVEWAY F_XIST. DRIVEWAY / U EXiST. DRIVEWAY JOB:04-028 SSMH / - SHEET RIM=177.57' SDCB I-E- W)=162.61' 6"PVC RIM=174.34' LE.�E)=162.56'6"PVC 1,E.(E)=171.59'(12"PVC) • C5 IF OAK ST. STA. 2+57 40 tE "A"ST. STA. 0+00.03 ( �r .1...�. _ :..-.-...-...r/f�' .. ....._....,...._.-..,.-..-...-............+,*IM..•.w« ..es,PtM4r4.Ww,"ar:ri:.;.. _ :. �' :- ,...,., r.: •...-.... .. ..^raw.?»5:9na.k1! YM)dWA�i1".i+.•rwlrw"......... ..,...---..,..»...........,.,.......,..........,.,.--.-.M..�w .....+mm r<_ 1 1, 1 l r r 1 t r t. r tl I• I.. 11. 4 1 I I I I .1 '» 11 1t', 1 Til t llll tlt I I f t {,11 I t ) III Ilu I i t i t tnf 1111 IIII to In Illi ull I�II'llli I If Iln btu IiII 1111 lilt Ilii III 11n ull ilu IIn11111Jill 111 Illi lilllltli� I.EO► .iTYsdTItlP ItS �1 It7 1I 17 13 ra Is 17 Is 19 _C0 21111111111211121 1 22 23 24 2S 28 27 2'8 29 :SIO ,I V , gl.tt 1 t i !)( HSN (,>C ' ... s jC1�' i � t • f 1 REVISIONS >` .5 MANHOI_� RIM x 160-(2 IE. OUT (E)171.18 E_tN 23 RECEIVE CCT 3 1 200' REV-DATE-07-25-06 rr,. .. . �. . .,. . ..wr. r r .... ..r. �.... CITY OF TIGARD OoO.KVI/AYAL_LEY • BUILDING DIVISIt7. ' --- I 0"CONC. r ara 14662 �� 1 Vl SANITARY SEWER DATA o�Eao� NOTE: __�.__. SS LA rERAL TABLE ----- ! 9 a err _ OAK ST. STA. 2+52.50, 0.5 I_T. SIZE TYPE DISTANCE DIS I'ANCE� LATERAL IE d FINISH THE SANITARY LATERAL GO UNDER THE STORM DFTENPON - T 1 `"� CONSTRUCTNEW 48"SSMH #I C7��`�G UNIT S DOWNSTREAM UPSTREAM LENGTH END DEPTH SYSTEM. THE LATERAL ALL CALCULATED I'ED WITFI A STRAIGHT SSMH ; ON EXIST. 6-PVC SS LINE= 3 5 �.� ON TO THE INVERT. a�3 RIM 176.6= (MATCH EX,'ST. GRADE) RENEWAL DATE 12/ 1/07 20 LF 170.0 9.4 _ 1 4' PVC 1`�' � f ___- __._ � '� , ' IE EXIST.(6"PVC) 162.47± (FIELD VERIFY) 2 4- PVC 180 - 20 LF170.0 9.2 - 1 IE 1N (6'PVC NEW)(N) 162.67 A I 1 �_ 1 UNIT A -� SEE DETAIL SHT. t:•7. ILUT 3 4" PVC 1601 20 LF 170.0 9.0 t - i I -___ I (D 96 LF 6'PVC SLS g s=0.0177 4 4- PVC 150' - 20 LF 170.0 8.2 -- ( y 5 4' PVC 130 - 20 LF 171-0 7.2 - ' 5 ' 3 q STA.AKILE AN TERRACE 0+97.00, 4.0'L:�. -- T pt ' LF 171.0 7.U I 1-- T Ol ( 48'SS MH ,ft2 6 4- PVC 118 - 20 ► 7 4- PVC 100' - 20 LF 171.0 6.6 GRAPHIC SCALE ---- - _r RIM = PVC ( o is xr w ►�-`-- I IE IN 6'PVC (N) 164.57 8 4" PVC 90 - 20!F 17f 3.0 6. - I ( I IE IN 6-PVC (W) 164.57 ' ... I 8 i INIT p IE OUT 6-PVC(S) 164.37 Z 20 LF 171.5 5.7 - - owft 9 4 PVC 70' (IN FEET) _ _ ! 4O 195 LF. 6"PVC SS 9 S= 0.0177 I - e'0 LF 171.5 5.51" = 1 U 4" PVC 60" SCALE: 20' - 1 11 4" PVC 40' - 20 LF 172.0 5.5 � - -' � O �STA. 2+92.00AY.ILEAN TERRACE, 4.0'LT. �-- � _ -.._. _ - i 74.5 5.2 Y NIT A 5 5 i Ni i k r 48'SS MH #3 �� S 1 0 a 12 4" PVC 187" 12 L, 13 4" PVC 177" - ► IE O 179.90 9,90 12 LF 174.5 5.0 IE DUT t'PVC (S) 168.02 ' 14 4" PVC - 12 LF 174.5 4.8 - i 5 fr p 1 1/� -�•c- , NI A � � i 95 L r. 6"PVC;S�q'7 S=0.0188 � r � CC 12 LF 174.0 4.8 PO-1 I V 7`1 ! L „�. --- 1UN1T A i REVISION.l 7 V n IUN Q ' 15 4 PVC 146' Q V �STA. 1+99.50 ELE UA LANE, 5.0'RT. � 12 LF 174.0 4.8 I �_ ' 1 l C,( !�1 �d 16 4 hV� 126 - I `f' iii 12 LF 17��.0 4.7 I _ _ 48 STD. MH >#4 I I 17 4- PVC 116' - V' RIM = 179.24LU 12 LF 174.0 4.8 UNIT 01 - 5__i �T 1 I IE 6-PVC OUT(E) 1 Rd.24 cc '18 4 PVC I I r _ - - ^�� 1 I..- ►� _ I TYP. 4"SS LAT. SEE T.48LF_ THIS SHEET 19 4' PVC d 5 - 12 LF 173.5 4.8 � �` 20 4" PVC 66 - 12 LF 173.5 4.8 ( IN + ! B -.� UMT p -. 21 44 PVC 57" - 12 LF 173.5 4.8 ( WATERLINE DATA ._. 22 4" FVC 37" _ 12 LF 173.5 4.5 1 I __ - --- �-_ ._.,1 �_._... -._._.. --- I (jl PRIVATE 4'DI tr'vATER LINE, 1 FT. BEHIND BACK 2.3 4- PVC 87 - 14 LF 174.1 4.3 5 j ''1�ie OF MOUNTABLE_ CURB, TYP. PVC �I 14 LF 174.1 4.4 T Al 3 I Q NIT Al 2 1;2'PVC SCH. 40 WATER LINE 24 4' 9T 14 lF 174.1 4.4 ?5 4- PVC. 116' - I ►, 1YP. ;i/4-PVC INDIVIDUAL UNIT SERVICE 26 1 4- PVC 127' 14 LF 174.5 4.4 1.J UNIT A r 4 TYP. (2) 314'INDIVIDUAL UNIT SERVICE f 4 Lf 174.5 4.5 I I -�*,j 27 4- PVC 145' - r- - °� i- -- - --_ ?.8 4' PVC 157' - 14 LF 175.5 4.9 ! r" 5 TYP. (2) 3/4'PVC INDIVIDUAL UNIT SERVICE ON 1'YOKED PVC SERVICE LINE 4.7 I � � it 4; 4l � .,.. � 4'9 4' PVC 172" 14 LF 175.5 _ _ _.__...__ _ � I .- .- _-. --• ----' TYP. THRUST BLOCKING 30 4" PVC 189' - 14 LF 175.5 4.8 �� - � ti - ---- METER _ -- --L 1 6 31 4" PVC 186' - 'l F 170.3 9.7 -- -- - - I - - 5 PRIVATE 4'DOMESTIC WATER I T 1 T ASSEMBLY. SEETVWD DET. SHT. C 10 11 • 22 LF 170-P 9.5 I 3� 4 PVC f l4 - � ��,��„„ ,"�, �� la!� � '�"'I ® I -_.___._-_. ►� ._-u ^.-- ----_ � � PRIVATE'4'DI WATER UNE 33 4' PVC 154' - 2.2 IF 170.5 9.3 T p � & T T A UNIT )PtIT-QiJ TJA !Tm -AA T i S ��`" ►�-, �� 6'x 6"x6'DI TEE 34 4' PVC 142' - 22 LF 170.3 8.3 5 5 /' 5 , - __� _ -- 4 � w I 1 UNIT HOT-TAP EXIST. 16"WATER 8"S TAINLF='SS STEEL 35 4" PVC 124' - 22 LF 170.8 7.7 _ r----- _I i " 36 4' PVC '115' - 22 LF 171.7 7.3 In TAPPING SLEEVE, 8 GV d THRUST BLOCKING 5 5 I 11 SAWCUT EXIST, ASPHALT. PROVIDE BACKFILL 37 4- PVC 94' - 22 LF 171.7 5.4 ( 7 1 6 ��- 4 ' AND T-TRENCH REPAIR AS PER CITY OF TIGAAO 1 1__-_ �- --_ 5 T Al �) SEE DETAIL SHT. C 15 38 4' PVC 84' - 22 LF 172.2 _6 S _ - -- - - ► _____ ' I JLi� PUBLIC 8"DI WATER LINE. SEE TVWD BACKFILL 39 4" PVC 64 - 22 LF 172.0 6.8 _--__ _ 3 ► 1 SEE UE-TAIL SHT. C 14 40 4' PVC 40' 22 LC 172.6 4.9 ,� -_. .. LMT_.^J PRIVATE FIRE HYD. ASSEMBLY PER TVWD • 23 22 LF 172.9 4.6 SSMH 14`2 _ _ - SEE DETAIL .SHT. C 10 41 4 PVC � 22 LF 172.?. 4.6 4 - _ _ .�.. ..__}.. _ ----- ----r - -------__--- - --• � 1q INSTALL: 8"�c8h�8'M,! TEE ! 42 4" PVC 11' - ; + � + .-. - �� 8k6'REDUCER(N) 43 4" PVC t39' - 22 LF 172,2 4.5 ----- ----- -------- III I INIT pi � 8'x.4"REDUCER(Villi 44 4' PVC 78' - 22 LF 171.5 4.5 - - 1' ► 4 DOUBLE CHECK yr,l.VE I`SSEMBLY, SEE 45 4- PVC 59' - 22 LF 171.5 4,5 4 L ---� -- 2 DETAIL SHT. C10 z _ � ► 46 4" PVC 49' - 22 LF f 71.5 4.5 1• 1fi 6'DOUBLE CHECK VALVEASSEMBLY, SEE ---- 3 d 4 �- 9 �,:J I UNI 0 ! DETAIL.SHT. C10 _._.__ LS 1 I t --•---- �{ I 5 ___5_i ___ PRIVATE 64 DI WATER LINE - 1 1 I BLOW-OFF ASSEMBLY 8 I ` Iw 3 kMTA oll W-A I CUJI � �,� T f i I T C1 • T C ,,,('' 1 I RIM-1 77 42' ( { -..... - --- T �._._ 1 - --s r' 6 8 a • '1- 19C'(1. t'VC) I I.E.('N)�175.17'(12"F'�'Cj US EXIST. Cd Don Cushing Associates ._.___. . .._. r -- - - - -. -- - - ---- - - _"'___ Civil Engineers EKIST DRIVEWAY-\ - -_. �... ... �-- •« - --+�•) - .------ .' ... � -- .+ -- _ --- - --- _- _ -_ ---__ _ _ .. . . .. _. -- -- - �__ _ _._.mmw _ _ _. - -_. __ _ - \- - - 50 _ 6665 SW Hampton ST ___ ___. _ -- --' � ... G ----- G � -- -----.___.__ G ._ ----- GAS --.__._. ._..__.____- __._ - ,,AS ____. ._._ , CC11r._..__.._ .�_..._ _ __ __._ _._..^ - W_ PortlanSuite d OR .._ 0 G t- 1 � � CAS•-• �a G SD GAS r)0- GAS SO ___ __._.___. SO _ . __._._ �..... G - __ -sAS -__ _ A. _T I 5U ,• 972"'3 11 ( I � 3i_� 3� L)0 Voice: (503)620-7881 -_ -- OAK 4TPEE T� , 2+5o g - ' 0+LS0 1+00 I 1+150 b+00 - ��„_�W��_,- _ ._-�.�� I - �-`"' Fax: 503)620-2771 ( _SMH 01 _ __.._ DATE' 2124/06 W r _ ___ _ --- 16 �► 1-----.-.---.-- L - tom" .�==. w J .W_ _- 16" - d 1 d" w ,6- W �. ___ 16" W __ : W _ `-15- w ----V - ..._ �_-O -- '1 ___ _ _ - - W _ _ W __-__ �•.. y}�._..F - -- = w r IN -----�_ -- __ _ -. W 8 w ----------- E K DRIVEWAY 008: 04-028mom _ ... .. ......r..l� -�.- E:�CIST, [iRiVrWAY W EXIST ©RIt✓E"WAY r DIST 0RIV,-WAY rSSMH _ •----Y_.___ SHEET RIM-=1 77 57' I.E W)-162.61'(6-PVC) I E.(E)=162.56'(6"PVC) ce lip In t �� I � � I f fill [ii � -71111i I IIIIIII L.EGiRi1ITY STRIP77717 7 T"T""Til,"irl, O i I !2t 14 1I ipmmtrm A i221 22 23 24 2S29 27 28 29 0 F. A 115 17 r �ww m"IN t ay�01! i 11 1 , I i i I 1 r I t, I tt 1 tl 0;1w' t I i t , , I � i •r' .x M 1 u jl L t I ! I ,4►daa�hW'�[a<he�_s+.�Jd'+..,�"s v, aG.�Yc + 'Pr• ,. y ,. ,.:, ... ,. . ... . «,.,.-is.. 9 a.+,n,a:..kuew,.,.w.,,. ..,..> _ ... ...":w.. ......w....w.H.. w". ..,M.... ......,Y.W.... , RFVI SIONS j I_•) c w LO 1102 1110, 1411 010 8 rl I 0g r t Q r + II �► _� r T ^ + + cr- CC N it X II 7l� it N I I N Al' ! II M r n- ^ SC�Ck3 � II � �•-• .. _- I r.- :-.:-,.;- .....,. r - - 13 r..� ---a -1��- _..i_l ...� �-� - - - Ij W � HE V UA 11=-U7-�'S Ufi R.IM=177.42' FU- � 13 20 E.(w)-- 1 75.17'i 12 QV� ) - i't�0 R l - 26 16 25 _ - ._._ 22 21 7 21 12 /LS/O6 c TpRor"c' �:, o , !! 80 TAPER hJ <., 4 2 - - EXTy, '�- 9 ��v 14662 77 --_-L EX VE WA - ._ - - - - - � _- - _ - ----- G ----- �I M�- tiFi / ,1. . .� / �� /j J {f;'1 h OREG�IN 3 /� / j / /, 4+50 5+00 o1.S�aCa OAK/`1 ICJ 24 ?7 O 15 STREET' s i 3 RENEWAL DATE 12/31/07 11 _, - _ "."---.-• - -- - - r EXIST. DRIVE4'VAY) (n REMOVE EXIST 112"PVC SD(+P S 0.045 RIMx-177.57' � ! REMOVE EXIST END-OF-LINE CB I.E.(W)_162.61:w:pVC)1 .. Or1K ST. STA, 21 57.40 ... "A"ST. STA: 0+00.00 C) cc HIGH POINT ELEV = 178 10 OAK STREET PLAN HIGH POINT STA = I +40.00 .,GALE I - �0 CC (p� PVI STA = 1 +85 `✓ PV!ELEV _ 178.70 LEGEND F•. r IQ1� A.D. = -5 00 W K = 30.00 � 7��J � NE.W.'1SPF IAI T, SEE SECTION THIS SHEET u ' 150.00' VC __--_-- ---__- . # cc KEY NOTES o � V) w o GRAPHIC SCALE CO U) n ro rr «r -SAWCUT Q EXISTING GRADE 180 �r 180 - - - - --- -- FLOW LINE $ (IN FEET) 1.2591+ SCALE. 1' = 20' --_- - ----- -------- --._r . r) n. : 46 LF 12"CSP(Q?S= 0.006 -- --_ _ ____ -- -- -- - �. II I II EXIST. OAK STREET CENTERLINE - -6 175 �... 175 -----__ __.-- ------ ---_ ---_ b-_-__- D � �------ W + - C. AEb + + + ru ti '� uj Eht,` T�TM G'E3 _ sTADSTM CB. 0+50.00, 18'LT. I m m I m g c+�n s ° NEW 12" TM S=0.044 STA. 0+01 T6 . 11 5'L T. rC = 177.70 i T r ij i - 1707C 17,? J3 1 M 177.20 - - - - -- -- Lu 170 -- ----- - ---_ __- �� IE(W) 1,'5 17(1 ?PVC) 0p 00 `� v Q; I PUNCH IN @ 1 (E) 175.27 I g0 cc S T T M - 35 LF 12"'C900 - S= 0.010 n STA. 2+163.0, 12'LT. Q. I 4 RIM = 1175.70 ISTD STM C6 I D4TL',4l ELEG _ --- _ r` I'r LT __-_._____• .__ _.._--- __-- _ � 165 165-00 _ . - ______.. . --- -- � - - - . _ � fi"��CI�� ' IE IN 12" 168,40 STA. 3+21.23 , 1 T LT. i ... IE OUT 12" 168.20 TC = 172.50 RIM 1118 62 _ `t- IN ►2"(A4) 165 17 1 0 RIM 172.0000 u� rn a (h� t^� ►- o NEW IE IN 166.17, (Punch into backside of axisting CB) 1 �I ca1� � 0+00 0+50 1+00 1+50 2+00 ca = ^ ,, �� 2+50 X `n Co `D 3+00 3+-50 4 f-00 SHALLOW STM MH 4+50 g � _ ti1 2 � _ STA. 3+98.67, 12'LT �� CL RIM = 168.96-x- (MATCH EX. GRADE=) IE IN EXIST, 12" 166.62- (FIELD VERIFY) ' 1� z IE IN 12"(W)(NEW) 166.85 1 �i to `1 ¢- � `- O � dz0 � � aww IE OUT I2" 166.62 w cc OAK STREET PROFILE ~ 31'PROPOSED SCALE: 1"= 5'VERT. KEY NOTES 1"- 20'HORI. NEW EXIST C( FL PL 20'EXIST 20'EXIS F. PL (� NEW AC ROAD SECTION, 3"CLASS "C"AC OVER 10" 12 NEW CG2 7YPF CATCH BASIN SEE DETAIL SHEET C 1 I 19 SAWCUF 36"OF EXISTING A.C. ate. TAPER COMPACTED ROCK, SEE DETAIL THIS SHEET , AREA- 3024' STA. 34-21. LT 15' 11' 2 OVERHEAD UTILITIES TO BE RELOCATED PER UTILITY I`I BARRICADE SEE CITY DET,-,IL #192 SHEET C11 Zo PGE TO COORDINATE WITH CONTRACTOR FOR DE_DIC_A770N O SUPPLIERS RELOCATION OF POWER POLES TO 24" T O SAW CUT LINE 14 EXISTING 48"SANITARY MANHOLE BEHIND CURB STA. 2+32.00 ?_1 INSTALL NEW MiN. 2 1/2"CALIPER HEDGE MAPLE 1 0.51 REMOVE * 10'EXIST. AC TO CL -+- 17 __-- � NEW 8'WIDE SIDEWALK. SEE DETAIL SHEET RIM = 177.51 STREET TREES Ca124"BEHIND NEW CURB AT STATfON5 0+95, 0 5' 8' S' IE I!`!6"(W) 162.61 1 +20, 1+45, 1+60, 21 10, &2+95, 17,5'L T. TYP. (7 Don Cushing; A«ociatl d !1 EXISTING AC NEW CURB AND GUTTER WI FH 6"EXPOSURE, SEE CITY DETAIL IE OUT 6"(E) 162.56 LOCATIONS) Civil Engineers #126 SHEET C'14 15 EXISTING SANITARY SEWER LINE 5.1 MAX -5% 6 LANDSCAPE SUFFER 5'WIDE �►� 22 INSTALL S 1REETLfGHT SEE ELECTRICAL PLAN 6665 SW I ianTiTton ST. +'16� CONSTRUCT SHALLOW 48"SDMH #1 � Suite 101 � 7 CC'^ISTRUCT STANDARD COMMERCIAL DRIVEWAY(WITH MESH) V ON EXIST. 12"PVC SD SEE DETAit. SHT 14 23 REMOtiC EXISTING POWER POLE= Penland, OR 97223 Q) AS PER CITY DETAIL #141 SHEET C11 CONTRACTOR TO COORDINATE WITH Voicc: (503)620-7884 NEW 8'SIDEWALK AN MANUFACTURER FOR SPECIFIC MH Zo Fax: (503)620-2771 EXISTING OVERHEAD LINES TO BE PLACED UNDLRGHOUND CURB AND GUTTER 8) NEW 6'BIKE LANE TO BE STRIPED BY CITY OF TIGARD ON THIS TYPE OF SHALLOW INSTALL ALONG SITE FRONTAGE 2"CLASS "C:" *ASPHALT T CONCRETE J 9 REMOVE 113 LF OF EXISTING STORM AND EXISTING CATCH BASIN 17 NOT USED �'S INSTALL 10 l_F 12"C-900, S=.0045 DATE. 2/24106 ON 2'CLASS "B"ASPHALT CONC. 3'(3/4"-0") 35 %AASHTO T180 -- 10 EXISTING ROAD AC TO REMAIN 18 CONSTRUCT 48"SDMH #2 26 ADJUST EXISTING DRIVEWAY TO MATCH NEW AC CONDITION o RIM- 175.70 O SCALE:NOTED 12'(1112--0') 95 %AASHTO T180 - IE 1N 12"PVC N) 168.40 ( 11 EXIST 1G EDGE OF PAVEMENT IE OUT 12"PVC (E) 168.20 27 CONSULT WITH GAS COMPANY BEFORE GIGGING STORM JOB. 04.028 L.INF_ ; ADJUSTMENT MAYBE REG1U1 TYPICAL OAK HALF-STREET SECTION A-A SHEE i C7 "room# YkM'bh^r,.. ' ,: _.,..,y.."..,....,..---•- ._. ...,... .._ .. ,._...... �FdR„^,.. .... .,.r„... .....,.�ei",r�"a+ea• ..-*w. ",n"," ,.pwl*-,-e.:..-»n,.r....-wn,.--"'w"-------^--- .,.__... _ _... .., ............ .n-... ... ... ','� C 1!!!1!(!1 Ill 111 1 1ty 1011101 1 1 t1' lj I 11 1111 !!! ! It ! III ul 1 ! ull illi !1i► 1!II Iiil 1 I ' ! !III I li i ! fll r a ' Ma'i.l , ' illlf�llll (lust! ! II1��►III IIII,tll1�111!IIItI tltllllll Ili III ,I ! tf 1A?I11111-1 LEGUNLITY STRIP � � R � 1 �I �1A12 13 I4 1d I f 8 l�il O 1 2 :?�+ 24 20 96 21 2u 9 310 y pp ,u t y4f � n F, �1 t V�� (■Ip@ � vw , O cr1 y ,4 R t;at '.i ,0z .•. I I C11 $P NOW } 11 9 lk- I 1 II 'FW J ti xp 11 p ., .: .. -• ..., i; A.auv. .,.:.,w ..:.:,- .- ... ., .:... ..... .:.: iwia.aa.uwcwaaw YJr..,.+LLa,r,.w - .0 e ... :.. .. -r.. .. _...._.1 ,:,, ..:. -. . al.s.raNM1a`Mer i i a•Ye6 snr iYM..::: ..:.4.v...r'":.E/ r r, r...:: rw..aw i:rw'LF't.rNs iYLiswn..-' . w."r ,F.w,...a...,....,.-....-._.a,..N...,.._......_......_.._....., REVISIONS Ii MAh1110L1 HOUSE MATCH EXIST. PVM'T TAX LOT ------ - - ;:— . ;., rdAh1HULL C OF °A°STREET 3 �22.36- ,, , MATCH EXIST. PVM'T � 1200 �hIM = 180.1�' F OAKWAY 0+ 5.80�� REMOVE TREES / �,a�E!_. 179.64 i F. It,l (W:} i r 8 1 t C �ALL CHAN I.E = 1 (Elt EL. 179.64 _ ,i t-IrJK FENCE TA'r: LC,t r��,® / ^ I.E_. IPS (r•t) trri 53 (l iI.L. ICJ �W) EXIST, SS MH % 5 1179.96 �� ADJUST RIM TO FG i, 180.30 ^/ ® 179,31 / 179.31 / t8. 14• tY �p PRgr- TAX LOT REMOVE TREES 401 — — reg► — / /T/'� > �• 14852 GRADE f0 DRAIN / / i , �' / '.,�e / ---- 3 50 4 ed7777 �00 - � \.:Ij �/Lb j /0.011% -0+ti0 _..,• 0 iOAKWAYALLEY OREGON y _ __ --- .... . ..... . ... .. . .. ... ,.. , 1% FL. EL. 119 10 07. A �� Y 85 LF OF 6"STD CURB �G� I REraEwAl DATE 12/31/07 G 4 3 c PROPOSED TOWNHOMES A r Ole � W 4' TALL WIRL ITWL _ UNI T A - - I 1 (- UNIT A co TAX LOT I hIIT U1 r1 29 � . !UNIT D1 , ! 1 f 3®00 _ _ I cc_ ' r UNIT D TAx LO 3ga�� HOUSE UNIT At - - 1 j u: NIT Al I ® q � rx W � cc 185.0 L PI. FINISH GRAD OF OAKWAY ALLEY C.L. j ASPHALT PAVED SEE SECTION BB 18001 i ------ -- — — - — 0.5°0 I i cn I - LLJ -- Q EX13TING GRAQE OF OAKWAYALLEY C.L. --.__._ _ _� -- _� _-- 175.0 i w i LU> CL cc 170.0 -� � _..--.-_-__._.--__ u. ----- -- - . ._._ nn —�- i r----_ O Uj w Q. 165.00 0+00 0+50 4 1 00 4 + 50 14-00 1150 2+00 2+50 3 o0 3+50 Q '^"Tf SANITARY SEWER DATA QSTANDARD CATCH BASIN • STA. 0+0!'.00, 8'RT. LEGEND : RIM = 178 91 IE OUT Non Cushing Associates 20'WIDE TYPE. GRAPHIC SCALE 0' PAVING �% /T � NEW ASHPHALT SEE DETAIL THIS SHEET 2� STANDARD CATCH BASIN ,� ry �;r Civil Engineers - -- STA. 1+31.00,12'RT. I - r 1 ' 6665 Stix Hampton ST, 1 - 112"A C PAVEMENT- CLASS C RIM = 178.90 r� -, Suite 101 3' " `�` ` ',_: ;'": --•---1 - 1/2"A.C. PAVEMENT- CLASS C (IN FEET) INSTAL(. 10"-3/4" p CRUSF!Ep IE OUT Portland,OR 97223 SCALE: 1" = 20' Voice: (503)620-7884 r ROCK COMPACT TO 95% y cs} ` "' =` 'i b {;3� STANDARD COMMERCIAL DRIVEWAY DETAIL W 142 Fax: 503 620-2771 +` PER AASHTO T.99 =•c� � `� ( ) SIDEWALK ADA RAMP --COMPACTED SUBGRADE DATE: 2/24/06_ Di PAVE 20'WIDE, SEE DETAIL- BELOW SCALE: I"=20' A-A OAK WAY ALLEY AC SECTION DETAIL STANDARD 6'WIDE SIDEWALK AND CURB JOB 04-028 SHE-E T CS I i ,. .., ,...:., .. �� !, �'.. ,.w., .«-...,.rw...'«'I- :M,faaw.._.-.._........,_.,............—.......,_..,,._. .._-_.,._..s+....,..,•..,.,..,.T..-rne„I�,AI.►,..« .... .•b,l�,l�"..,...,....:.n..rw..,.,........,.,,a...e.,* ..n.�.+ W++M',MMM+wwcn wcn_:...,.,»Ji,l,�#... _ arm-r.r-••— , _ ,:.6. • �} 11i 11 i 1 111 III 1111 1111 III 1111 1.11 1 1 111, I L I 11 I ! tl i 1 li 1111 111 11,11 il,; II , 11,1 I II ►11 1 1 II II III I I Il II IIII ,III !II I , IIII IIII t I (IN I II n IIII IIII IIt I I 11 IIII II 1111 Ilil C m ,� i ( I f I I -,�, ( a�e 2!� 3 0 " �T1r �3�alP 10 1 1 12 13 14 18 17 IE7 1�3 20 21 2'�2 23 24 25 28 n ;i �pmrarl vA i',I I ! 01 HEMI o 10 I ar-::;: ..:a�r'Ic"'h�.a l,�.�',.i,, .,-...,-:.., .,.:-.a`I�e :: •:, � a'"... ,;: ! y h'r i ;:h •b. 1�; .'- ni •,. rr wHs 3 u �t I HE VISIONS SS uAF,HOLE R1M 176 53 55 MANHOLE 5' IALL HARE FENCE I-E IN&J 16811 RIM - 18012 LE. IN 188.53 w SS MANHOLE 200 LE IN W 171.23 6' TALL CHAIN 1 E OUT (0171.18 / A LE. 166.73 RMI 18!09 LINK FENCE TAX 1- _ TAX LOT Uj I.E. OUT 111175.71 9000 +o to l4 _ w y' [ALL VARE FENCE I E. 0 N 1151!6 ✓ r Ip ♦ w r. w �r.�� w r ..rrr....-� or r raw PR 10"GONG I ! r /1 w .._.__ (.\ rSS SS ( mom �.7 r w w.r—r—ra — w w wNP --7 / ` ~` 1)6#;2 000 \ t ORFC;ON � \ \ 1 0 ° 10387 S N 870,AVE fC 07. �ur, A F ILOT AI o L J TAX LOT 1S 1 35AA-3705 \ 103135$'1187th AVE RENEWAL DATE 12/311/07 -� TAX LOT \ oil is t 35AA•3701 t. o _ - -�. TAX Lor o o UWT -- - _ _ 0 TAX LOT ° r rn 396U O NIT AL -� T Al v J GRAPHIC 13CALE n — -- I p LOAT A o I L J (IN FEET) 8 a 7 �� i S(:ALE 1" = 30' O �R! --. T DT o • o _ , 0 cc o o T T 1 ° o r o Al L _ TAT I I ® cc ° UNIT A 1 O �'�f� � a'Z J a. a..=. a• � �M fir• cc T1 - MMA A4 I UNIT X131 1 1 13 T A I�tMT A (� Q� L��1 i e�_^J1 • -' 1 z r 0 _ ATa PT JA TAX LOT FvM- - - - _ - - - - -) A o �� 02 I S.W. OAK ° RIM-16753' -- - I zr +.:. • T G LE.(S)-165 313'(12"PVC) i- LE NE)-1656!'(12"PVC) TAX • ST E ET _ - 1 p �� --- c� 39 TAX LOT RIM.16719' �- n I E.S)W)-1165.69'S(10-CMP) 1 TAX LOT r ( TAX 3703 T 3701 I.0-(E�-185.54'(10"CMP) ) EFSffI416716 L J LWTA LOT ° -- _ 'F.3 l -� )=165 66'(10'CMP) /VUj �. BI, L UNIhi CT UM1 6 )rA8 Bi 1X13 C 11 Ct UW 8 8 UNI C UINT C - J T A I ° SDCO / R1A1-187 21' LE.(W)-165.9!'(12"PYC) SOCK - • ' ' i I ) p - L'-- LE.,F)-185.90"12"PVC Dt 'H INLET F414-11660, 1177 ?' i. +, • ,r.3 ',._. a• a, , RIMC-168.62' h.- OH LE.(N)^168.26'3"PVC) }��j RI -154.97 1 E w)+ 173 90'(1 t ' •, •` _-_ ) G ` I.e SE)-!6�.7A'(CPP) S LE.(w)^175.1'r(12"PVC, r + -�' LE.�E?-168.0712"PVC) I I E1E -173 82' 12'PVC yy Sp SSMH _ RIM'._!68 111' - \ _ u Ca:ri/ iNIK'TW - --- - 12" PVC I E WW1-159 115'(6"r�VC -SO -®� _. �` - SO—� -�.`�- _G`---r�-_- I E..tBS.]S' I.E(NE}.159 96'(8`PVG; -4" --'- sD- - -7 - A 0 _� G G --- G GJ Oo / �� 112' CPP 50 ---- -SO G I I '`' IZV / LE-164 90' Ln CPP r — Sti u N O/ 1 1 -_ ry - i6" W -- 16 _ 118 W _ _ -_� 1 K '^' I �_`LE•.165.30' SSMH - OAK STFE 1, —_ _ - -- __ _ V� a SSw►i I6' w r1d.�L__-- 116 w atm- W w _ - - -- — w --- _ w \ RIM-16e 17' TAX Loi Ui llw-17e.23' _ -116' W - _w w - _�— w — -- w -rw] . iz" CONC. PIPE \ LE, w)r161.Ot'(6 Pvc) LE w)"1641s(e"rvC) -- - _ - w I E -161 fp'a"VVC) 1.E.-165.33' LE. NE)-160.95'( PVC) 2600 tt LE�S)-160.96'(f+PVC) El ) _ ( _. w] ti SSMH a �11 -n7 57• SOce(W82v8!'f�" VC) RIM-174.34'(E)-162.56'(6"PvC) I E.(E)-171.59'(12"PVC)J �'V' TAX LOT ILi {r •': CN'� I TAX LUT TAX LOT TAX LOT TAX LOT 1200 LL t { n !+, TAX LOT TAX LOT 4400 130J 1302 1,x01 u # 4200 I 4300 t> T 1 y r x I Sm 0.0519-An wit- y `�.� - --- -- _ �... OAKS EET EXISTfN GRADE � I Ui►n Cushini; 'Assnc)alc� Civil Engineers 175 6665 SW Hampton ST. suite 101 \ Portland,OR 97223 - - 4 , - Voice• (503)620-7884 - \ I ,Ire (503) 620-2771 1 •\ JA1F_ 2,24106 I � SCALE. 1"=30' 170 I -`-z ;` _ S. 06.7E ._ .._ JOB: 04-028 HEE I ' 1 { ( t SCALE: 5's VERT. ( (. �� .3 0 HORZ a. _.. 6+50 +50 8+00 1+00 1+'50 2+00 2+50 3+00 3+'50 4+00 4+50 5+00 5+50 6+00 �� rrll�■w► .., i,::�'1'•afr..Wfrw, ... ,d..p... - ;..- -..... ,., ... ...,.,.,..,.,,»•.'•^"-�IIIII��..1�.w.wn1 111!111111 fNl 111! '111 1111 1111 INI I1 NSI 11 113!1 1111 11 ' 111 illi' 1111lf NII rl!! !i 111!1 111 Itll 111 Ili! { i I !II! 111 NI illf t II11 1111 I i III III IINI'INII1111111111!1 1111 Ili 111 Illi IIIiph Ilfl I' h r t ■ a` cm � Iri � � i � i !� I ! ,�, ! Ii � I ii I > > ,' , � i ilrl �I►!1 , ^ ii LEGIBILITY STRIP t� 2 6 7 c3 IQ 12 13 14 IQ ( 1s Ig 0 21 22 23 2a 2g 28 2.7 28 �r 30 �fir.•..;.•' ,i .. -.. ��?c •1 u Y NOMI to 10E M: ti. t I • t � c I Er rS" •A. ,;: ., w ............:.. .r ( r i,I 4 1 1 t 1 s i i , i r r I , , (") . r f r t s J� I r F, d� 4 1� QCs u ��1•M1 t1 Y a y. a - t r V fi . •,i.: .. a ,,, ,+:..u,..:,.u wr.=a.a...r,«wr- xm...r.•., x.... n N' .. _....rr.n., •,w.'..,.x.,_.:5:� I P�.Spf+Caaa�;ttwaW�r,Au'Aw;ru. ':wt, ...... .,.,_.... ,....,_.. . .. _. ..... -., ...,.. w .wam��" ,..e"psii�,::>Ir+wW.wmil+ya.wc.M-r.rds...>.,,, 9a ._d 'LREVISIONS 7, , t L�, NDSCAF' ING MINI — BASIN STORM SEWER CATCF--i E3ASIN NOTES S REV DATE-07-.''5-06 Z" S uare W th 4I19 Qutlgt_ __.24--_ uQreWith 4"b QR 6" _ GR 8"W Outl6t 1. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN 10 pR� ;TATE APPFOVFD - ASPHALT DIPPED APPROVED - ASPHALT DIPPED HANDL IF VIfH _ I ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC•WORKS ass LOCK PIN CONSTRUCTION. yG1NE'�• —-ADJUSTABLE LOCK -- j ALTERNATES ARE ACCEPiABLE VL HOOK WITH LOCK SCREW + + � 2 FLAT TOP SHALL BE H-20 LOAD RATED WITH NO COVER1 s� X146 2 TI � PROVIDED MATERIAL SPECIFICAONS / Q ' ARE ME r ANA FLANGE BOL T —1• RL1U OR TUBING N'' I I 3, PIPE SUPPORTS AND RESTRICTUt�/SEPARATON SI-TALL BE OF THE SAME (? �'1� �'/ \ PATTERN MATCHES. VARIABLE LENGTH ,- . i ,- --- � -,-',-.• ------ - j MATERIAL, AND BE ANCHORED AT 3'MAX SPACING BY 5/8"DIA. STAINLESS OREGON � STEEL_ EXPANSION BOLTS OR EMBEDDED 2"IN WALL eft^, 01, LIFT HANDLE 4. THE RES TRICTOR/SEPARA TOR SHALL BE FABRICATED FROM 060"(MM) CUSa�� , 1 . Box fabricated tram 10 GA. material � ' 1 . Box fabricated from 10 GA. material \irr ALUMINUM, IN ACCORDANCE WITH THE.APPUCABLESEGTfON5OFAASlITOM 04 36, M 196, M197. AND M 274 RENEWAL OATF 12!31/o? ( �� \ 2. Bike proof, heavy duty traffic grate _i I 2' Bike proof, heavy duty bar grate - supports AASHO H2O-S16-44 IUaoi,�y ` _ �r 5 OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WI1}�A Y�I(M RRUG METAL PIP R GRUU _ -' ATED M TED STANDARD COUPLING BAND FOR CO E O SIX EVENLY .SPACED HOES _*' ,1• INTO THE BELL OF CONCRETE PIPE ON 10 3/ BOLT CIRCLE -�cvr •- T ; FOR BOLTING TO FLANGE c "- i"------{ rnNNEciIoN-, --` : 6. THE VERTICAL RISER STEM OF THE RFS TRICTOI��..t_PARATOr' THAI-L BE �l� THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WiTH AN 18" r t, . J MINIMUM DIAMETER. ,L w ..,.,.e. ; "`� 7 FRAME AND LADDER OR STEPS ARE TO BF_ OFFSET SO THAT. t' .. ».. —� \ �..r• u `\ o/ O .'wan A CLEANOUT GATE IS VISIBLE FROM TOP o" ,oma. 1 ; B CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE. Vo 1w/ 'r'_/ I L E VALINE !�IE`N N K M TH P l+N T R C. FRAME IS CLEAR OF CURB (IF ANY EXIS TS) J ( c, 0 IN I 8. MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE o �i `�• ,, ; , ,�, ; ,SIDE OF RISER 10 ASSURE LADDER Cl FAI�ANCE. SIZE OF ELBOWS AND �O o4 , PLACEMENT TO BE DETERMINED BY THE EiJGINEER 3 SIDE ! 9 RESTRICTOI3 PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT Q cc L FRONT -- -n - PLANS SPECIFIED OPENING TO BE CUT ROUND AND SMOOTH I - 1 10 CLEANOUT/SHEAR GATE i LIFT HANDLE SHALL BE ATTACHED PER MANUS ACTURER'S RECOMMENDATIONS %( / ALUMINUM ALLOY P;=R ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B --� �-- — ( AS REQUIRED. LIFT 1 fANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK I� t:• IMtI►Me � I �\ tP sawurc AS R cc \ L=QUJLaEU NEOPREN=ROBBER GASKET REQUIRED BETWEEN RISE"iT � ` MOUNTING FLANGE AND SATE FLANGE MATING SURFACES OF LID AND BODY �•I TO BE MACHINED FUR PROPER FI T. FLANGE. MOUNTING BOLTS SHALL BE 3/8" cm b.4TE,�. IA STAINLESS t'~1 GIB.SON STEEL BASINS' GIBSUN STEEL BASINS tv a+.'.Ct�itAEn Mtlr 11 ALTERNATE CLEANOU1 SHEAR GATES TO THE DESIGN SHOWN ON SHE1=T2 U r+stVyY�e • 3 fT [TEAR 'wA•..t Ala,,l,•,; ,.,r t ,Y K , v' , ,' '••I•+4+.• ARE ACCEPTABLE: PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE er 3 auLrFMInT •,F CuN', •r,:7"r G c, r AND HAVE A SIX BOLT, 10 3/8"BOLT CIRCLE FOR BOLTING THE FLANGE 247 WASHINGTON ST. 247 WASHINGTON ST. CONNECTION. rJ • EUGENE. OR X37401 to -- -- --— — I 12 GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED EUGENE, UIQ 97401 SHEAR GATE �`' FIRE HYDRANT � I " V. � n '541 687-8672 117777 lucbinK:�►wclrlrx I HINGE MOVEMENT, STOP 7A(3, OR SOME OTHER L)EVICE (541 ) 687-8672 ) t'Iv11M;nglneers JnB It,wletin� l!!eti'Nalrehislri ': ;TANDARD INSTALLATION + _-� Q� _-,JY A E CONSTRUCTED IN ACCORDANCE WITH (Fax 541 ) 687-0033 6m.5 SW H.mplus,Slmt,Sw1c TUI JOB 04.026 DRAWN RY --- ---- ---'- ---- 13. PRECAST CONCRETE MANHOLE (Fax 541) 687-003.3 1r,ItlAnd,OR 97223 �l (3031620-7884. Fax-(5(17162(1-2771 PATE:3-2fJ•OG SCALE'N T S ()t ASTM C478. 1.tUUll / 1M410-,2xOttEf-t MQOETv l/onFColO-A2MlZ-I461ra-4WN i ... .__. L 1rtl1UST•lOCll y - x r 1fTAN t QANp Z (k�lAY:1 STANilAKLI.: �i.l7Ut '>'/+NiANf::i Ep i ^■A F �...____ .._ a{t • #� ,\ A rLG. �( \� , I •A['7tiLCNM UENfY I F�„ .kv A \ -- t - t ! ---- --- ------•`� Aida ('X17.1+16 AOAFTf7P � N3 Y ll l »arc t �.t`l ( I i i ,.IS �� Q( � '► L_ T 11 1 - « i _ FLOW JJJ FLOW , ..� rT+ :•a.• --t• &w 1 i. FK {�`, F, I OF Adw ,� lftE'tt yy, I : :JI 1 1fC oo � - An(� w« ' �► 1 l�-- - - -- - _ -- �J PLANw 14 J SIEf• �— \ / AppLtlMlFtfNiONIA CC OCL l3 Mot I lx EE EY E Et�17.IS O gr'fCM'1CAi1Q/S trim rxlswrcROSs \O PLAN VIEW Q.�U�L�S�H�CK VASE ASSEMBLY PLAN I i t. WSTAMAESSSTEEI.STRAP SEE NOTE - �-_ ncunl,+, 6 3 4 r� p■ ' `p■/y ,Itlf --------- VC ;rr,Mu ly.r1 v�Y IT Pto SYCIR11ts+'sttM -� e• u.,, +,,., C L�n-------------- , w . to Iwo { -- ° COUPLING - -_+ __--- -- ih t 6 i v. O G REMOVABLE WATERTIGHT FI ow IL(M - -- - O F ELEV E ELEv -a-.r Ines ns t,•1---- III ,ns,Arkrl nu. �� II 2� LLL I taLulAwcc ,FI III ^ �.� e•SHEARGATE 1Nnl a MAXIMUM OPE_P11NFi $�M N ` YAL�u ofely L10NTROt$MFORCLE A"'T tR',,TAMHESSS,EELSTRAP I ►'; 1 ,Rlx•E '•:NEC, vn:vL b IE our s. OF GATE Ii [Na,c s fl1'1' P ! PLATE WITU a _ . STS W 7ORPLA TF ORIFICE AS { _ f ✓ rn I,. _ I t t J - a ()RIFIGf)WNEIER-25' SPECIFIED BY ENGINEER -r - ILS - -- n^GU,r I s 1 All ....• + A. 7 MAY QNN' ,I F f & _ UPPER ORIFICE DETAIL ' - � ,I It i III SCI+EEN ° - • '.,a,:u t� All AST ..s--- __ --{•••N eD 7/A d PIPE CC_EANOUT/SHE_AR GATE 1\ �1 II I `-A.: a.��' r�i _ '.� !r ��•90rT004 PLEVIII I .-14N..M1 157 ISAYUGHt •r i ` b �•,:,'- _-' SCALEWTS / t : I 11 I !! • ,i' • . 9 I I I _ � voq t1$ rn�*7om, PUuMP SFCTION A-A S11, MIAL 310 Nw. 1zo fIr NOTE VATIO a t Fl) S1AGE DISCt4AFI0E(:AtC'I N ATIONS,ORIFK:E DATU M REFERENCE - L_l..11 R POINT AT CENTERI.(NE Dr 2 5'tX41FACE AND CENTERLINE OF OUTLET PM'F.(FOR BO rTCW OMFICE) �►�T�C 1111L171' 131L,(,(t 1L1L.li�eli i � • � _{ 2 STA140ARO4ANFIULEVIE TAIL SIipWNIORREOIJIFtEl7 SIZE VAOLT • DOOR ' •-�( `� SPECfr"TIONg0FritTMANWY[ APPLYAPFW0FRIATF. _ - - �� I. 1bE1Tf1~1 * y7EAt. Aft dCr1NLSN1 iAu,t MYIa, ,. -.--- -•. •.. -.---.••.•-. - NCM4 `aI1NMIM. ,(`gbtET t 5AL 2 CChVAC;n0 10 IMSIALL CAI+Cnr:R; 84UASI J MrJDrFK AnONs m srnwaARD nuwF+cxE DETAK T()n+F oc7 stow 3 660-WA ` t t .__ ...._ _... .. ,,...__� Yt1'MIN ARi1LIN['pA;,1 tlF VAr)t T W,4rat ri ft;1WM', I 1 CCWTWX MANHOLE 4 577::YA -J SAE tip HM►I GIF:M1Mn MAtrrt t13%I 1 I f E �>�tl Ii 60" DiA. FLOW CONTROL a 67b—WA I ')AL _ LL MIA MAX, CEP R MALL M 1,I`(k a ,/N• r r r 'w 4Y I ' ,3 .. EtCXpT#' MMI, t!� MAY,rr,M FieOMA 1Atla+ J ,y 9 (;87-VIA .1L1 :SAI' 1. T.Mwst*I" ,'-n• LON nu KWSS I � I � 9 a �y !r� , �� • t S MANHOLE #'3 R Y TFM T Y 1Q T;11j6-LA - -_, 7- 371E Fm u-1 Lw rwr. t4A"f, i1w rrMt Ix.etst. ( fv vt �� r IlEltl �usititt�, fltit(ICIJtt' (LARGE S S _ Uon C1lehle Attwet•Id CLEANOUT u'aullx ��(M1F,AtI t,T ,ot Al , Ikmtulnln rS.wrlMle�1 - � � ___ _- _. _._.- --_. ._. . .- , La� Civil Engineers Civil l�►1Rineee,t JOB 13 Civil Engineers JOB: _ __._- r, � �/ � 1 � 4 � �� _r•r.1 •'.-I f16h5 Sw Kempton Suers,Suite TUI iCFT f 04-028 DRAWN BY 6689 SW Itnmpton Surd,Swlr TUI JOB 0 04-028 DRAWN BY: + En 1 r l f)665 SW IiaTllpt(tn ';T. 1'txtl.ttcl,rlFt 97221 Ponl.ncl,OR 97223 DCVA (FOR LSE WITH i 00111620-79941. F x .%) 620.2771 SCALE N TS OF (503)620-7984 r Fax (503)620-2771 DATE:3-28-06 SCALE N.T.S. OtRVICE LINE U�) � `>uitc 1(Il A ( 1 D.1TE:32806 1'llaletiri Y RtP1'l1i`ati'icl C s , (� t 97223 -- -- — _ I ortland, 1 \ Voice: (503)620-7994 Fax: (503)620-2771 L` DATE: V J �I I SCALE JO x� .1I1EF_T J1 ' C10 k 1: ... .. ,.- :..,.......«.,.,..,,rwne.v+.,.Mww-..,,: .. ,. ..,_._....,.._.—..r......... ,n •• .k .. •`to"R.^.".i,s1F,ICRA71Nt'.+:'>d�6) J'a a4G.. .r .u. ! ...w,... r.,,,r.• .,-,. , 5' i.: .,:,a, 4'O'..., . 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J ,- ,. r .5 :''A.: Jt, .. i i .r. ,:I.: . :1 r. #: .' , .c. i..:Y._ @ a, S"[ .c. ,,. i• ,.:. , .n. -..,L .IP.. " r 31" u f: ,, C,:,,,, ,�',,+ , �, �, ..•r� r,.9µ,' , , •,. ,s.,>r,a ,.,r :, ..'37777 P ,�,.Tyy_..tl ,.,.,Ff... . :. 7', :Tri , :. ,...'H .r.. .,:...d n •� .. M M 1 , r , rry r „ , 1 Y.� tW`41 1 i gyaja r}� 1 ..f Aur ` ^* 6,. d 7 , a I t ` Marr; t 1, c _„ .,vwi. �liNSat �ksr'.•k,drie..•- - r.:,-..• REVISIONS GENERAL NOTE: -- I3 I)51ORMFILf[P BY CONTECH 5TORJAWATER 5OLUIiON5,PORTLAND,OK 18001 546-(IGr.7.5CARBOROUGH,ME (677)9(;7-867G, 2 tLKRIDGf, MD(6GG)740-3318 2)FILTER CARTRIDG[(5)TOM 51PHON A(__TUATED AND 5tLf CLEANING 57ANDAKD DETAIL DRAWING 5nOW5 MAXIMUM NUiAPtir REV DATE 07-25 !7� OF CAKTR+DGES ACTUAL NUMBER REQUIRED i0 Bi SPECIFIED ON SITE PLANS OR IN DATA iAt3lE BELOW AITERNAIE PIPE (SEE NOTE 6) 3) . FRtCA5T VAULT 10 BE CONSTRUCTED IN ACCORDANCE WITH A5TM--657 AND 00513 DETAIL DRAWING RtFLECT5 DESIGN 1y� LOCATION(frP) INTENT ONLY. ACTUAL DIMEN51ON5 ANL)CONFIGURATION OF 51�'.'ICTORE WILL BE 5HOWN ON PRODUCTION SHOP DRAWING .�LASS , 81• CLASS .•A't (5Et NOTt ru) R--__� 4)5iRUC,TURL AND ACCE55 COVERS TO MSFT AA541TO 11-20 LOAD RtTING ((�� 5)5TORMFILTtR KEQUIKES 2 3 FLFI OF DROP FROM INLET TO OUTLET IF LE55 DROP 15 AVAILABLE,CONTACT CONTI'.CT1 47 � r-- • •— - - _'- STOI�MA(ATER•SOLUTIONS G)INIET AND UTLEi PIPING TO BE 5PECIfIED BY ENGINEER AND PROVIDED BY CONTRACTOR PRtCA5T 5TORMPILTtR.VAULT 146d2 O ^ EOuifftO WITH tITHE2 CORED OPENINGS OR KNOCKOUTS Al INLET AND OUTLET LOCATIONS,TRENCH TO ALLOW / / , COUPLING(TYP, y�! -s` a MOUNT EXCESS NATIVE MATERIAL ' SURFACE RESTORATION py�t I 7)PRCIVIDE MINIMUM CLEARANCE FOR,MAINTENANCE ACCESS. IF A SHALLOWER Sr•3TEM 15 REC�UIRPD.CONTACT CONTECrt OREGON � 1 (BY(:ONTRACTOR) 5i(WMIWA1'CR 5OLUTION5 FOR OTHtF OPTIONS AS SPECIFIED FOR SErnFwENT - 6)ANTI-F!OTATION BALLPA5T TO BE 5PECIFIED BY fNG'NEER AND PROVIDED BY CONTRACTOR,IF REOUIRtD BALLAST TO Bt SET QFC O7 A ALONG•_NFIRE LENGTH Of 5011' ',IDES OF TME 51RUCTURf —.-- ,�,•`� 9)ALL 5TORMFiLTER5 RFOUIKt RtGULAR MAINTENANCE REFER,TO OPERATION AND MAINiENANCE GU DFLINf5 FOR MORE �7V CUS�� - — 1 RENEWAL DATE !2/31 U7 i ��?rtti•; • INLET PIPE —� 1100:. _ ' :>�:. , OUTL.`T i."t8' x i G' PRECA5� / .•1" • .`' (5EE NOTE5 546) 0900 N JT[5 546) 3(-0V FRAME AND ;r•�� : •. --,x• nAnvE 101' 4QIL 1r�:c1 CUVER(TYP) StORMFILTER DATA no IF TOE' SOIL EXISTED _ PRIOR t0 EXCAyATION t1A1 (SEE NOTE 4) X)X 95% CO*,AcnON �a�ACII� RU URE 10 . _ WATER.OUAL11`!FLOW RA1F �fS XXX 'M THIN 48' OF � ---ice-- --.---i- OUTLET PfAf,FLOW RATE c(41 k,XX StJRFAC' • • BAY FLOW PETURN PbJOD OF PFAK.FLOW 1'71 XXX -.�-•� • _2_UND;STLR13ED SPREADER Of CARTR106E5 REOUIRED r UNry151URBED _ . EAR 1}( FILTRATION J 7�'- `-- • � CARTRIDGE 'i O FLOW RATE IR 7 5 •1'4 KX MP EARTH -CLW NATIVE �� BAY I _ BALLAST � 7P v ♦' O CMI—'U MATERIA. Mf DiA TYPE (1 T FFPL F. . �i ..fir 3/ (5EE NOT[b) PIP DATA YATFRIAL L)IAJVrTFP Rte''-2 � \ INLET PIPE M I a(i(X.X.>i' !y� — . • • 1 I - GIMET PIN $1x 161STQRMFILT=R - PLAN VIEW XXrXX HEIGHT �,,J t.,7• �. UNDCRDRAlN wlUtn •.� • 1AANfFOID it _ . ,•• • •o I 30'0,'rVER AND — •4,�• .�:.. e: • . . . • � COVER (TYP) 8' x r `LOW `,'._ . • ( (5[C NOTE 4t GRAD[RING 8' x 16 .,TORMFILTER - SECTION VIEW B •r '� 3/!'-0 CRL)SNED .i •.� ` . 1/2 PIPE G.U. - (TYP) LADDER ROc�r �,.. . •.•'`e• .' PLUS 6• PIPE 2WE • •;.''. P,NTI•FLUTATiON BALLPSI JV1 X1H r1E%XRT .' • • .. . - z--1 cc ''•p�•� _.._ t BAf•FI +VAI l FLOW SPRL'AUfR f NOTES/5PECIAL RfOUIREMEiJTS: 0 0'�° i o 0 .1 ". (7VP1 r r � I l T�— 5 G'Ty. � '--- —^�' '~�•r�"o n o •_ rhC'OLR —., I 3/4'-0 b0 o p I •• 0 0 0 r I 4'G'MIN o o g��,,,,�tttb • o J n T (SCC NO 7) I ,1�1 �� PIPf o O O c ' 0it 8 PERMANENT 1!� i s I W _ _ Poo( u i :. TRENCH STAEM-IZAnON; ENERGY STUKMFILTER b• ) IF REpU1RED, TRENCH STABIUZAnONMANIFOLD I ` •• ' ' ,' 1/2 PIPE U.U. PLUS 4• MIN. FOR PIPE SMALLER 1NAN 8• SHALL BE SPECIfIiEu SEPFRATELY D15`�IPATOR CARTRIDGE(TNT) - 1/2 PI-E U U. PLUS 6- MIN- FOR PIPE a- AND LARGER AND PLACED PRIOR TO PLACEMENT (SEF NOTE 2) OF BEDDING AIETERIAI 8' x 16' STORMFILTER - SECTION VIEW A] TME•j101St TML:5tORA•WAIrV MANAj ANT t MANAGEMENT 'SEcrn°P wo U 5 PATENT No 5,322,629, o\\\ U 5 PAtrNT No 1.322.1:29. No 5.707,521.No 6,021,639 n Np 5.7017.521,No 6.021639 8' x 16' STORMFILTER - TOP VIEW 1 No G,G49,040.Nc 5.624.576 No G.G49.G4E.No 5.624.57G. - �T 2 AND OTnER U 5 AND PONEIGN -.. _ , AND OTHER U.7 ANO►MWA PATEMS RNO0 i. TRENCH BACKFILL C K FI LL � i 2(106 CONTECiI 5tamwalar Sdutlor,, -__� rATtNTS 1'!•r � � +'Z(H]t;CONTECH Storrtnvatar SOIu'-ons — , r.� w ., IYUR.,, T 1 0 " \��'N►rU�• 8' x 16' PRECAST STOR.MFILTER �%go��lwwn� T 8' x 16' PRECAST STORMFILTER E 1 A!LS a anW�r Scrvlces I .�s�w,� _ ,>, ■.I�"o _ OP AND SECTION VIEWS, NOTES AND DATA 2 PLAN AND SECTION VIEWS 1 STORMWATER I REVISED 0;-0 S c�'`"=''LtaE°t a el°"' STORM AJER ----� '�—�` STANDARD DETAIL DRAWNG NO. 280 — ��/" STANDARD DETAIL SOLUTIONS_ •' i -- 50LUfIONS. _ { -rN.NGh•Ir,r°"w,1'.., ., r�AtF riyt}glpl 6GAlf.NdNE fllE NAME 'SFelbrk;OtE nNAV�I MrW /.r•£CKEU ARO :i, curNanNcxn+•usle.1'.,n= t,AIt .021" SC-tt E w-vo r rtE NAW ',10116-PG-O/l DMWN MJ" GMECK£U AIiO - tter... �• 3/4-�-�- G 32" it t Jr I f 32' a 9 7/8' A 1 - 24 I A I1 1 ` CAST� �-lddiri! I 24 I fri„� — J CONCRETE FOR CLOSURE COLLAR SHALL DE x READY MIXED CONFORMING WITH ASTM C94, ADJUSTMENT GRADE RINGS W �— 11 ,/?• ALTERNATE 2 AND SHALL HAVE A COMPRESSIVE AND CASTING FRAME SET I ItIN 1• OF NON-SHRINKING AC OR CONCRETE PAVING I STRENGTH OF 3000 PSI 028 DAYS. GROUT_�„• 10 1/2• --� OR OTHER SURFACING 1/2 ,r--- / N -10 '1) / a' _„— • ---J L--- 1 1 T •. ,,. OPTIONAL: INSTALL 3' WEEP DEPRESS THE z ! :yam- ( HOLES WITH FIELD INSTALLED MESH GUTTER FLOW LINE 10 ' CGNCRETE PM REQUIRED \SCREEN FOR SU@GRADE DRAINAGE. ONLY. --\ CLASS 3000 CONCRIN PAVED ARE ONLY LO ATE BACK OF FRAME n MECHANICAL PLG — -- SFtIFIED �- 4 112' FROM CURB FACE - < +• 17 I,iB• MIN STEEL FRAMENORMAL GUTTER SLOPE 0.5"_ CAST IN 9A51N_)I 4.. A• 4- I� 12' 1 e FORM AS APPROVED 18” MIN 16" COVER p OVER I I •.• I 4 r � • VARIABLE ilf(iti 410`111g A4%IIL't;11E'� e Civil i Engineers 1,. 6665 SW IhM4lt(:r1 ti i 4" CONCRETE Suitc 101 ' �..•. . .. . ', - �' •' -----_____ P(lttland, OR 9722.E 1 ' -MECHANICAL- PLUG _.-_ __----_-_ ___-.__,___ - Fax- (503)620-1-7 1 l -------- Fax- 1. it 3� 1',..(1-..771 i GATE \\ SALE bOTES• I ---SEWN(.; ( t. CATCH BASIN At GRATE SHALL MEET H2O LOADING ! 2. PONCRFTE STRENGTH SHALL. 9E 3000 PSI VRECAST WALLS SHALL BE A MINIMUM OF 4' THICK. _.-- 4. SEE DRW 3058 FOR FRAME AND GRATE CATCHRASN A N H O L E 5. DEPRESS GUTTER FLOWLINE AND TRANSITION GUTTER CONCRETE M til IE 1 CLEAMD T AS SHOWN IN ORW. 305C PERSPECTIVE VIEW. (��` _ALL CLE.ANOL FT MATERIAL TO CLOSURE COLLAR (]ean�44�e��es 8E SAME AS CARRIER PIPE. ��—�� DATE: W.", '� REVISED 02-0; I Our eoramitelle°t i+eleu. 011 DATE nwr..+� Nc MAR 19 ? .��-A f?R A WI N G N O. 13 O _y „s MAY 1992 FILENAME , „_--_..._...____.,.._....__.-_.-,......,�..-.•-...--..,..,..»,,.-,-..._-.,• r f•'4vfe.:'vo31h .. ayy�Hq�S-�•°lN'T1`a,. .. - w ..-_.w x....-..... .. ,..:-. .....,.,,,,n-_No+,..0 7: ....�,.-. ...__'"`_„""'n_a.., It'.`:^'T"._.' '!A.'�T^S1'.'.,1�+.'^•,^+r�'!"*"„�„'r'.'.•.:'_.°'�^'',"'�.^"q1' " d ..r..n+e�^,w�•s+n. .- ...-..—..-.M....-..- ._. _.-..._ . ,... ,. .,,.., s. ... .. �•,•. 2.,, .,,. -,.. ,.,.: t.. :'..wz�•J�u.W.,udr..,aa.lvl,.c,Ji ��•r"......... �....-„ ..,. .. .._.-.-.r...s*n^.'-.' ”.•. •PN',,44•aJ,�bxa. .I19�!+�k�iksl�hse. .:� ^.�!wA•u+..�,.*.°:- •INe.gl•sr/•+ ••++R�.••• 11� - iWltw.aaY 1 :� • ' CmI1(I.iIII! InIJrI,u nr�lru n�!�r,11 nn�llrr u,r�rlu irulurl rlfl(Il(I`IIIli411iIhII�i(1r�i(.I�Irullru�1n1�1„�;I1 (�uir�(rr1�uIIJI rail+( lu(�►IrI IiIIJiI!I,!nllll+l uu�uil nrl�irl I)rIJI(((I,I;,;r: , I ! I► I rfrul �RIIMa I o InIf1.i 2 >'a 10 1 1 1.r (� I s<e r � I e l�fi 2io 2�i z 2 � a 2 2? 2 e 2 9 3�U r, d , T f { J h '14j 3 1, d 14..NI t 4 3 C7 V .... „•..•+-x•..,+.^ ........ : __ ,..._... ' 1 I 7 1 , 1„..t: .,i•1' ', : ,, t: .:L it ..,. ..•' w -d-i - w;4 .,.•. ,a.. .,.t _.1 . .. .- :..1, ..• i t i j, ..,,i 1'4 h, r...J.r :,,..,3,„��.,M1J G r '� .., .,,r., t 'I�.:u:. r, � ,run, ,•. :,., ,#., a '.•t a"" r f ' i'�r 1'p,1:.'! J. -1,•'�•ar.'.lj•.I, 2`Hf 'i If11, .+5 ' a''"iat; ,'r a'1i- - '�' I 'tI Iii I 4 5 } ---- REVISIONS NOTES: -- - .- NOTES: i• REOU� t�AENT EESHALL ASIM C-478. 0eTHE ------- LOCATE FRAME ANO CC" 1. ALL MANHOLE SEC110NS SHALL CONFORM � 2. FIRMANMLY IE STEPS MUST BE TIGHT AND OVER LEDGE OF AT LEAST '• r 12" IN INIDT AND TFAPPUOAP-EMPROVISIONSSOF STANDARD FIRMLY EMBEDDED. r 3 ALL STEPS WWniIN A MANHOLE SHALL REV-DATE-07-25-06 IY w LST H NOTES: MANHOLE, UFAWING NO. 010. I SI OF THE SAME DESIGN, TYPE, AND de Miss. r ALL PRECAST MANHOLE SECTIONS SHALL 2. ALL JC:;.7' AND RUBBER GASKETS SHALL ' SITE. (MIXING OF UNMATCHED STEPS CONFORM TO THE REQUIREMENTS OF ASTM COMFORM TO THE REOUIREMENT`• OF � IS NOT PERMITTED). PMR C-•478 AND APPUCABLE PROVISIONS OF I 1-i ,• a�� QrC S ASTM C-443. >- V STANDARD DRAWING -_ I --► 1-1/8` ° - ; N0. 010. RADE RING T►' w" 5-3/4' 14662 �- e ADJUSTMENT I:A.A --__ i'' ;• d'. ------ I OREGON MAwIAJM 27" FPrw ' •. ✓ '• ,4; -.p'. •, •� _!. 1 I �-.-s.•n-r�.r.t-r�-.•�•r-.-�-.-.-...•, I '*•'�•.�V� � C 0i l. TOP CXt FIRST R :♦ sTANOARD F"IAME AND COVER OR "• \ 10-3/4*- 12' TO 1 OP OF CAS TINT. WATERnGIHT FRAME MIG COVER SEE •. . 1• S sTD. DRAW11N0 NO. 110-SA/ST OR ' ' �1 CU• Lie / �4, \ t �---- '2^�---- �di•''.e' �I RENEWAL ,TATE 12131101 r N0. 120 ENCAPSULATED " SET FRAME IN NON-SHRINK RUBBER GASKET v m'• ; jt •� ,�. - •' u - Q2vrr.�rr��-r�n-rr•rrn n ►• / / GROUT ► /. ' ` • •K '� 1 NOTES: j s ;► �. 1 * - GRADE RINGS (2-.4-.OR E-) * ` Q• 1, A.1 PFCAST MANHOLE SECTIONS SIIALI. CONFORM TO THE MAXIMUM 12 PVC . I I COPOLYMER POLYPROPYLENE PLASTIC RE0L11REMENIS OF ASTM C 476, SET IN NON-SHRINK GROUT PIPE A/FTit 2. ALL POURED IN PLACE LX)N(;FKTE SHALT. HAVE A 28 LAY �(OPF ,• �•° STNENGTl4 OF 3000 PSI, AND SLUMP OF 2' TO 4,. � e STANDARD :C(�TiTRIC •� � .' • r •1 - 3. A.L JOINTS ;r;ALL BE SEALED WITH PREFORMED r•LASPC I . r 1/2' GRADE 60 REINFORCEMENT I GA%KE IS SUCH AS KEN(-SEAL NO. 2, RAJA-NECK, OR AN I • f CONESANDED a•.•� PIPE •-; .• � i� 1•• � _ � ""��L I �/.I APPROVED EQUAL CONF•ORM!NG TO FEDERAL SPECIFICATION 13ELL FITTING O.D • 4 Rubber ;: • SS-500210. s• ---- .. j •.i• GC]SI't@t. w 13" CC 4• ALL PIPE CONNECTIONS 10 MANHOLE SHALL BE + WATERTIGHT. •. •. I J-3/8' FOR I > 5. PIPE CONNECTIONS 9F 24. OR GREATER SHALL REQUIRE A MANHOLE STEPS SEE 3/4 'i MANHOLE AND CHANNEL DETAIL. SiD DRAM40 N0. 100 PVC SANDED BELL PIPE � I I I PLASTIC SAFETY STEP I •� 6. PIPE CONNECTIONS Or FOUR ON MWHF_ MAINLINES SHALL A MANHOLF SECTION ----- CSD N - REOUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL (VARIABLE 1'-4') • ' .��.-.�.r._.,r.o_'Ci• e � I f d'--8-5/B- �. ♦. .A 6• 1. P11"DE A MINIMUM OF 8' OF INTACT (UNDISTURBED) ° ° �" M'" JOINT DETAIL WILL VARY BY " MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED ° o o r' • "'->S u • '' ' ! 4 1y, (Yi T)4E INSIDE FACE OF THC MANHOLE. "^ 8. 6PEAKOUT OF WALL FOP FRE SHALL BE 2" MINIMUM AND - - II �° �°$'°% ° ° ° o e ° o, MANUFACTURER 4• MAXIMUM CLEAR OF PIPE WALL. i $ AA ! r/ 9 THIS DETAIL UNITED TO ISAXIMUM INTERIOR DROP OF 24' -5' MIkgIUN I •D , O ° e 00 �C•" ;• ~ ;' * '•V: FOR SANITARY CONNECTION AND 48" FOR S1GRM 44tt" p •••• • • I n CONNECTION. = KORNBANO v 0 O° o 0 0 o Q°�i !! p q IG WATT CONNECTION. IIGHI / (RIPER F+RG01 MANHOLE FRAME AND COVF'R - -_-_- . STAINLESS INTERNAI. s 000 0 o ° opcyl o o C9-o I ® N6 3/4" GALVANIZED BAR A. �: :.r+ •. SIIALL BE USED IN ALL EASEMENT AND OFF STREET AREAS. STEEL BAND NON-SHRINKING GROUT CONSTRUCT CHANNEL MATERIALS: :�;•,1 C� 48-MIN. e _ l FOR CONCRETE PIDE AND SHELF IN FIELD z .s 12- CC io GALVANIZED: a' ..'- '� �• MOVAN 12• ILII vaTERCEPT : #6 (3/4" DIA.) GA!-VANIIED DEFORMED REINFORCING BAR. Q ONE REOUIRFD PIPE /( ) 2" MIN. FROM TOP OF I 1'/fT AAI'E TIP. '1 PIPE 1G M,-TIHOLE - 12' MINIMun ciF 'Y4'-'o" �� , .�;. • I REINFORCING BAR COPvORMING WITH ASTM A-815 GRADE 40. *��'• �•�� I SMUOIH FINISH CHANNEL TO SlCT10N d 'L COMPACTED BASE ROCK 'J ••_ y. y .',� y .V:• GALVANIZED CONFORMING WITH ASTM A-123. 4 • • LU ]/+ VERTK AL kEKI►iT Of PIPE J �/ O P PLASTIC: • . . •, •4 � A `►. FLEXIBLE ` ' t MUST CONFORM WITH ASTM C-478. o:' • '+A +•+MI CONNECTOR STEEL REIN''ORCING BAR MINIMUM 1/2" GRADE 60. + MEETING REQUIREMENTS OF ASTM A615 ENC.PSULATED --. -- WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE „.:• :..� 'e• T�IIN C13NMTE KORNSEAL B to 12• MINIMUM OF %'--0' COMPACTED , r. I - WITH 4•10P GAI VANIZED STIP BASE MATERIAL � "•`.,',• 'i.' ' '}..'•L' ;' `''ti I SERRATED SURFACES. ''•/''tr•',.�;ny 72' MINIM` PRECAST CONCRETE PRECAST RUBBERMANHOLE Clean Serviced STANDARD MANHOLE 11AAHHOLE BASE Out c°-eeft°°sstI•°l"s- �'•�{M �I�,�, , C�a�IWater � GASKET S K E T M A N H O L� C�raW�cc' Servicers dji albet SAX: REVISED 02-0,t Owr o��V d�• ow cowwwd°■t is eHoer, DRAWING NO. 100Pf Vllf 1) 02 03 REVISED 02-03 Ow oemaitreat F°°ie". DRAWING N0. 020 - --- _-__ DRAINING NO. 030 REVISED 02-o S DgAW NG NO. 010 I �r/tt•�:A11 11' WMG►f. r 1rt)~»CAS'T �" '_17rI1`AS -._ • Ali c1.ILr L:�Vf;.R uMILT � - _ -- �� PLAN ...-1� E OR DETAIL PER DRAWING NO. 160 - UTIUTY EASEMENT, MANHOLE FRAME AND COVER PROPERTY UN ,/�• �•r�, RUBBER SLEEVE I STANDARD CAST IROfI /-- NON-SHRINK GROUT STAINLESS STEEL t- i FRAME AND COVER O EXPANSION BANDS PRECAST CONCRETE I [NtA'.NNG N0. 960 STANDARD SECIIRE 2X+ IN PLACE -- ADJUSTING RINGS / G A DE RI MANHOLE PIPE SIZE AS SPEGFIEU AGAINST PLUG W/ BACKFILL 0 S c �Q S - NAf�2ROW EXTERNAL �• / I I GRADE RING TO PREVENT PLUG BLOWUTF ,r RUBBER Q IJ EXTENSION PRECAST - '• /• i. RUBBER SEAL ta'. 4" MIN. MANHOLE CONE a'•' ' • •o ••• •• STORM OR SANITARY .r� • '• •' SEMIFR MAN Q Q TO SPAN CHIMNEY HEIGHTS Of: ! �; FINISH GRADE fit, a•• ..-• 1. UR NEW CONSTRUCTION ALL r!)E SEWER AND SIDESTORM P1PEUNE C-3" - NARROW (6-) SEAL ONLY n1 1'••+, WATERTIGHT PIPE PLUG coNNEcnoNs TO 8' AND 10" MAJNS S11A11- BF. 1MTH FACT' ��•.., �► �_4�,,.••' OVER 3' - 6 1/2' - STANDARD (A') SEAL ONLY ! / - TM 'TSS FABRICATED `TEC Fl1l1NG5 UNLESS O11;FRWASE APPROVED. 2X4 /y �`'�..`..�+�� -•-. OWR 6 1/2" - 12 STT`. SEAL + EXTENSION ; i MIN. :�f 2. PIPE MATERIAL. SHALL BE OWE. OF ME IFOLLOWING U � OVER 12• SEAL �• MOLT. EXTENSIONS 4 I 4 ti:, A PVC PIPE -3034 CODED: T •+•• t!, • / CRALLE._N FOR SANITARY SLISHALL BE DE 5`FWERS • d• PROVIDE 4'-G FOR A c 12" + • 2' MIN. CLEARANCE '- :r:i�• MINIMUM OF 8' AROUND WHI1E. FOR STORM SIDE PIPUNES SANITARY aTORM INTERNAL MANHOLE _ ' • •� •�• CLFANrMIT D. DUCTEE,> N C c-14, u--2 NOTES: MIN CHIMNEY SEAL ' ' ' _ G. DucrnE IaaN aAss-so Y . I •A�• '".� I HEIGHT: TOTAL LENGTH GF 2X4 36" ") 24-3j*4* 1. SLEEVES AND EXTENSICMNS SHALL - - - HAVE A MINIMUM OF W I-HICKNESS. 2. RUBBER SHALL BE EXTRUDED HIGH GRADE '. • ' LCT/ AS SHOWN ON APPROVED x' OF PLANS m ,. �s�• iG..3CL.L / � COMPOUND CONFORMING TO ASTM C-923. ••'1� ,';Y••• MARKINGS 10 FACE STREET • Gt�-._ 3. BANDS %IALL BE FABRICATEP FROM 16 . • 12" HEIor,GHT SURFAC TAGNiTIC > +tom• ' e \ I I 2Y4 SURFACE TAPE I � GAUGE STAINLESS STEEL CONFORMING TO �� '" • MIN COLOR CODE SURFACE Y 7TTI 4. NUTS A-240, TYPE AND BOLTS SHAU� DE STAINLESS .•"S 38• L71N (GREEN-SANITARY) \ \ .. MANHOLE FRAME AND COVER WHITE-STORM) ? STEEL CONFORMING TO ASTM F•-593 AND - 2? 594, TYPE _t04. • + S. ALL GRADE RING AND CASTING FRAME SHALL • '� � LABEL MAGNETIC TAPE WITH BI ACK LET sa-iTERIWG ' In BE SET IN NON-SHRINKING GROUT. _ % \ �� • + (-RDU SANITARY: 'CAUTION SEWER BURIED BELOW." \ R. PRECAST MANHOLE SECTIONS SHALL STAINLESS STEEL TOP BAND � �' • STORM: -CAUTIGN STORM DRAIN BURIED BELOW.' ry CONFORM TO THE REQUIREMENTS OF ASTM . 1 ► ,wt; .•• •• 1 C-479• "' ` APPLICABLE PROVISIONS OF + �••,'t�, t.e.,. K��S Z• ' -EXTERNAL RUBBER SLEEVE t:• 4� �.3, l+L• ,, ' - ,•' / PLACE 18• ABOVE TOP OF' P'PE AND AGAINST 2X,. r� STANDA MANHOLE DRAWING NO. 010. �F I ti'` •�`� '•• a iIAINLCSS STEEL BOTTOM BAND • tt'�• % F w„ ' I I PIPE [)on Cushing Associates !•' EXTERNAL RUBBER EXTENSION °• ry -__---�'"`~l g F I L Civil Engineers T -- ------ q PRECAST CONCRETE ( 1.•�"ei'"..•fr1 jr _ �_ �' 1_'d ++ ��'`� 6f)65 SW ili11T1�111111 i. I Sltl(e 101 ADJUS TING RINGS o - PRECAST' 1 a- .ti o p01":I�illl�, l){Z L)7�2.� MANHOLE CONE CONCRETE ENCASED \ J1 I \ 3/4--0- 90TTY)M OF WYE 3/4'--0 1 1 �0 VOICE: (503)02(1-78R4 \ o •.• so MINIMUM SLOPE FOR 3/4"-0 PIPE ZCNE TO SPAN L'riIMNEY HE''�4TS O: . FOR PLASTIC PIPE e -s�" , Fax: (503)fi2U-2771 t. l•'� off' •�q,.:•3'' 8" PIPE - 0.010 MATERAL A5 SPECIFIED 0-'4 1/2' - C IIMNLY SEAL ONLY ,� jQL. •`6 4" PIPE 6.020 Ki TIFE WITH OVER 4 1/2' 9' •- SEAL 4 '' EXTENSION F �<, s _ t+O UFP�Aa Cwf •a�T FOR sl�E W TRAIFFIC +1t1lFA! (LIF HJ01tEt.ltjp .�Ii140 iATERIJIT. .t>irTT� OAR 9'- 12• SEAL + 10' EXTENSION EXTERNAL MANHOLE SUPPORT f _ NOTE CONCRETE ENCASE ENTIRE WYE SECTION AND 4'S BEND IF CONCRETE PIPE bEDD14G GRAVEL. DATE: T H[ OVER 12" SEAL + FAULT. EXTENSIONS - CHIMNEY SEAL / MINIMUM 2.0• WIDE ELEVATION - 2 CUVIll Aw! f'TI^W SKW, K MAT +#." QM ASTM A-44 CAMS ]a�, SCALE_ - - ! CO� Aho 7Rwg TO tom' 11440040 TO A MX IKMWo ALL 4A"Q. "k 4: mom" Le !� I�TIIMii _� �_� JOB: - ? SUBURBAN Ao.'� `=?AN pR MANHOLE CHIMNEY SEAL. STANDARD CLEANOUT aeanWater Services SIDE SEWER / SIDE STORM C�IeanWatler Services SHEET ��• ' DRAWING NO. 150 Our commitment is clear. ��j RAM CO R tulCiirlrrdl r ► rv1cP$ - - -^-- Out commitment It cleat. ' 1 1 OLE E on' \Jt�r�iltli � t �' REVISED 02-03 PIPELINE MAN `✓ DRAWING NO. 140 REVISED 02 03 Onr eoaslta9eat is clear. RFNSED 02-C15 DRAWING N0. t 70 1 t .tr J. I , • „ R ' .-.:..._. r•+n•_.......-..._..>_....,..._-..,._..•...w.�.-.•._..-.._-..-.. -.......,.,.*n....-_•.�•�*w_,....,.. 1.k`] ... a .rxl.aha Y.F+3"N' '. ...._.._..__.. .. .... fit .. 01RAWNG 1`0 110--SA/`5T "SM 01-03 ihl!. are�'Ku.s'k;:h:1,.49A a.. ,-!i:q+{eK Wk�>�s.aw. . ... �•...�..,,._•+,••.+...•.-.•.•...,,....,n.,^•r.r+. --•++r. _ •. _ ___ _ _ .. _ .__.,_.. ..... _ .......-__.._._ _ _ �..,. .,:5:a 7. .w.d.r,..i...;,..,.a..w.„,ao-,_.-.».....w,aa:uar .. .. �W9W.- - .. .. ,. , •. •._:. CRI'tlulun I1n1u11 u111n11 1111111;1 n111uii �ii111iii uu�i111 ulllnn nn11n1 n1►111n uuilln nllll►t1 lul nl tn1 IIit IDI I ip itll iul ull ILII ul°" "illl tnl n I ! it tnt un Int nu 1n1 uII nl 1 i 1 I I 1 1 u I n1 { I ( I � ( I � � ( I I I 1 � 11 I ( I l ! I i� 1 ! I I ! I 1CSiiBit_RYRTi�IP p 10 t I t2 I 14 Id 17 IQ IS 20 21 28 �^. 24 25 26 27 2A 219 30 1 Omm-1 em ,.r -I et��• ki p5T.X)dti , I •'r, t !OW {{� 9 > T ! i �,�. ': :• ! �:^ t r9,l.y ,...�.1 • •°4 {' II II Ali' 1 ..11 { I I Illi j H 1 } .F .. j r • a �t. 4 f , A r F1# 1 ? 7; ' r 4 as f } t • .: tyg _:,,-�;;r:sli,vxd•�ri+uM�<�c-.w.u..7ih1YMi0 ,..�:: a.•.r....a,w1...«r.::.ur.,..,,,r...,w.,,r .:..,.....:..,......-,:...:.. _ ... ;., _.._, .:.... .. ......... .. .....-- .,.._...... ,. _.,__.__ __. ,..._ ..I, -.. _ _ 1 Xil 1 REVISIONS STANDARD VALVE BOX SEE DETAIL NO 3 _ 34-00 -«�� -- 6'-Qs l'.1)q 1 f_ r I 7.25 Ute FACE OF CURD--\ � LADDER EKTENSION SHALL EXTEND 40' FINISHED GRADE ABOVE THE TOP RUNG OF LADDER 4' MAX 4 1/488? ' 18' T 6 G OR ?' t S ROUND CATCH BASIN \ I 18' T L G OR 8 L S ROU14D CATCH BASIN I / WITH FABRICAI-D GkAIE -, I + OREGON I WITH FABRICATED GRATE, .,wVANIZED -� AX AFTER MANUFACTURE9:f44. �0 0 . C ATTACHED LADDER SUPPORT TO INSIDE Off' //- FACE OF VAULT COVER OPENING AS SHOWN c o O I � CENTERLINE OF RUNG MUST BE SET • Cu 7' FROM FACE OF SURFACE BEHIND RUNG - { _-_ -_- .---- ------- -- ---___ - �� I HAND TIGHT- BRASS RENEWAL DATE 12j31/07 2' IRON BODY GATE 1 VALVE WITH 2 2' ADAPTER COPPER - - 3• r!n PLAN -- -T -- ___ OPERATING NUT-- SWEAT TO FIPT 3 MIN PLAN 6• MAIL ! 12.1 X, ( `�'- -2' TYPE K RIGID 6' MAX 1H' T t C. DR 8 6 S ROUND CATCH BASIN Z "!-'�'-'tel-��- I �\ �OPPPER TUBING - !- WITH fAIIRICATED GRAIL, GALVANIZED - I PROVIDE 15' CLEARANCE TO N' x I'-O' BRASS __ / NIPPLE AFTER MANOFACTURERINS. PROVIDE /' IR' T L G OR B 6 S ROUND CATCH BASIN ANY OBSTRUCTION R ON EITHER \ �\ 6 - V HOLES SPACED AROUND BASIN 3' --° Wi1rl FAPkUATED GRAIL, GALVANIZED F" FLOOR OF VAULT, COVER WITH LAY II AFTER NA.UF ACTURERINIi. r-_ SIDE OF LADDER - \/ OF FILTER FABRIC TO PREVENT GRAVEL -t QI LADDER I I FROM ENTERING SUMP. i i/ �r -1' MINUS GRAVEL FJ 0 - 1 ' - ` I I ... 2' ELL COPPER ISOLATION BALL VALVE SLIP clrl G_F•=, �,r ! II ISOLATION PALL VAL VF. - • _ INLINE CHECK VALVE INLINE CHECK VALVE % _ y `�• IINNSTALLAIN TOSUUMNLIGHT PUTIP DR I '3p• I \ \ O r - -12• NIN. -��l -2' ADAPTER COPPER SEE PUMPS T ON 10 ANY -ATTACHED LADDER SUPPORT ` SWEAT 10 MIPT FORT❑ FLOOR OF VAULT 1'r! LI RODCNT oBSTRucilu USE TYTON JOINT- CONCRETE PIER DRAIN TO DAYLIGH '3R I -- LI - - SCREEN 'FIELD F EADJAC LOK' GASKETS E JOINTS BLGCK P cc INSTALL SUMP n)W SEE _Ll-_- V DISTRICT CONSTRUCTION STDS FOR MOP SPECIFICATIONS SEE TABLE 2 TAPPED jTYTON JOINT PLUG OR ■ 15' MIK _ ' 'V 15• MIN -RODENT -- MJ CAP WITH MEGALUG Lu �_ -- �\ RETAINER GLANDLu " SCREEN -.► le• ►D •-•-- - _ L-- IPE SIZE NO. OF PIPE RESTRAINED SET CATCH BASIN IN 4' MIN Cr)NCRET I - cc - � ALL AROUND SUMP. USE NON-SHRINK I TGE 2' AT VAULT FLOOR. SET TOP OF I 4' 3 (54') CATCH BASIN GRATZ 1/2' BELOW FLOOR SIDE VIEW FRONT VIEW - FINAL GRADE. ! 6' 3 (54') 1.❑TBACKr ILL WILL BE COMPACTED 90 i ELEVATION 1. SECURE POWER CORD TO SUMP PUMP ELEVATION 9. 3 (54') 3/4' GRAVEL, WITH MIN. 36' COVER DISCHARGE PIPGIG WITH NYLON CABLE TIES l SECURE .'OVER CORD TO SUMP PUMP 2. THREADED BRASS PIPING MAY BE n p. MANUFACTURE GRA:F V17N CUTOUT DISCHARGE' PIPING WITH NYLON CABLE TIE I LADDER SHALL MEET TI+E k;GUIRE:MENTS USED IN PLACE OF COPPER TUBING V NOTCH FOR DISCw1,R'.:,E PIPING. GRATE 2. MANUFACTURE GRATE WITH CUTOUT OF OSHA AND SHALL BE PRO GIBED WITH 12' 4 C72') SHALL Bf REMOVABLE WITHOUT NOTCH FOR DISCHARGE PIPING. GRATE A LADDER EXTENSION IN ACCORDANCE WITH _ 3, PROVIDE 24' SQUARE BY 4' THICK DISASSEMBLY OF DISCHARGE PIPING. SHALL BE REMOVABLE WITHOUT DISTRICT COi�STRUCTION SPECIFirATIDNS. 3. PROVIDE POWER SOURCE AS REO'D DISASSEMBLY OF DISCHARGE PIPING I 16' S (90'> CONE. AROUND VALUE BOX OUTSIDE FOR SUMP PUMP. 3. PROVIDE. POWER SOURCE AS REG'D I PAVED AREAS FOR SUMP PUMP -' -- - N r =MPAPLUTER� MP INSTALLATION DETAIL Nor VAULT I-ADDER DETAIL No, 2' STANDARD BLOWOFF ,DETAIL No, MP PUMP INSTALLATION DETAIL o1 SU U INSTALI ATION DETAIL 300 Tuala�InValley�►aternlstrlct -- 1-1 DETAIL Tualatin Valle LYater District A f I V E 32O TualatinValley Yater District I -TualatinValle dater District AL_TERNA-,TIVE I 3 � � __�. _ �- - -- - lg• 1 (HORI7❑NTAL) VOLUME OF THRUST BLOCK �T - I 24' MAX SIDE•dALK ADJACENT TO CURB BEARING AREA OF THRUST BLOCKS IN SQ FT IN CL) YDS (VERTICAL) 2' STANDARD BLOWOFF FITTING 90• r3END 45' 22 1/2' 11 1/4' FITTING BEND ANGLE I� SEE DETAIL 203FL TEE SIZE , /`\ / �` / , VALVE RISER SIZE BEND BEND BEND 45• 22.5' 11125- /X1, I \� d'�' �, ••' \\'4iZ' MIN -�- - -U CIJMP!_ETE �_ �- �`-- > USE TYTON J❑INT MJ DATE VALVE ANI}-i � • - _r � _--- 1>B' � � � ,-SIDEWALK 4 1.3 1.8 1.0 1.0 1.0 4 1.1 0.4 Orc 'FIELD LOK' GASKETS VALVE BOX COMPLET t r:(-',M PIPE SIZE ---- '` o. ---- -- A 6' MAX BREAK FLANGE 12' MIN -_ -- r__ f 6 2.8 _ 4,0 2.2- tri 1.0 6 2.l 1.0 Oro � ON ADJACENT PIPE JOINTS :J 4• \ \ -- --- I I 8 5.0 - _ 7.1 3.8 2r0 1.0 8 4.0 1•S Or6 ��•- '��/ L 12 11x3 16x0 8,7 4 4 2.2 12 8.5 3.2 1,3 -- / Y �Y ,. \� 16 20.1 28.4 15.4 7.8 3.9 16 14,8 5.6 2.3 ��>' v ci•, /'' /�; // ' � � \ c „� PLUG TAPPED 2' �\\ (BLOWOFF SEE DETAIL 203) -DRAIN ROCK POCKET � � �20 31.1 44.4 24.0 12.3 6.c 4 CU FT MIN \/ /tel/.�/, 24 4,Jr2 64.0SECTION 34.6 17.7 8.9 &A� \, "---6' DUCTILE IRON PIPE �'- VALUES BASED ON 200 PSI STREET PLUG OR WATER PRESSURE AND e.000 PSF UNDISTURI ED EDGE OF PAVEMENT J _-_ _ _ �: `'• SOIL BEAR114G CAPACITY - EARTH \ \ \ ---6' MEGALUG RETAINER ��. RETAINER GLANDS (Z) REQUIRED GLAND �EBAA IRON) 6• GATE VALVE __j CONCRETE PIER FLG x MJ BLOCK MJ x 6' FLG TEE -/ __ + SEE NOTE No 1 •• � • /\� MEGALUG RETAINER GLAND--' THRUST BLOCK• 4 0.'•�•. • o ��' q / PLUG TAPPED 2' 1 1 � I PLAN (BLOWOFF SEE DETAIL 203 > ' SIDEWAY WITH PI ANTER `" 11r " + BEND 1�E_ VERTICAL REND USE TYTON JOINT J /� STRIP AT CURB 4- - 'FIELD LOK' GA'SKETS / �24' MAX FITTING ROD ON ADJACENT PIPE JOINTS i SIZE - SIZE EMBEDMENT SEE TABLE a •.4 �`� 1�'Q"MIN \ �y 4'-12' #6 30' - - Don (_'ushin ,�ssociate� �,. SIDEWALK - ----- 6 BREAK FLANGE �U �!�� • - ��/�\\ I4°-1� #8 31 HM 36' P, Civil Engineers � , --r-- � IPE SIZE NO. OF PIPE RESTRAINED 6665 SW `. \�\ UMDISTUR3ED �� - ;; - --- Su tc inl llatnplon ,+1 / �- EARTH �� I ,�jj 4' 3 (54') Portliltlll, OR 97223 NOTES= Voice. (503)620-7Ii�34 1,9--21 MI-0w_ �8 IV-00 -_... - 1) THRUST BLOCKING AT ALL TEES, BENDS AND 6' 3 (54') Fax: (503)620-2771 ('-4 � --'� /\\f ENDS OF PIPING - - ,' - MJ GATE VALVE AND //\ \ /, 2) CONCRETE BLOCKING TO BE POURED AGAINST 8' 3 (54') DATE: VALVE BOX COMPLETE UNDISTURBED EARTH _ _ 2' STANDARD BLOWOFF- � STRADDLE BLOCK � - SEE DETAIL 203 NOTES: 3) ALL CONCRETE TO BE CLASS 3000 L • � SCALE- PLA ]. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE SEE DETAIL No 200 4) INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHE 12 1 - 4 (72 ) '--�^-" IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS. AROUND FITTING. SECURE SHEET ENDS TO PREVENT J©(3 INFILTRATION OF DIRT BETWEEN SHEET AND PIPE 16' S (90 ) 2. PRI)VIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. FITTING PRIOR TO POURING THRUST BLOCKING -_J __- _- 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS SHEET 3. PLACEMENT OF CONC. AROUND FH IS PROHIBITED, FROM CONCRETE WITH TEMPOARY FORMS AND POLYETHENE SHEETING SEE NOTE No 3 -__- - I -------------- - - -- - _ _- ------ _ _ _ -_--_ ---- -------- DETAIL No, C13 DETAIL No, �eC' DETAIL No. � PHASE BREAK ENL EIRE HYDRANT DETAIL rvo. THRUST BLOCKING J 202 COLLAR THRUST BLOCK � 1+•�•:�•p-- -� '['ualfatit1Va11ey1/aterDistrict '� T I DETAILS 20 Tualatin Palley hater District C o , Tualatin Palley Hater District J IL�T A N ANDARD R D INS A L I_.A T.-O N 1 C 1 � Tusdatin Valle hater District M ....,............' w.,e. ,.,.,..wr._ ,-...,..r.+.,....-..............r.. .,.......,,__.,_.. .........._-. •a�aMa.nws+ww,!.rw..- ..�,1.. _ PVA3 •«o 1.1",n.,n,•.+um swtY*. +rte ,' ,.,,� i. •:vMM �+� ai„w.,ur.1, fill !iI! lyi II. ITN II,I U1119i19 (II Illi iiU I I. t91! JU{ 1919'lfll Iil1 Hlt ! .1 111E E11{ I! 1 !III {Ell Ii+111!11 Itll .•II Iftl i 1 (ill Itil 1!!I !1 ! 9111 111! TELL 11 III 141! 9111 ILII HI!1!N ILEI N11 Ell +•I�n I , „ . oOVA.1ea, I I I I ' I I ' I I ► ` I II ' ! + I ' i ►i I I I I r I I .1 � P� a LE(31�ii_tTY STRIP 2 !Q 1 1 12 13 Id J tg 1 Ip Ili 20 21 22 23 2�l 2R 26 2? 2 29 30 : , n i J is l I i f • I 1. 1 1 •"uTY•rw •NMpi'... f,L p 777 ,i'dX' 1 1 I•. 1` 1 1 7 I. F 1 1 (, T r ! I` I : 'I r i > II m: , .. ,.j Y. ,, „.n... I - :Y .' r;., C.0 r�' i•S,,-.d .FIS ',�. ,n r s 1: -. _ , ` ML 9 I, 7 I : ., : .r. f,- . ,N;.'3. ...-, ,. ..)! k. „- . "•,tea ';IB:' 'I Mr. ,,�',. Xl d ''.�""�" ,.,,.,,..•. I �" 1 1. 4 _ , , 9 t tia . F C i,.. . i wi it g r a )q 1" • 7 1' .... :,..w.-...,,.,.,a-.r.....iardlt`Y14�9WYkk-.OLAIO,7Y.vFs.'iw�:«Nw'..`r.w:.a...;.:-...�..+,...,. __ .:. ...:....... ...r.n,r,:u J'iwW�.iid��iiii'+ix:.•m... .... ..,.. VISIONS I ��- SAWCUT 1 MOM CONSTRUCTION , \ SURFACING l 100' ra=saL MATCH EXISTING MATERIAL x -- ----_-- - ------ MIN. RFV-DATE (17 .''S-Ori (,LRB JOINT -\ DRAINAGE BLOCKOUT s OR A, LEGEND - 5' MIN SEE NOTE 5 Row 3" I.D. PLASTIC DIRECTEDONE PIPE W/COUPLING BASE MATERIAL J ROAD ROM Al/(AD M20-4 PR 6 - r -A - Q TRAFFIC SIGN 100 ?x __ 1" BATTER I -! r- E2 CONSTRUCTION 7-ONE MIN. `V1468 2'f _�-• m1:1il'r ROAD 1 6' t R <LTi I - .� TRAFFIC CONES OR M20-7A wEAo _ 1_ :, APPROPRIATE DELINEATION Q OREGON 05 12" <� m U� o I . n 2" OF 3/4"-0" BASERUCK 1 2 N p Nv DEVICE. 100' 6 / w n -, MIN. �� D7, • n • O • MAX. I �;b I �< I �1a l/1 I I ' CU �\ COMPACTED SUBGRADE ° oo „ �+ or t� 5 �°u o •o • • e' 0 9 0%-:e•- -- ~ I 2 a - FLAGGER BASE COURSE -� . V < I I I s = Q RENEWAL DATE 12/31/07 SIDEWALK ANP ;ENT TO CURB 24" � too' MIN. � I � 50' MIN. 1 _ -._ 1 W 1. TRAFFIC CONTROL PLANS REQUIRED. 12' 5' MIN. --- -- R O W 1. FOR USE ALONG MEDIANS, GUTTER<; MAY BE REDUCED WITH PRIOR Zlnm W - - C" APPROVAL FROM THE CITY ENGINEER w( x' .f-2 T+w � u ? BLACK( ON ORANGE. 48" X 4$" Ips ,. . ROAD -+rx � � ,• 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. ' S� MIN. z -- a ;`�c' 3. NO COLLECTOR STREET LANE OR i �� MIN. N ' v - ��•'' 3. EXPANSION JOINTS: � LOCAL STREET CLOSURES DURING -�° � •.. --2" OF 3/4"-0" BASEROCK A. TO BE PROVIDED: n THE FOLLOWING TIME PERIODS- 3. I Q 1) AT EACH POINT OF TANGENCY OF THE CURB. s MIN e' MIN I 100' re �+ COMPACTED SUBGRADE -J ti 2) A' EACH COLD JOINT. _�. 7: 00 -- 9: OU A.M. 3) AT EACH SIDE OF INLET STRUCTURES s" MIN BEDDING BELOW 3. 30 - 6:00 P.M. MIN. OUTSIDE OF PIPE BELL u W lZ C cc SIDEWALK AWAY FROM CURB 4) AT EACH END OF DRIVEWAYS. 0 t WM-?A AHEAD NOTES 5) AT ',OCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. Ino rA W 4. INSTALL IN ACCORDANCE WITH THE Q 0 m "MANUAL ON UNIFORM TRAFFIC CONTROL I 100' n B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, amt DEVICES FOR STREETS AND HIGHWAYS". MIN. /1 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLLMP RANGE WITH A THICKNESS OF 1/2 INCH, n V OF 1-1/2" TO Y. ,� U.S. DEPT. OF TRANSPORTATION, ! `� /� \� CC FHUA, 1988 EDITION. ONE `A"F U 4. CONTRACTION JOINTS: � \// j\\/ \�/ �� ROAD AtEAD PANELS TO BE 5 FEE E LONG. �\�` � �\� � �/ I � u A. SPACING TO BE NOT N10RE THAN 15 FEET. 100' CTUAL 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, B. THE DEPTH OF THE JOINT SHALL BE A'f LEAST t 1/2 INCHES. TRENCH FOUNDATION 5 ADJUSTEUIGN PEAUEMENT TO BE MIN. UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. Lu STABIuzAnON, AS REGUi4ED ` 'i , •� 5. BASE ROCK 2"-0 OR 3/4"---0, 95% COMPACTION. BASE ROCK SHALL. BE TO I 0 ROAD C0"''�"C°0" W 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAM[ TIME AS THE SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 6 THE CII RESERVES THE RIGHT Q ADD TO �� (c CURB THE JOINT BETWEEN THEM SHALL BE A OUREDTROWELED JOINT WITH AEA l/z" RADIUS. OR MODIFY TRAFFIC CONTROL REQUIREMENTS ' ti. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PiP4 AS MAY BE NECESSARY TO EFFECTIVELY { �}�pp APWA CHAPTER NOTE APWA OfC-"CHAFTER CONTROL TRAFFIC AND TO ENSURE PUBLIC AJ�YVA or oaN C,F�aPtER 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCAM 1F (% iAHLE A. 3" I.D. PLASTIC PIPE WITH COUPLING. CURB 15 USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUi STANDARD DRAWING. SAFETY. �+ OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB �G• SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. 2. JOINTS - BE TACK AND SANDED. 7. NO LANE CLOSURE=S WITHIN 200 FEET OF 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMU:! OF 2.0' 3. �AWCUT SHALL FE TACK COATED WITH B!TUMINUS ASPHALT EMULSION. A TRAFFIC SIGNAL WITHOUT PRIOR C'FY' PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. APPROVAL. AnwoVTo•r An'Rowo By NO SCALE A"ROKD Rv NO SCALE NO SCALE \ NO SCALE i- --i- �_ - AGUSTIN P_DUENAS / ACU511N P. DUENAS JAGUSTIN P. DUENAS TYPICAL TRAFFIC DWG. NO. CONCRETE SID .WALK DUSTIN P. DUENAS � ENWNEEF.ING DT.PAR rrAfNT \ EN(ANEERING DEPARtMFNi DWG ND ENGINEERING DEPARTMENT Of••ENOWR 'JIGL+EENING DEPARTMENT TRENCH DWG. N0. dT1£NbNFfR do CNOINCTR (3129 5. HAU lXN1. DWG NO Dir ENGINEER TIGARD.MCrd• 91723 1,1„iM HALL KIM CURB &: GUTTER �r j'�y 1`129 S.W. HALL�f� CONTROL PLAN 1WAND.ORF az» 97221 - TITLE TN.MO.OKooN 91223 - '-"d1,' � T1GMI1. aaccoN 9,273 Q �q wa 513. 13»-41r, VOIa ao:.?tow 4171 MARCH 1998 IF vrwct _.r err•t7t MARCH 199N BACKFILL 1 80 rAx. ) ) ea-n.� ----- y ( ---- -- FAX: �SCJf te• iz.i ---- STY Of 11QM� `�)e'9 •it MARCH 19x9 9 0 (( JULY 2001 -�-- - ' FAX: 9OJ 694-7297 AF'CROVµGATT y�� FAA. (50J�ee4-rt9i 1 Z 0 aTY OF TWAAno STY dF nOARD OVAL GATT CITY OF T10AR� AFYFNtVM OAT[ APPROVAL GATE 32, I - �4' VIN. OLYMPIC FOUNDRY V6910 1._- VALVE 80X AND COVER cT CLASS "A" -- -- - - -- - --- CLASS "C" FINISH GRADE --� ---_.-� 20" g T VNTIi NVI�' CAST IN )HE W COMPACED NATIVE _ NATIVE MATERIAL TYP. _ 5 MYi MATERIAL AS -III T YOF2 SURFACE � �" SPECIFIED '. ��= 4 MIN-8 MAX I I -1-- �� PAVEMENT --III• ---- ----------� .. - / GROUND \450L -1 --1I1 I u u _u I HAND TAMP BACKFILL SEE POST AROUND TOP SECTION - _-i°1 SUPPORT DETAIL - 4 IN a a 12 MAX / i 2 0 2• SQ OPER NUT _ ,,,I,, OLYMPIC FOUNDRY V0910 �..' _ t a V1 VALVE` BOX AND COVER F, TYPE PSM WR 35 PVC, '33!)34 SO PIPE `' _- '.( OD O 1. MATERIALS: NIPS SPACER �Ii] 1• SCH 8() STEEL PIPE SHAFT _.iL �4• d• �AX HAT UIP GALVANIZED AFTER �1 LENGTH AS NECESSARY �•1 FABRICATION � �- 2" X 2'• X 63", 12 GA. GALV. PERFORATED STEEL OPERATOR EXTENS1014 EXISTING __ _ __ ---� POST. PAVEMENT �`• � . REPLACEMENT /-TRIM EDGES TO (SEE DETAIL No 5) PAVEMENT �� SOUND PAVEMENT y-' 0- s r 8 fz"f MAX 1/8" STI. PLATE ROCK GUARD 3•• 2 112" X 2 112" X 18", 12 GA. GALV. PERFORATED _ MIN MIN. I WELD TO PIPE SHAFT ll STEEL STIFFNER POST. CLASS "U" � GUARD TO BE 3/8" SMALLER DIA GROUND 1 \ O COMPACTED GRANULAR -� �� THAN ID OF PIPE SPACER /,� 2 1/4" X 2 1/4" X 36 12 GA. GAIN. PERFORATED BACKFILL AS SPECIFIED / - •/ I SEE NOTE 2 \\�� ; O � STEEL ANCHOR. 18� 2 1/2•x 2 1/2"x 3/33" LONG � 3/8" X 3 t/7_", GALVANIZED HEX HEAD BOLT WITH \ STEEL FLAT BAR LOCK WASHER, OR 5/16" CORNER BOLT. A FLAT AND f __16 I O LOCK WASHER,A2V90LTS PER RAIL ANIZED EPER TIPOST. L L3 33 - REF ECTO IZ C n. r� 30x 3•x 3/8"x 2• LONG I O 2" X 8" CROSSRAILS-PAINTED WITH L R E ) x , 1 . \,\• \ \ '\ \,\ � -- -- 6" TYPE PSM SDR 35 PVC, RED .4NU WHITE FAINT. \� ± a STEEL SQUARE 71�aE • a lj �• �\\� \��\ } ___` v D3034 PIPE SPACER O I ' LENGTH AS I;ECESSARY 2. SFE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 111(11 ( 11411111 �`�Ill I,IIt� 1. VALVE BOX NOT TO REST 0FOR ON OPERATING ASSEMBLY -- r �� " - SUPPLEMENT. AND HIGHWAYS AND THE OREGONI;n�!illccr� EXTENSION CLASS E' (1665 SIX I I�tntrtcttt ST. K 2. OPERATOR cXTENS10N �� , GRANULAR I Suitc 1(11 �. c� I 3F-1 BARRICADES COMPACTED GRA 1 ;) REQUIRED WHEN VALVE NUT - ------ BACKFILL TO SF 2 IFIE.D - - __ ._____1 6C:-8 BARRICADE DESIGN I'OtTlancl, OR 97223 _ FOR THE TOP 12 INCHES IS DEEPER THAN 3 FEET 6C--9 BARRICADE APPLICATION Voicc: (503)620-7984 a. FROM FINISHED GRADE NOTES: POST SUPPORT DETAIL AqA Fax: (503)620-2771 f, -- - tIR - 3. ALL MATERIALS ANACW � ,A � !�1 'MALL. BE IN 3, CENTER VALVE BOX ON Y L I 1. EXTEND 2" NUT TO WITHIN 18" OF FIN:SH GRADE ACCORDANCE WITH THE CURRENT STATE OF OREGON AXIS OF OPER NUT I - w WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION DATE:_ 4, PROVIDE 24" SQUARE BY 4" THICK ( D- p FINISHED GRADE a - - - 41 2. WFIERE DEPThI IS OVER 6 FEET. A SECOND PLATE I 4. BARRICADE FOR SIDEWALK IS SIMILAR. SCALE: CONCRETE PAD AROUND VALVE I _ + o -.- ` ° BOX OU1 - DE OF PAVED AREAS ---- - m WILL BE INSTALLED EQUALLY BETWEEN ROCK GUARD AND 2" VALVE NUT. JOB. 5. VALVE BOX COVER SHALL BE A ------ MINIMUM OF 2% " IN LENGTH ATIN P. D NO SCALE ';HEET i _ - -- AGUSTIN P. DUENAS __ - -.�--_ �v.-_�-- -_ _ N PARTICI STREET n. NR, E T E , N . DE 5 wr. DETAIL No. E7:FX EE D . -� DETAIL No. - TRENCH BACKFILL DETAIL_ No. 1 �� VALVE OPERATOR nOA . C NAIL 072 dr f'NORtfER 1 YNIChL GATE VALVE 00AI10 aRE�NN 97723 192 C14 - EXTENSION .� � � BARRICADE VJCE' 903 679-4171 M ? Tualatin Valle IhAterDistlrict ABOVE THE PIPE ZONE (� J Tualatin alley - FAX �90J ,64.72., MARCH ,996 ; Tu*latinValleyWaterDistrict SETTING DETAIL J J _ _�_ -�- _-- _- -- - �- _ --__.-_- -- - - ---- -^ CITY Co TIR�4lD APPROVN.GATE • - -- - - - - -- 1 onwa 1 Cr j -- --------------- , .:..i `'7"N +e�.+�Os�+w., - .,•tin.„.aww.w.wwu.w>.,.w.,y •a"«tn.w.. pw..+�"....+,....a.. ......,r.+,,...-._..�_......w,r .r .ww.. ....�.w"r..wn+-+wa�ee•++i.w.nn•"+..w .......-..-.-+.-.._... 1,w�I..Y��IR .nn"..e w.+•nrawn.wwr...nn. .-w.._.w+�...r..-..n-. � :... _ - -: .... :.- - - • .. .. ...... ..-.,.......... ,.�..._..., ,.,.- �.,,.,:,..........v Yww17MW7lYM. .,,,,,.._.-_...._.,..- C1T11'Ilill!II hIIIIIII'IIIIII!il {1f. 1111 IIUIIIUT 111 m 111! 111T lli ILII 1111 II11 1111 1111 !{11'1111 JlII 1111 1111'IIII 1111 (111 111111 11111 II11 Ilf ;III 1111 1111 I II I I I 1 I I I I 1 " LFcCilB111.FfY ST b ! I I , ' ( I I ! 1 I I ( (�� I 1111 I II ! I III�III.I1111I1111111UI111 IIII1111111111 IIUIII,1 I I ILII I { I i� 1 IIIHI� IOtRm al�m 10 1 1 12 Ill 14 18 17 IS I6 20 21 22 23 24 25 26 27 2S 29 ,"FCet^n 4,,•.:„....,-`."..F,,*'yr�!0.1"ixM'+,eRA91►, r 1 ° WOW .r r e I t "41 1 I1..1 ' t)i� •.,mx+r .,.•d•ar."R,. .. .,,_. : .., �, • i .y a L r1 d f.. do f x, I • 541 I� 10 I REVISIONS - STREET CENTERLINE — -- d RetLO �— 12'min (See General Note 7) -12'min (See Genaral Nola 7) D - -- IOW 3 : 0 r4 Buffer PA N T E F3 L3 p + a N p StripL --- _ VEME EDGE --- _ _ I " - SHOULDER EDGE - REV DATE Q7 25 QF, llliiii D i I 4g m _ 4' I=Fit ` � � q I � � 2.0' -�--• --._..- � � '� 4' � .ti: 1a nom { >R elf I d iB Full sldewaNc 2. nom. `% �L- \ PRgc` � oil . wilt, -- -- -- — e' -New 4'min (C1� r� eg I i �f a Igoe tr X x rurb on rani — - I aileratiats 3'm n �`--CULVERT (TO- MIN DIA'I \Gw N ``tS !x I � p I/ -New a)nstr 4 mm. �a VVl,l 3 lop ! 7 i ! �! tr 13� 1 : 6cated ouLs+de �_. I alterations 3'min - WIDTH AS SHOWN 4 t99 doll tidewalk twldCt New ronstr 4'min Sdewalk widening �� 14682 l L!4 I I alteratiorns S min (wren regd.) ON PLAIDS 1OREGON �vl Of Ab A ! OPTION A OPTION B OPTION C I I PLAN VIEW RAMPS WITH BUFFER STRIP OPTION E OPTION G SINGLE PARALLEL RAMP RENEWAL DATE 12/31/0! i •$ SINGLE DIAGONAL RAMP z GRAVEL Use In alterations onlyand when site j 29. a cn Use In alterations only and when site � SHOU DCt2 pPE _ - constraints prohlbd installing two ramps constraints prohibit installing two ratite. M1t1 SL � Z STREET SURFACE .rte IU k al- d - y ~ IT X � `� k a C-12'min (See General Note 9) �� CY ix ii >! A N i : iso `a. — a — �' SECTION A—A NOTE- -1 04. 1--- r --� IF A C. DHIVFWAY �S TO BE CONSTRUCTED, USE 2" OF CLASS "C' MIX or 1 1 I ` � iy 4 G c- -�- 1:1 Taper non. J / 4' -, o� ti� r, ON APPROVED BAS. N THIN PUBLIC RIGHT OF WAY. tr -- 0.5 m nor. -" � / � � _�, / i:� � CONCRETE HEADWALL REQUIRED 8a G y'' Sidewalk widening �_ - 1. �' `h - /��\ ~ I a Qo 0 -q ,! :7t `C WHEHRUSING PIPE OTHER THA R } (When Revd I ri?ir o ®�rLV Z NewConsU d'+:un "0p I DRIVEWAY SURFACE bB u Atlerabons 3' min 'rl,il ` I ' vi ( -- - - _ TRUNCATED DOME RAMP TEXTURE PATTERN 1' • �P�' ,:I�.• M,,I� -� OPTION i DETAIL DETAIL �r ��-- 3 4" ROCK —%, " P1 WITH /,• �, 6 t.J tt OPTION F OPTION H RAM, WI �;.•; ,,, '�, ' z COMBINATION RAMPS BUFFER STRIP Marked or intended • I y I PERPENDICULAR RAMPS I I r)pl ION G -- crossing location � z; r~. I REINFORCED CCNCRETE PiPE PARALLEL RAMPS _ _ ', 1 i CIL - - , I (',erterat Notes / - -- Uj �} ! Sou RD755 dor additional roqulrtxnenla 6" W } I 1. Placa truncated dlxnr detedabie warning texture mthe lower 2'of throat of ramp 6 Ramps tui paths int-erecting a roadway should be full width of path When a ramp arid details not shown �` O t• I sin in-line !tem aril as shown in detail hl. Odor of is used to provide oicycle access from a roadway to a sidewalk,the ramp should be SE C T!ON B-8 \- ALTERNATIVE PIPE �"� cc t, only Arrange domes using Pa Y n9 1 texture to be,safety yellow. For construction of sidewalk ramps oulsde of public (I'moo,with no teAtunng AS APPROVED NOTE: r� r,ghl•cf-way,cfte,*with Staid Budtiong Codes for requirements regarding 7. Sidewalk rarrd details are based of ORS 447 310 and prop,)sed ADAAG Section PIPE SIZE TO BE DETERMINED BY CITY �J - T ---�-% - - texturing of hares. 14,June�`.,, 1994 ! — t 2. Sidewalk curb ramp slopes shown are relative to the true level horizon(zero bubble) 8 When:rut ramps are immediately ad)acent.as m Oplons i,,8,C and F the Curb ufr*own" NO xAtt 4 ! •� '^ G 3. In alterations curb ramp slope(s)may be 10%for a max rise of 6'or 12 5% exposure(e)between the adjacent side flares may range Nwtween 3"and SIDEWALK rH��P PLACEMENT _AGUSTIN P. DUENAs DRIVEWAY CULVERT j y for a max rise of 314". Curb ramps,in alterations,Aced not exceed 6'in length full design exposure '"�R,NC uEPAR1M1"' Deo• 15,7!S-e NAI I M V.) �OD'EMdtU ' d,Ylv4 STREETS W/0 CUROS 1 48 pp ,-.ARD,aREw•.1::1 4. Side flares,if used in Option A and I,that are not part of the path of travel may be of 9 For aro purpose of this dravnng.a curb ramp.s catsdoret.'per Ir the 14R I7O'I••"-�"' MARCH less _- �f any slsper ariale between the Iongltudianai axis of the ramp and a line tangent to the curb Ct Y OF TKIAM r"` '0' Ra` '»' �� AxPRDVA, DA,[ �d � rTl at the ramp center is 75°a growler. - ! C P4 I M 5. Do not slope landing more than 2%in any direction. eat AM tlR ICATO DOW 04 aEVM MWAK NOTES_ -- ' lidERD760 ha 4 _ GENERAL NUT EXISTING DRIVEWAY Flue shoestM,•alar"sCor wider and New ArO Smin EXISTING DRIVEWAY - 11133%for to x*V between 3'find 4'wide. AMrseern Citron. Const.B'wide(nom) MATCH WiD TH dr GRADE I _ curt,al ba i of ramp 1 Place truncated dome delectable warning texture in this(owe,Y of throat of ramp only Arrange dumas using to-ime A M ATCN WIDTH & GRADE A l arxkrlq(L)New Cnnel/ 1'rt#n unxess other dvwA,b. patlem as shown in detail below Cclor of texture to ne safety yellow.For constr of sidowa'x ramps outside of public } — — — R/W LINE SEE NOTE�'7 watx)ns Ymin I e — . / /� rightof-way,check State Building Codes m4uirumenta A - - - R W LINE 0' 2 Sic#walk ooh ramp Copes shown are,eiative to the tri,^level horizon(zero lrubbh) SEE NOTE 4 \ SEE NOTE 4 VARIES �._.. ey 1 e 3 In pderatrona orb romp slopefsl may he 10°lo lar a max ria#of 8'or 12 5'b for a max Ase of 3' Curb ramps,in 5' MIN ?.X SIDE YALK !'' `�. Z'' a �- ':� ✓):3J% 't"/ alterations,need not exceed Fin length �i SEE NOTE 3 I o __ �-- SEE 1, a 002 B / ""� �-� Uj 4 Side flares that are not part of the path of travei may be an,slope See F9, 750 General Note 4 NOTE 3 f (See Gen.NrAs5) - SEE �� MIN l a 271► SIDEN AUt A��/ 4' Nam NOTE 3 . .ANDSCANE ( SEE NOTE 2 - OPTION C LANDSCAPEco i ! ' PARALLEL SIDEWALK RAMP DETAIL 5 Ramps for paths interw.ling a roadway should be hill visor,of path Whon a ramp is used to provide bKy le / SEE NOTE 2 --�ti S�1RIP � i OPTICb A access!Torn 3 roadway to a sidewa the ramp should be H'wide cube with no lexturing STRIP 'xtiRff NDICUUW SIDEWALK RAMP DETAIL (sutler I t� — --- 1 I _j Gunerr -- N4' `� 6 Sidewalk ramp details are basad on ORS 447.310 and the propose'ADAAG Sedan t•'..Jane ze. 199' L_ -- q (Use'ParalW fy Cra ned Rwq D@W — -- I A I II ..) Q W when raid lending fArnA Its obhMled) -- f , Ni• 7. When 2 curb ramps are immediately adjacent as in Ootior,s A,B,C and F on RD750,the curb exposure (e)betwrenn 6' 30 MAX 6' CMS 9. IT Etta ad;acent slide flares may range between Y and full design exposure 4 3• 3 Cw'� SECTION SECTION 9-6 I __----- •- to' MIN 10� MIN o 1 I S%Ake r� Ly r� B For the rurpose.of this drawing a a rb ramp is considered•perpendiwlar'If the angle bet#den the k)nglfxhanal PLAN W �r T -�-�"� WITH MONOLITHIC CURB d SIDEWALK axis of the ramp i„d a tangent to the cur:at tha ramp center is 75' or greater ! PLAN ) I R/W ,' �.♦ t? . _. 4 -L+Mrti,ll)New Con*4'rtrn. ♦ i Tooled lints am required at all s„jewaik ramp slope break lines ? i• -• •• r - _`^� Ai,nrsYonat.Ommk+. PROJECTED TUP �" 3/4- R W SECTION A-A SECTION A-A r � �""`--- t 0 Srdev.alh Rare is not necxssary where the ramp is protected hpm podustrian cross-travel. 3/4„ j" OF CURB — _ Z'X._MAX / G" WIN MONOLITHIC CURS 8 SOFWALK 'r ,) F4ce slppes 1114,for(erbtnsx 4' •4 e :GREET __-._ r � F'p STREET _• _„� or wilier and a 3.1%kr plirtcf ripe � f , • � ' •' i ✓q� i, bMleven?load!,I!"de Dolling;L I `� • e o�.2 . - •A + R III t •• - `.-- k , 4'ntMe 4'Norm. t{ -a TIgYrt ::a: + t r •, I ! I t) I I i qr' ��„ , 2" OF AGGREGATE t r) (Sae Oen.Plop 5) o c r. •7u�, (, I xt{f, JMINt. ©©�® ` a 10 GA MESH Y `yf.c e A f _/ l --- '�-•_. �C,u rya t.,Ili=, h j �+ i I r x, SEER OTE N0. 4 r _ Flare i11opM 10%lot fsrtdrge 4'a wider and A 3.'h for T (3/4--0-) C OM P A C TE D �# 1Jac '�� IarlOMtpa bslereer 7en0 4'wide {(i",s, { • ��. � OPTIOND a 4j` � J I `�/� ^! - 2" OF AG) RFGATE CGMPACTFD J� I L�, A-A 6" X O 10 G. MESH PFRPENDiCULAR S!4EWALK i'W M-� r Vlfbth of appmad,ing ;DL I L W11Ft SINGLE FLARE DETAIL sM1r!walk �I A SEE NOTE N0. 4 s � „rr �,�, OPTION E N0'IES. i t Here 5 _, (� *K*`�earxat tk, ) PLR THROUGH B ^FFER TR RAMP ' Ahertleoroe 1 rMn C��-t��Y THROIlti11 BUFFER.TRIP NOTES: OPTION( Dun E Engin), r. c;«reer Gt,t�, Cx)tkr 1. CONCRETE COMPRESSIVE STRENGTH SHALL Df_ A MINUMUM OF 3300 PSI AFTER 28 DAYS. 1. CONCRETE COMPRESSIVE STRENGTH SHALL Df_ A MINUMUM OF 3300 PSI AFTER 28 DAYS. x tisltriale'� cr,�elNArlc>H sipEWALK'UMi't`ETA� T4 c�elar - jam_ LM �-•-- -, Civil Engincrrs ,.�� 5% T, r 2. CURB JOIN' SHALL BE TROWELED WITH A MIN 1 j2" RrADIt15 ALONG BACK OF CURB. 1_. CURB JOINT SHALL 8E ?ROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CUf'a. I c�e{ta i ks>J o2{( Sll Mpt y-„Y up - (nfi(15 SW I iltn(rtutt ti i tr 3. LXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDEO ASPHAI T IMP-RFGNATED 3. FXPANSION do CONTRACTION JOINTS SHALL NE. 1/)" PREMOLDED ASPHALT IMPREGNATED quite 101 b r � MATERIAL OR EQUAL EXTENDING FROM SUBGRADE ?O FlNISH GRADE. MATERIAL OR EQUAf_ EXIEND!NG FROM SUF3GRADE TO FINISH GRADE. Portland,OR 97223 SECTION A-A SECTION A-A BECT04A•A SECTION AA WITH MONOUTHICCURBASIDEINALK 4. 6" x 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. 4. 6" x 6" t0 GA MESH REQUIRED FOR COMMERCIAL DRIVFwAYS ONLY. Voice: (503) 0120-7884 WITH MiONOUTHICCURB A S?DEWALK Fax: (Sn3)620-2771 z' LID .r ,y (nit TE__. Lip --_.._,.. y.: -•----...__ ►- air .,,(� ti ,a,, ';rr11 F_ ti ®®0 - --- - DAR IIMlOI NO SCALE Doll MvIrm NO SCALE . 000 � C -- SnFWALK RAMP OF1 ill , ,u-,o o� ca+c stxtrom seoo it a� fl CT10Mt;C SEcrlc�tc•c O®_0 ENGNEONG DEPAnro"I — --- STANDARD DRIVEWAY Dec. No. Ewrasriewc nEPAatvxNl - - `- STANDARD DRIVEWAY DWG. No. 1Ud. M 97"3 WiTH WWCXITINC CURB d S!'1EWALK h - "a m-XV.�0M i.si �� ,_ - ,M/LANDSCAPE S'rRIPS 1 1 ..� m« (�, 63W 4171 vr,/CURI�-•TIGHT SIDEWALK 142 MUCf (eWt l�I�-1171 - --� 1 1 MW /Ai (!O]I eIN-'779) .- * Q i fall �eeo)W4 I"? r GTY Q 110fIR1 —.-- �.-. CITY M TRUNCATED D01E RAW TEXTURE PATTERN ODETAIL OF.TAIL alio AaoEo nauRCAtEn oorE3 xrc neram u�norEs�— — e r _ 15 C7n ERD755 _ . -- — - - L—� I 1 4 S „_.......... _ „...-._�,..,,..,..-..._...._...�.,,.....,�--..---"-__ _...... ._.,..... .._._.__. ._ `.'*- .. - .. _--.«.•4",•w...l,.d•.__. ... .... �., ; +tI .,1x GtrY�tr.�....c1�R .. «w'en--+.tv.._,-.,aa,.�.T.-rf'•+RNn,e.'"+�M.1J.....,,...,-...:^,M. '^. .....,_. _ - T i)IIIIII! Ilii 1111 illi fill !Ili U!i !li! liE! Iii; IIIIiIIIi I 11111 Iffl t li 1il till Itll IIlI NfI 1!H 'IN ILII II!I Ilii hll tl I II I Ii IIII iii! fl 1!I Teti Ili, 1111 11 fl i fill ill If111U1 ;III i !i 1111 Iltl I I i I (I' �mp � I � ! i ! � ! I f � ! i � ! � ! � t ( I i i I 1 � i � � � i ( ! � I � I ! ` I II fl Il.us f! Illi i t 11 T illin � l ! :r.�wlee Lt GISILli STRW 0 $ 7 t� IC'. 1 1 12 13 14 1 � i a� 113 lit 2110 21 22 23 24 215 219 2"7 28 29 30 , r , ..m r I • rn t N r t) (; I x i 1 I III +1I, ��j III d 'i tit I' ' i i. , On t (?} 4wa� ,,[� /r�(1 �e� l 1(4}( �f !� �, I�M. 1- f � J� 1 141 j �f, ra�ra>*�,ar•- ..,,m�rwr�-> ,•Q Iri.,�•'• r 9.,.::, ,.71"-1'°xc,m t1.'GRr1`." FRl..9�f ' r .., ..•a,� � ,ll�� l�Ml17IAM✓ r`e""`. • r y Doi „ r Y 4" .rS :.,_..,•.f ,.wait'ti�idaY9ta1L'ctc�a�'�IaraldA,M1:r..: -,.. - _. .., ,,,.....m. ..r .._. ...-.. ,....,.. ..,,.•..,. ,.....r..W.................,.. ..<..,,, - ....w.,.........•_......... ,......., .....e,av,..a..x..r�.»...-..irwwwt.+..,.,..�....u...s....,.-......u....._.._..._..... .._.,-.. _..._._._ _ ___-..- .-..._ _ - Bi ;4 i TOPOGRAPHIC SURVEY FOR. cECENo. WESTLAND INDUSTRIES, INC - i, , FOUND SUR vEr uorvuruENr T REV-DATE-07-2L-06 BEING A PORTION OF LOT 12, I R IRON ROD "ASIABROOK FARNiS" 1.P IRAN PIPE TAX L O T 1 �OC IN THETHENEE 1!4 SEC. 35, 11S. , R. lw'. , W. M.AP APPLE A ASH THE DEODAR WASHINGTON COUNTY, OREGON SS MAh.,alE CA CATALPA s5 MMHLE 5' TAIL ORE FENCE CONDOMINIUMS SEPTEMBER 3, 2004 MAS 15 1 JAA RIM A (w)Sh FIe It DEC DECIDUOUS 1 73 6' TAU CRAW RIM ' 1eJ12 REVISED: 9 15 C14 E. tH (N) ,6d s3 Ulllt FENCE t E OUT (E)t71 19 ENO CH LOO( FNC i E OUTS) db sS IAw«x[ f OF DOUGLAS FIR / I E IN w 171 23 1 KG S' oft FNC Rim - I A3 09 / E U OT I E w IN,�`s eb iL F 1LB£R I --- / 9•.II•A5N — — -- -- — — — NW HAWTHORN �� t3'ASH I o+ SS - 55 C 5S � a C ss I r�C HORSE CH£S Ttvu I _ -� w'coNc °i I so• P°_ — __ ssta' ca+c ,- ��ss - s5 ss - �f ss s ss ss ss Ss S 89'23 29' W 137.91' { _ -M- MAPL1 - - -- .- - r - �-- _-�~-- 112' I.R DOWN 0 1 S 45' E. 0.95' NOTES PR FEAR 1/?` I P FLUS!i / P PINE HELD FOF Nw CORNER : rpt LOT 12, ASBh'OOK FARM` S 1, ELEVATIONS ARE ON WASHINGTON COUNTY DATUM FROM COUNTY BENCH MAR- NO. 36, A BRASS DISK 75 rEET WESTERLY OF THE INTERSECTION OF SW HAL, PL PLUM t /� --�� PIP PONDER05A PINE •• rAu ""'E `E"'X --- --1 21' "c BL VG AND 5W OAK STREET WITH A NGVD 79 FLEVAnory OF 16985 FEET 9' APr�, / a 2. THE BOUNDARIES AS SHOWN ON THIS MAP ARE APPROXIMATE (Y IS rH1S Ni WALNUT EtERCA OF TREES uNDER e' ((( pAAtCOAF11) yLAC1®ERaEs MAP DOES NOT REPRESENT A SURVEY TO BE RECORDED, BUT WAS DONE FOR ] STORM DRAIN CA TCN BASIN (SDCB) gam' '2• �' U SITE/TOPO INFORMATION ONLY. El t5• AP / o6 TAX LOT ® ELECTRiC METER3707 / J. THIS SURVEY t5 MADE FOR THE ORIGINAL PURCHASER OF THE SURVEY ONLY ` LaJ MAIL BOX ANDY PARIS & ASSOCIATES, INC. ASSUMES NO LIABILITY i(iR INFORMATION 9• R ) t 2 A�-- r FL � SHOWN HEREON TO ANY OTHER INS TI TU nONS OR SUBSEQUENT I•'URCHAS£RS WATER MTAX LCT ETER OF THC PROPERTY. 3900 A. SURVEY IS VALID ONLY IF PRINT HAS SEAL AND SIGNATURE OF SUI'►EYOR. ( ` Ct -v- TRAFFIC SIGN v ?1 5. NO ATTEMPT HAS BEEN MADE AS A PART OF THIS SURVEY TO OBTAIN C•1 Q rU, UnUTY POLE 177.2' s', e• PL SHOW DATA CONCERNING EXISTENCE, SIZE, DEP'H. CONCrnON, CAPACITY. OR SANITARY $EWt R MANHOLE (SSMH) _ LOCATION OF ANY UTILITY OR MUNtCIPALIPUBUC SERVICE FACILITY. FOIA FIRE Hr'?ANT T INFORVA TION REGARDING 7)4ESE U TIL HES OR FA CIL!HES PLEASE CON TAG T TNF APPROPRIATE AGENCIES wv t,• AP "' `q 5 1H£ LOCAnON AND (M' EXISTENCE OF UnLITY SERVICE LINES TO THE WATER VALVE 00 ,•.•� o t,l PROPERTY SUA VE✓ED ARE UNKNOWN AND ARE NO r SHOOM �n -- UNDERGR0,)ND GAS LOCATE N UNDERGROUND WA 1£R LOCA T£ ° 7 SUBSURFACE AND fNNRONMfNTAL CONDIn/CN5 WERE NOT EXAMIN£0 OR a4 CONSIDERED AS A PART OF THIS SURVEY. NO STATEMENT IS MADE N 9• N -- �-" OVERHEAD UTILITY LINES CONCERNING THE EXISTENCE OF UNQERGRDUND OR OVERHEAD CONTAINERS �. O OR FACIL177ES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT. -- UNDERGROUND STORM DRAIN LOCA!£ U D O 8. THIS SURVEY DOES IVC' CONSnruTEA NS. SEARCH BY SURVEYOR, SS - UNDERGROUND SANITARY SEWCR LOCATE 7• on Vl rHERE MAY £XIS T F-ASEMEN TS, CONDI HONE, A r RES TRIC HONE THAT COULD AFFECT THE n T1 E OF THIS PROPERTY, NO ATTEMPT HAS BEEN MADE IN IOP OF ASPHALT - SP✓r £LEVAnojv THIS S(1RI,EY TO SHOW SUCH MATTERS 'HAT MAY AFFECT 77 QE. 3 CENTERLINE OF RCA) - SPOT ELEVATION TALC wfFtE FENS "� 21• w Jt• cA SIfD S i ' W EDGE Or GA..�£L - SPO r ELEVA HON /1 ®' m N 89'30'42" E c,,�' EDGE Or PAVEMENT - SPOT ELEVA77ON QARA&t: , � �,6+ i' tAaA+� 7.00' Z c FINISHED FLOOR ELEVAnoN -- SPOT ELEVATION _ 4,— CID O W � 39.3' •tS.7 � it +'� TOP OF GRAVEL - 5P0 r ELEVA HON N I - 2" J O > \ Er-SnNG Two .�• T.0 FENM GROUNC SHOT - 5i'OT ELEVAnON O Ston► MOUSE WOOD 25• IN 30' C ` T U a v w \ \ \a � I -i- Z 24 \1 32' ° `� %WSTEPLY EDGE TAX LOT OF ASPHALT ORtVE 3702 a0 13• C 3 % sate S.W. OAK Irv-s1 \ RIY.w 53' \ !i E(S)-163 3e•(12'Pvc) . TAX LOT t3' w 19• w 211. OAK E.(r1f)•163.bt'(t2•PvC) rn STREET V J TAX LOT R,I.-t67 t9' (ij 3901 TAX LOT E.(w).16569'(to-CmP) TAX LOT ^ i 3701 `rE(S)-tdS.+9'It2'Cu:�) 6•. e•• / r <� 4000 e 2 , TAX LCT W 3703 IIE(E)-te55A'f+o•CMP) sow .o• Hw a RtY.t67 is �� I '1/ I E(Sw).,65 CtrP) 1 "•+.i_. 25• of j b U U CN 1500 ' P 0 S' TAIL. WOOD R1Y-t97 21• O RAIL FENCr S' TALL wltao t E.(E)•165. 0(12'PVC 12 PVQ (F� INLET ST?(� ,--- O FS 9- ODE INI w000 RAIL FENCE E(N)s16d.Ze'(3PVC)� "� " FMYDIT�S<97 Q 70 6-1. Ru1.17�•2 1 5 RtYC•17A31' . a i ) RETAINING wA,-L / Sc�� IE.(SO-16.7•'(CPV1 I E � RTU.177 7' RIY.16e 62' OH •,n 80'(12-PVC) �E(wq.ns 17(t2•Pvc) 3/ ! O 1e7 6Y.6'Ph) w�.�be oi'�ii Pv"cc) / �•J a" r.P. DOWN 0 1' E w- E( / / ( ,E.(E).t7t 59'(12"PVC) I' tE. E 17392' 12'1+VC) S 91' E. A 60' f(E)•Idz S6'(6"PVC) 1 30.rJ1 -T ,'C' V? 1 (]) `i E.lE - w i _ -�� / SytN _�_ --�� 2r DEC. '6. 16• (3)\ i T N 89'30.42" E , _—' — _ /� %/ ��0 �j�� atY.+ee 2•' F► — "— �. -OM ___-_- / "• PVC E(NU-159 ,S'(6'PVC) OM--el- ON��p•_ --_- /� E.t9S3S' E(NE)•IS496(6'��[1J _ 50D p E' _ __ G G G N '// / S r�� .- '2 Coo SD t._e - _- - G O SD SD G i __ � STREET �' � ,� � -�-_ � � ,E-,6.90' O A K " -� - �.---_s� __ _ S \ v , _.'-� _L �-�.- I o f - _ 2.�o�--- wIE,�E 0 S. W. 7- ,� A _ --- SS - •.�Ui S _+� `st' / _ _ =t4-w_ "�"...- =�� E-t75 JO' - w-- _.�. �, - — - -_ w w �..---�.�--- e- A "� a � . ----�RtY•,6a 17• TAX L 0 T - _� t - te' - w - xw _J�10• t0' �w}-16101'(6'°P) 2600 SSIrl1 lti• w = tv - �c•� GRAVEL t 0111M.176 23'A) ( w. "^_`'`�'�� G R A V E l — _.:.. GRAVEL —d4`; ! E•. 7`. f(NE)• 60.95(9 v ) M -- = -• �t a T7C� Q 10' • - A 7, A 12 165 PIPE ,E(S)• 60 99'(8• NC) I E(1).16.10'(6�VCj _ _- �_ A 12^A 1 �' Mw 'E..tdS 33' t0' A , P w ,6' A � +0. OAK � d' 8". e', e'. w. - o A t0' A e' e A e'. e IfQ 11. OAK A' Tull QI AMI 3 7ALL 6 TAtt +' TALI GARP e• m SET gTE BENCH m LINK FENCE WRE FENCE • t•Ll BARS �HAwtHORTt CLUMP --- w000 wpGa FENCE RAILROAD SPIKE 0. ' NORTH OF w1Rr I"ENCE !10 RANGING ili'.cs - T t FENCE Tl1Ert7uTM EDGE ASPHALT e• O 0• DIAMETER OTH AN NGVD 29 _EV-177 37' r LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX �OT 11,4 T; I 1302 1 301 Dim ('ushing Assodstt,, NiriT ` 4^QO 4300 4400 1303 Civil Fngineers 6665 sw llettli Sum r REGi;rERED Rule 101 (503)6:0-7684 PROFESSIONAL Portl6nd,OR 97223 i LAND SURVEYOR) Ftu1 (503)62x2771 www cushing-enp own 11 OREGON HATE 987 GRAPHIC SCALE JANUARY t5, SA HAROL P. SAi_0 w SCALE 126 Iso \ J c 30 •s 90 � �f vc p1�jtic tr. 21Jt�5 JO8 5t i R vF vt r a v 1Y. FEES ANDY PARIS AND ASSOCIATES, INC. 16057 BGONF S FERR ROAD SHEf t 1 inch 30 ft. LAKE OSWEGO. OREGON 97035 PH: 503-636-3341 PROJFCT.• 04'14,7 vi DRA WING.' 041431P/ nWG DRAFTED: HS097604 I __•.+a....,.,.....r.,,,....,,..,.e,.---+.A-inn+►..-.__ ._.,__.....,.-...-..,....._. .. .-.,...,.,._._•......,.,..».,A,._.,.... _.... .. .. - ... :. ..'.�, ,..... ,^_,... �..l.iL'.w..w.:M.,:.... ..._.. ,«t,;4'M.IY.'hklW»hA1N..tliMulauNv'1MIM4s, ,� !11111111) 1 , �.,_,_ .._...a........._ 47YY+u.u�..d,.•.......-+41rMR►NMlutw.#4 , � (I t;ll ,i.l 1011 1111 1111 Il111511 ImpIII 1111 ill 111E alyiIt IIIIINII III( IIN IIN 1111 1 11 Ilii i t !!.11111 Jill 1111 111t 1111 I!!I II►1 "rr;• ft 1111 ,III Itlt 111 itlt 111111111 Itirtl•tt IIt1IlI1111111� t , rr bfl; ( � � � � � I � r � � � � � � 1 � I � � � � � I "�"�� ' � �. � �I � �1 � � � � r 10x0- c� ' t Ip I I t? 13 14 1A Is 10 �0 21 22 23 24 25 2lq 2'7 28 2`2 3d 'ppFr 1 ��p �5. } I ! o1 I Moa ;ooS . r f3 , t 4 T . d • , IA T 1 I h ..,.,. .wit ,,•,. s, .... •: ,Ia, �'`.� G... '�;: ,.::.!'. -: '`Cj ., t,t. 4¢;,:n t {a:, ';'J, , }.,. Ar .: :-x' •- r;. 1.`'j, � 1';0 r 'IT r Dl� 51: tt Y. Poy- ,....,. .'.:.i.. ., ..;-. ... .. ... " �,. - .• �-. .:,. ,. .. - YvslvAiw.�.i�N�caN�wYw.�w.:114dW1 ...._-.,.,....,._...............«-..x .."-..,... ,... bluedot group land surveying & mE "oing 6665 hampton St, Suite 101 tigard, or 97223 V. 503.624 0108 f. 503.620.2771 REGISTERED PROFESSIONAL LAND SURVEYOR 7 OREGON JULY 14, 1998 / MARK 2$87MA1'ER RENEWAL: 12-31-06 z-z-zz n LEGEND c por � f URN DECIDUOUS TREE WIT H T�1 VARIETY AND DIAMETER U) CL. r O CED R CONIFEROUS THEE WITH < ~ M •��-8"��5� 143in 5" VARt�TY AND DIAMETER 1788 X 178 1 o z X t 78 6 X [SI]-ED — 0 6'WOOL)S70CKADE FENCE S 89"301'42"W 143 60' O 4 CHAIN LINK FENCE O - � —= z---rr-- --- -- WIRE FENCE 0 U X11811186 _ X1788 MUBILF HOMF A` MAILUOX J LU LOCATION APPROXIMATE) l X M GAS METER Q C1 X178 5 / – DEC �U(o POWER POL.E LbJ 24- CONNEC ON Ty0 UNDERGROUND WOITH W ~ w O SHOP / CED —OHL--- OVERHEAD WIRE / �A 15. X t 18.3 ��/.L-�- x ne aX t 7ft 0 SPOT ELEVATI N X1780 t 18 z DEC ----- -- — -- ` S. 7a DECGARAGE (� L-' O 1tlmeww �,W 28' •• �� n X17z xt?es lDEC SURVEYOR'S NOTES: 1.) CONTOUR INTERVAL IS 1 FOOT WITH 5 FOOT INDEX CONTOURS. r•' (;0NC4RL IF 1787 178 8 1 STORY HOUSE �.i rS ) • u 2. THIS IS NOT A BOUNDARY SURVEY. A BOUNDARY SURVEY OF or' •• , , < THIS PROPERTY BY BLUEDOT GROUP IS C 'RENTLY IN P!IOGRESS. /' PROPERTY LINES SHOWN HERE ARE BELIEVED TO BE CORRECT BUT SHOULD BE CONSIDERED APPROXIMATE UNTIL BOJNDARY 1780 pp WORK IS COMPLETE. 4"{ �,• DEC 1789 SPk 3.) ELEVATIONS SHOWN ARE BASED ON A RAILROAD SPIKE SCT AS # 1a• - , '`�' '`_,1,88 I A TEMPORARY BENCHMARK BY ANDY PARIS AND ASSOCIATES, INC. j � H ON THE SC UTH SIDE OF SW OAK S REET IN THEIR SURVEY DATED w z SEPTEMBER 20, 2004. 1 HAT SUNVE" STATES THE THE TEMPORARY (/'� o x1784 X1785 Xt7ft9 BENCHMARK HAS AN Ei.EVATION OF 177.37, DERIVED FROM � WASHINGTON COUNTY BENCHMARK No. 36 (DATUM = NGVD29). iJ C t_-4 1� o 1780 X X178: X17(14 X1782 ,DFC \�� „(14 4.) FIELD WORK WAS PERFORMED BETWEEN JANUARY 24 & 26, O cn p� 1 1 a NOL NE �`11[17 � 200`x.5 ) ALL.IJNDERGROUND LOCATES WERE PERFGF?MED BY � �"ONE-CALL"UTILITY LOCATE SERVICE. r07 177 1 "W 143.608 2 ! 177 7 X S 139"30'42 _ 0 W " -e' --- --_ - -- —fit_--- — ------ _-� _ - --- - UG i F" 177X- 6 ro 8 � If I N 1 °30'a2"E 143_6 N 89 -_ - - - ..---- -- -- REVISIONS REV-DATE-07-25-06 GR-APHIC SCALE -- (IN PEEP SCALE:1"=20' {4r." DATE - 2 15 2005 JOB No. 050006 -� V2 0r I A rr ..:::. ._....wnv1^• ti4'w..r.w..wJLl+wicSYW:'1e1+fW.k1YYMNlnYYMii� M%'l 1 •.4; r:::, .:. :...le.. :.:.M41N/..,t .;.: .:...,;x+m "y;?+0"�i+.�tY '.: .'. :p " .e::�...aAlr.�w..."ww.w�w�-+•w,•...'....w,.d....,,,...,.,.,... .--..w+......�w�+...�,...,..-..-�:,,...._ - anl�+ ..., .. �ri�i 1. ir!1 IIII illi Eiil lilt 111) {1.1 !;ll 1111 Iilf INI 111111111111 1 I IDI II IJ 1 !i,# III! !II IJII-##rifftlf IIII (111 1111 I!II illi 11�1111111 lhilll I1T1111��111 #!#1 1�#!# !!Ilrflll lilll�lllllll�lll #1111111f IIl# ll# 1! �,;':'. .. ;yro ,s•, 0111 � ,I } � ( � � � � � � � � � U� � � IIrJ � � I � � I � I � th � � � `� �# �I i II fi III i LFONWRY STRIA ,► 1 t2 13 14 t 1D !7 I� Ifs 2C 21 12 23 24 26 2E 2'7 28 29 30 {,t Na4. C 14Z 71 i t , > J i n �d D�kJ b' s r dm { AY 4 J t i ;' ,. .. � y,; �.`'`(^_ ..:. ..... .. ... .:: ...A�w�aY�css.+ati+MrA4afii,�•sW'e" i:. ,.. .,...:,.. .w.. «.,.....,.,.�, ..,.., ... .,.., .. _..,_..._,.............,_....,.�...,_.....,.., w. .,...... ,., ..,..,,. _._ ,.., ...........e,..._. ..,.,., ... .-: .m. .,.,...._.... ..... ,.. ,. ty 'awNw,+kad U � Lledot 11 You p land surveying 8 mapping 6665 hampton St, Suite 101 tigard, or 97223 V. 503 624.0108 1 .503 620 27 71 } REGISTERED\ PROFESSIONAL LAND SURVE'Y'OR OREGON JULY 14, 1998 MARK J. MAYER 2887 RENEWAL. 12--31-06 S LEGEND T_ I �W GSCORN DECIDUOUS TREE WITH W �.N w VARIETY AND DIAMETER Z I— CED Sr R CONIFEROUS TREE WITH �� ' 5' VAHIErY AND D. METER `� m —0— 6 WOOD STOCKADE FENCE O O 4'CHAIN LINK FENCE r U X WIRE FENCE UJ O MAILBOX U) ® GAS METER � W 4U(3 POWER POLE WITH W CONF 1 CONNECT ION TO UNDERGROUND WIRE CONF +0.eo U) 32" J, 32" U&( � �. —OHL— OVERHEAD WIRE ^� yl.�{'LE MAPLE � 2`�� I ilhl MAPLE I �, 1?„ IE-175.4 x1766 SPOT ELEVATION I j3 --- --- ---- — ------- — 0C:(. DCG i—� / 6` —- - ---- - --- ------ -- 12`C75 8 co779 d' nRODAAirr L1Ec iE=t' ; , SURVEYOR'S NOTES: (� O / NM 176.64 „ 6" 1.) CONTOUR INTERVAL IS 1 FOOT WITH 5 FOOT IND[---XCONTOURS. 2.) THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN HERE ARE BELIEVED TO BE CORRECT BUT SHOO'_D BE 1 I P AVE. CONSIDERED APPROXIMATE. / 0 10387 SW 871h 1 3.) ELEVATIONS SHOWN ARE BASED ON A RA,LROAD SPIKE SET AS ;r �--I TAX LOT A TEMPORARY BENCHMARK BY ANDY PARIS A14D ASSOCIATES, INC. w �I U 1 S 1 35AA-3705 10385 SW 87th AVE. ON THE SOUTH SIDE OF SW Oi,K STREET IN THk"IR SURVEY DATED TAX LOT SEPTEMBER 20, 2004. 'THAT E'HAT SUPVEY STATES THTHE TEMPORARY �� BENCHMARK HAS r-,N ELEVATION Of: 177.37'. DFRIVED cROM M w 1S 1 35AA-3707 WASHINGTON COUNTY BENCHMARK No. 36(DATUM = NGVD29). ? w z o 4.) FIELD WORK WAS PERFORMED ON JANUARY 19, 2006. YF � 5.) ALL UNDERGROUND LOCATES WERE PERFORN1ED BY '—' ►'' o "ONE-CALL" UTILITY LOCATE SERVICE. NO LOCATE MARKS WERE Gl cn t FOUND WITHIN THE SURVEY AREA. CALL B4U DIG. 4 a. O " W 1 O f'�1 , { I� O r It f:' i• I DATF February 2, 2006 GRAPHIC SCALE 10H05 QQQ6 0 IU 20 (►N FF..ET) .SCA LE:1"=20' V3 x' J `J j_.._.-___ , r� -, .°ewow - - .. „".«. - -_ .._. ..__...__.•____---,•__..-___.—.-�....,._-..._,._..._._...__......._._�,...—..._.._...._._ .. _. . ..-_._. _..._ _.._..-.:.:........+,.r...r+—...mn- ... ._...:...._..._._.,.,r„h..� ., ... .. _t m .., a+r ��,81at1kM ` r III; I I l l 1 i 1 i 1 1 i I +r G.11 I IIII I Illi. 111111N1 Illlllil, i Illiill 111111111 Illi Illi ,U IIII 1111�t111 �Iiilt!Ii Itil ,,,, N11 IIII 1111 IYii 1111 II i 111 1111 I 111"V,411"1111 rlllilj111�11111 IIII IIII IIII IIII IIII 1111 IIII !III Ilu STM ( I i I lI�� l , � I LEO!'�N.ITY I IO til 12 113 114 I I A 17 18 I W 20 2 i 2.2 2 3 2 4 2 5 2 8 217 2''@ 29 310 1OmT.l cm , r , r WIWI 6. t ` I , r .. , x. Ar • � y `"ply. ,