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PFI2020-00304 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT IIIIs COMMUNITY DEVELOPMENT Permit#: PFI2020-00304 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 08/19/2020 Parcel: SEG1586 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Wall Street/Tech Center Drive Improvements Project Description: SEG1586.250 lineal feet of street improvements to connect SW Wall Street to SW Tech Center Drive. New traffic signal at 72nd Ave and Tech Center Drive. Class of Work: FEES Type 3-Street Improvements Description Date Amount Total Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tioard-or.gov to schedule inspections online. Contractor: EAGLE ELSNER INC PO BOX 23294 TIGARD, OR 97281 PHONE: 5036281137 Applicant: ANDREW NEWBURY 13125 SW HALL BLVD TIGARD, OR 97223 PHONE: 5037182472 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant �� Signature: cc- � Y /A �// Issued By: r 'a V 1 ! - Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2020-00304 Type: Condition Name: Status: Severity: PFI_Street Imp 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Street Imp 02 -WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Street Imp 03 -WORK SITE EROSION CONTROL Applied Notice Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI_Street Imp 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes,etc. shall be reinstalled or replaced,with like kind of material. Obtain City approval of restoration work. PFI_Street Imp 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept.of Transportation, FHWA, current edition, American Traffic Safety Services Association [ATSSA], and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI_Street Imp 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area.Traffic control devices, flag persons,etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Street Imp 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time,without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services: 503-629-0111 (Tigard Police Dept.,Tualatin Fire&Rescue)and to 503-962-8140(Tri-Met) and 503-431-2345 (Tigard School District)and other service providers impacted by such closure. PFI_Street Imp 08-TRAFFIC CONTROL ADVANCE WARNING Applied Notice Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign at each end of the construction area 72 hours(min.)before initiation of construction work. PFI_Street Imp 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service.Obtain City approval of any access closures. PFI_Street Imp 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized by the City Engineer. PFI_Street Imp 12-TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Street Imp 13-DRAINAGE CONTROL Applied Notice Drainage shall be controlled within the work site and shall not adversely affect adjacent private property, public property and the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective drainage control. PFI_Street Imp 14-UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through 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 Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense. PFI_Street Imp 15-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Street Imp 16-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Street Imp 17-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads, ditches, etc.)as may be necessary, as determined by the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Street Imp 18-SEWER SYSTEM TEST Applied Notice A sewer system air-test and/or DVD T.V. test report and one set of"As-Builts"shall be provided for review and approval. PFI_Street Imp 19- PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector,<Insert Name>at<Insert Phone#>, to establish a preconstruction meeting. PFI_Street Imp 20-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI_Street Imp 21 -PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Street Imp 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports, on a weekly basis,to the City's Inspector. PFI_Street Imp 23-MONUMENT PROTECTION Applied Notice Existing monuments, property corners,and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Street Imp 24-VALIDATION OF MATERIAL/CONSTRUCTION Applied Notice The City's Inspector may, at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Street Imp 25-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two (2) persons who have authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing, of any/all assignment changes. PFI_Street Imp 26-RIGHT OF ENTRY/EASEMENTS Applied Notice Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed easements, shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to obtain or provide for proof of right-of-entry or easements. PFI_Street Imp 27-PRIVATE PROPERTY AGREEMENTS Applied Notice Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction activity. PFI_Street Imp 28-AS-BUILT DRAWING Applied Notice One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance (Certificate of Compliance). PFI_Street Imp 31 -OTHER Applied Notice RFCFIVED • City of Tigard 1 S 2020 PFI#: 2�2�"� `� e ENGINEERING DEPARTMENT, �r TIGARD TIGARD Public Faciliti liffiV hient (PH) Permit PROJECT INFORMATION TYPE OF WORK Project name: Watt ►Sr . -T ac., GevrVc, bv. lwtlo✓oucvnneKfs, ❑ TYPE I-Franchise Utility Work Brief description of project: iS 0 I ivieenr feel off' s-Ir ar performed by NWN,PGI, or utility agency IMpidVGv�nC S '1'0 C+p✓IhGuk 9,Al UJALISV • wt'lLl lELlil 64 G✓ g TYPE 2-ROW Sidewalk/Driveway/SewerDi. IVew --v .c C i'L- ,, H p I u4 ?Z"d/-recin 6evrIcr b✓, Work performed for the purpose of: • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): Wulf Si.. Tea.14 6eAnAcAr Dv. main line tap ❑ TYPE 3-Full Scale Development Work SE V tS 86 performed with land use approval which includes any of the following • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: C t l� O� 1, Gtvd1 • Mainline installation for sanitary sewer, 11 storm sewer, Tigard water, and Tigard Mailing address: 131 Vr jW 1-1g1I 6ovICVQvA water service area "Cava �I 1-1 TYPE 4-Small Cell Technology City/State: k r oe- Zip: o{72Z3 ❑ TYPE 5-Tigard Triangle Phone: 503- 63h -tll-7I Email:a,ndrew he' }iu a vd-o✓. joy/ Phone: So3-'718-V412- NOTE: Type 1 and 2 applications may be Contact name: Ar Avew 11.1ev l o u v/ mailed to rowperm is@tigard-or.guv. Phone: So3-1\AZ- Z-4-iZ Email: otocIvewv@4 1aval- al. Sav CONTRACTOR INFORMATION 0 Same as applicant Name: EAcjIc - 6(5t'c% ":"1"-vie... CCB Number: 21It2- Mailing address: h400 Stu I-1i Itslpo✓o 1- uy City/State: S(ilcrtuc c ) d2 Zip: 91l r{o Phone: So3-6253— I13 7 Email: jrAke. e e«<vl , -clswc✓,cows ENGINEER INFORMATION Name: Wallis eincl'.nee✓:Ac) Mailing address: Z(S W• tfk"' S-1. Svi-Ie. ZOO City/State: Vao Gov vaV; uJA Zip: 41S660 Phone: 36O- 6a5 - 7041 Email: david, (OvoLckvtle..wall;sevtol, 14e ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ I) 471 S, 500 , c)6 (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes IN No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 5d3-7111-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or licensed Utilities are not required to obtain the owner's signature on the application. I,the applicant,certify that: • To the best of my knowledge,all the information provided within this application package is complete and accurate. • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,I will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. Q- Avi4vc.A.) Nc t1bi'7 Vi7/2o Applicant's or authorize agent's signature Print name Date Property owner's signature (if required) Print name Date Case No:11 SOU"DO tO Permit fee: L,C> Received by: At/ Date: 1,0 Approved by: 77-the)/ L• Date: //8 I202o Notified by: Date: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 4 PFt2C2.0—aq jai\ - f T2chc -, 0.0 6PE CITYOF TI AR TIGARD „,, I EXPIRES:1201/21 WALL STREET - TECH CENTER DRIVE IMPROVEMENTS APRIL 2020 m o 100% SUBMITTAL SHEET INDEX F F CI COVER 1 I e C2 GENERAL NOTES AND LEGEND o N C3 GENERAL NOTES CONTINUED C4 TYPICAL SECTIONS i^2 q g C5 EXISTING CONDITIONS I W `l t / 71 ��i'- C6 EXISTING CONDITIONS II WASHINGTON COUNTY / I o- I - C7 EROSION CONTROL NOTES & DETAILS Ig _ _ J �� T. CB EROSION CONTROL NOTES & DETAILS II L .r:,\ �_ I , C9 DEMOLITION & EROSION CONTROL PLAN I C10 DEMOLITION & EROSION CONTROL PLAN II ¢�4‘lot4;k'.4.`NN°Fin / \ \ C11 SW TECH CENTER DRIVE ROADWAY PLAN & PROFILE Igiiit.it1441,1% Project �4 //� - ,_\--,_`� C12 SW TECH CENTER DINE & SW 72ND AVE INTERSECTION PLAN Cr / - -7 C13 SW TECH CENTER DRIVE NORTH DRIVEWAY GRADING PLAN w F • • ��L / / 1 I C14 SW TECH CENTER DRIVE SOUTH DRIVEWAY& POND GRADING PLAN 0 �a iff",.. , C15 SW TECH CENTER DRIVE & SW 72ND AVE RAMPS PLAN Ule ili �.,:.- "� C16 RETAINING WALL PLAN & PROFILE , CW -. SW WALL STREET IMPROVEMENTS/ C17 WALL X-SECTIDHS I r (COMPLETED 3/2019) /mp,/ COMPLE 1 / / - _ C18 WALL X-SECTIONS II I I- I � I Wilsonville // t �L__i C19 SIGNING & STRIPING PLAN I / IF-- wawa ST LL�JJ.I C20 SIGNING & STRIPING PLAN II a o VICINITY MAP /t.4;/ 1. L C21 SW TECH CENTER DRIVE UTILITY PLAN & PROFILE C - N NOT TO CC F / ( j-_ 1 I r DI ROADWAY DETAILS I / ) C. O a ((\ 4 1 02 ROADWAY DETAILS II •Vim/ �� I \ ` - SW FRt ST - ____—-_ SW FIR ST D3 ROADWAY DETAILS III i CCc „ ol \� \\ D4 UTILITY DETAILS I W a 1 \**` PHASE II-SW WALL STREET IMPROVEMENTS D5 uTILm DETAILS II -It g —_1 \ �` / (BY FIELDS TRUST DEVELOPMENT) D6 UTILITY DETAILS III D7 SIGNING & STRIPING DETAILS _ ___ SW CHERRY DR ---� `• s �` I' , I L0.0 LANDSCAPE KEY I- 1 • SW TECH CENTER v L1.0 IRRIGATION PLAN w 11 t- •`.. ♦ i DRIVE S 72ND INTX w T I o L2.0 PUNTING PUN > fy.0 • IMPROVEMENTS • L3.1PUNTING PLANW IX tZ\� t1.3.0 IRRIGATION DETAILS cc 0 mN - cc 1— ,461 7 11----ss B — L.3.1 IRRIGATION DETAILS N LaJ Z SW ALL STREET-TECH CENTER ---{{{ N. La.O PLANTING DETAILS J Z M - DRIVE IMPR—OVEMENTS TS-01 TRAFFIC SIGNAL LEGEND SW 72ND DR/SW TECH CENTER DR I "I LAJ O Q CJ TS-02 TRAFFIC SIGNAL PLAN SW 72ND DR SW TECH CENTER DR = ce ce a_3 1— LaiTS-03 DETECTOR PLAN SW 72ND DR/SW TECH CENTER DR U N I— —• PROJECT MAP TS-04 TRAFFIC DETAILS SW 72ND DR/SW TECH CENTER DR . Q a NOT TO SCALE TS-05 TRAFFIC DETAILS SW 72ND DR/SW TECH CENTER DR HO ce IL-01 ILLUMINATION DETAILS AND LEGEND Q IL-02 ILLUMINATION PLAN SW WALL ST/SW TECH CENTER DR dEr V Si GENERAL STRUCTURAL NOTES S2 SPECIAL INSPECTION DRAWING NO: S3 SOLDIER PILE WALL PLAN ^ S4 SOLDIER PILE WALL SECTIONS 1 VVV 1 S5 SOLDIER PILE WALL DETAILS 1 OF 47 GENERAL CONSTRUCTION NOTES: DEQ. STATE,AND LOCAL REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF - ' THE WORK INCLUDING BUT NOT LIMITED TO SHORING, BRACING. 1. THE ELEVATION DATUM FOR THIS SURVEY IS NGV029(47). ELIYATTON=153.44' ERECTION/INSTALLATION. FALL PROTECTION, GUARDRAILS, ETC. LEGEND HDJ CONTROL POINT 1,2 N: 648618.54 E 7621675.04 THE BENCHMARK IS A I/2 IRON ROD WITH RED PLASTIC CAP INSCRIBED .HDJ 17. IF CULTURAL OR ARCHAEOLOGICAL RESOURCES ME DISCOVERED ON THE SITE DURING CONTROL.LOCATED APPROXIMATELY 68 FEET SOUTHEAST OF THE AGILYX PROPERTY CONSTRUCTION ACIMIY, INCLUDING BURIAL SITES,THE CITY OF TIGARD SHALL BE ,P' • 3 SOUTHERN CHAIN UNK FENCE AND APPROXIMATELY 78 FEET SOUTH OF A 12- NOTIFIED IMMEDIATELY AND THE CONTRACTOR SHALL TIH COMPLY W ALL REQUIREMENTS EXISTING PROPOSED :.1. ,. '4 1. CONCRETE STORM INVERT(HOJ STORM INVERT/38). 'ELEVATION WAS TRANSFERRED OF SECTION 00290.50 OR 00290.51 OF THE OREGON STANDARD SPECIFICATIONS AS `.(fIe FROM WASHINGTON COUNTY CONTROL POINT 41 (ELEVATION=143.18') THROUGH APPLICABLE DIFFERENTIAL LEWIS. - - RIGHT OF WAY - CENTERUNE IEXPIRES:12/31/21 I 18. MATERIALS SHALL BE NEW, THE USE OF MANUFACTURER'S NAMES. MODELS, AND 2. THE BASIS OF BEARINGS WAS ESTABLISHED BY HOLDING CES NW CONTROL POINTS 10 NUMBERS IS REQUIRED AND INTENDED TO ESTABLISH STYLE, QUALITY.APPEARANCE, --- --- - PROPERTY LINE CURB La F AND 13 AS N 03'22'09' E. HORIZONTAL DATUM: LOCAL CES NW CONTROL AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM o THE CITY OF TGARD PRIOR TO INSTALLATION. - CENTERUNE PAVEMENT 3. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE SECTIONS SC SIDEWALK OF THE CRY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, EXCEPT AS 19. BEFORE IMITATING MY CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL CONTACT EDGE OF PAVEMENT ..- ,`, +"„f'f'r, +,+ ESCAPING MODIFIED HEREIN.THE 2018 APWA OREGON STANDARD SPECIFICATIONS FOR THE CRY INSPECTOR (503-639-4171) TO ESTABUSN A PLACE, TIME, AND DATE FOR CONSTRUCTION AND CLEAN WATER SERVICES DISTRICT'S DESIGN AND CONSTRUCTION A PRE-CONSTRUCTION MEETING. EDGE OF CONCRETE �::.,.f,-�.�,,,., ..:,...� •:-%•:� STANDARDS(RESOLUTION AND ORDER 17-05). THE CONTRACTOR MUST COMPLY WITH ' o i ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW AND THE TIGARD MUNICIPAL 20. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR (503-639-4171) 24 HOURS - - - - --- - EDGE OF GRAVEL STORMWATER PLANTER CODE. PRIOR TO COMMENCING WORK, 24 HOURS PRIOR TO ANY STAGED INSPECTION, AND I I AFTER COMPLETING WORK COVERED BY THE PERMIT. I- CURB I i 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. IN ORDER TO PROTECT EXISTING �- SD STORM. SIZE AS NOTED UNDERGROUND UTILITIES, CONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS 21. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF T,. ",-,..?1 CONCRETE SIDEWALK zz MUST NOTIFY UTILITIES AND PUBUC AGENCIES AT LEAST 48 BUSINESS HOURS IN THE CONTRACTOR.THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN -`- SS SANITARY. SIZE AS NOTED SI ADVANCE OF,AND NO MORE THAN 10 BUSINESS DAYS BEFORE, BEGINNING A CLEAN CONDITION, FREE FROM OBSTRUCTORS AND HAZARDS.A COPY OF THEL. EXCAVATION, IN ACCORDANCE WITH THE PROVISIONS OF OAR 952-001-0090. LIMITS CONTRACTORS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA sO STORM, W WATER, SIZE AS NOTED rc g OF WORK SHALL BE PRE-MARKED FOR THE UTILITY LOCATORS. POTHOLE ALL SIZE NOTED IF KNOWN c=i CROSSINGS AS NECESSARY TO PREVENT GRADE AND ALIGNMENT CONFLICTS. REPORT 22. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF SAWCUT zl4Lil 2 ALL CONFLICTS TO THE ENGINEER IMMEDIATELY. PROTECT EXISTING WRITES AT ALL ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL SS -. SANITARY, .4E TIMES DURING CONSTRUCTION. CALL THE ONE CALL UTILITY NOTIFICATION CENTER AT BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT.THE CITY MAY AT ANY TIME SIZE NOTED IF KNOWN TEMPORARY CONSTRUCTION EASEMENT o 8 503-246-6699 FOR UTILITY LOCATES.ANY DAMAGE TO EXISTING UTILITIES,WHETHER ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. g g THEY'RE SHOWN ON THESE DRAWINGS OR NOT,WILL BE REPAIRED OR REPLACED AT w - WATER =® PROPOSED WALL THE CONTRACTOR'S EXPENSE. ATTENTION: OREGON LAW REQUIRES ALL EXCAVATORS TO 23. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE SIZE NOTED IF KNOWN z zog FOLLOW RULES ADOPTED BY THE OREGON MUTY NOTIFICATION CENTER.THOSE RULES INSTALLED AND RANT/LINED MEETING THE O.E.Q. REQUIREMENTS.THE CITY MAY AT x T - ' - PROPOSED FENCE • ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH 0--------- GAS OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE EFFECTIVE EROSION CONTROL O SANITARY SEWER MANHOLE a NUMBER OF THE ADMINISTRATION OFFICE FOR THE OREGON UTILITY NOTIFICAIION UGT - UNDERGROUND CENTER IS 503-232-1987). 24. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A TELEPHONE ® STORM SEWER MANHOLE Z STANDARD GRASS MIX; SHRUBS. FLOWERS. BARK DUST, EXISTING SIGNS, PAVEMENT Q 5. THERE ARE A NUMBER OF PRIVATE UTILITY FACILITIES WHICH WILL BE ADJUSTED OR MARKINGS, MAILBOXES, ETC. SNAIL L BE REESTABLISHED, REINSTALLED OR REPLACED, OHP- -. OVERHEAD POWER TI CATCH BASIN RELOCATED BY EACH PRIVATE UTILTY.THE CONTRACTOR SHALL COORDINATE WITH WITH LIKE KIND AND MATERIAL. N ucp - UNDERGROUND POWER CURB CUT EACH AFFECTED UTILITY A MINIMUM OF IWO WEEKS PRIOR TO WORK IN AN AREA REQUIRING ADJUSTMENT OR RELOCATION OF A PRIVATE UTILITY'S FACILITY. SEE 25. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN H a LJ SPECIFICATION SECTION 00150.50(B). THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, V - Y - ' - FENCE 0 STORMWATER OVERFLOW/INLET O Z PUBLIC PROPERTY AND THE RECEMNG STSILM IS NOT ADVERSELY IMPACIFL. THE 6. THE CONTRACTOR SHALL EXERCISE ALL DUE CARE IN PROTECTING PROPERTY ALONG CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO - WALL ED WATER METER Z o THE ROUTE OF THE IMPROVEMENTS. THIS PROTECTION SHALL INCLUDE, BUT NOT BE ACCOMPLISH EFFECTIVE DRAINAGE CONTROL LIMITED TO, TREES,YARDS, FENCES, DRAINAGE LINES, MAIL BOXES, DRIVEWAYS, O STORM SEWER MANHOLE ,p FIRE HYDRANT Q J SHRUBS. LAWNS, IRRIGATION SYSTEMS. WITHIN ANY RIGHTS-OF-WAYS AND EASEMENTS. 26. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND IF ANY OF THE ABOVE HAVE BEEN DISTURBED, THEY SHALL BE RESTORED AS HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF O SANITARY SEWER MANHOLE N BUTTERFLY VALVE CC NECESSARY TO AS NEAR THEIR ORIGINAL CONDITION AS POSSIBLE OR REPLACED IN NECESSARY). SHOULD CONFUCTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES W KIND. BE NECESSARY, IT SHALL BE DONE AT THE CONTRACTORS EXPENSE. CHANGES MUST 0 CATCH BASIN I BEND BE APPROVED BY THE CITY IN ADVANCE Of WORK PERFORMANCE. Z CONTRACTOR SHALL Z 7. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND COORDINATE THE WORK WTM AFFECTED UTILITY AGENCIES. d' CLEANOUT FT., TEE 0LLI AL. INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. 27. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) ED WATER METER SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS 8. THE CONTRACTOR AND/OR EACH SUB-CONTRACTOR SHALL. HAVE A MINIMUM OF ONE WORK. NO TRENCH, ON SITE OR OFF-SITE. SHALL BE LEFT AT ANY TIME IN AN N GATE VALVE 0) SET OF CITY-APPROVED CONSTRUCTION PUNS ON THE JOB SITE AT ALL TIMES WHILE UNSAFE CONDITION.THE CONTRACTOR IS RESPONSIBLE FOR AND IS LIABLE FOR ABBREVIATIONS o WORK IS BONG DONE. HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. A. FIRE HYDRANT '� a ` 9. UPON COMPLETION OF CONSTRUCTION.THE CONTRACTOR SHALL SUBMIT 'REDLINE 28. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH TO IRRIGATION VALVE ACP ASPHALT CONCRETE PAVEMENT N DRAWINGS'TO PROJECT ENGINEER FOR PREPARATION OF RECORD DRAWINGS. AT LEAST 2 IN. OF HOT MIX ASPHALT. 'REDLINE DRAWINGS'DOCUMENT ALL DEVIATIONS AND REVISIONS TO THE APPROVED 0 POWER BOX/VAULT BEV BUTTERFLY VALVE PLANS;THEY ALSO RECORD A DESCRIPTION OF CONSTRUCTION MATERIALS ACTUALLY 29. WORK PROVIDED FOR UNDER THE PERMIT SHAD- INCLUDE REPAIR OF EXISTING CB CATCH BASIN wil USED (PIPE MATERIAL, ETC.) FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS IC JUNCTION BOX Cl CLASS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN 10. A COPY OF THE PERMIT AND ALL ATTACHMENTS,AND A COPY OF THE APPROVED CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL 0 COMMUNICATION BOX DECID DECIDUOS CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA BE DONE AT THE CONTRACTORS' EXPENSE. DIA DIAMETER TO 0 If AL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TUTY POLE TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO 30. THE CITYS INSPECTORS MAY,AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS DI DUCTILE IRON THE CITYS STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. AND OR REPORTS FROM THE CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR .- GUY WIRE DL DRIPUNE CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH 1 Es i 5/REPORTS SHALL BE PROVIDED OF WORK PERFORMANCE. AT THE CONTRACTORS' EXPENSE QI CAS VALVE EA EACH EG EXISTING GROUND ~ 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND POTHOLE AS NEEDED 31. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE Hy WMINAIRE EL ELEVATION W TO VERIFY ALL EXISTING CONDITIONS BEFORE THE START OF WORK. THE PROTECTED. REPLACEMENT SHALL BE AT THE CONTRACTORS' EXPENSE. CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE ,. SIGN EP EDGE OF PAVEMENT W 0 VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTOR CONDITIONS INDICATED AND/OR 32. THE CONTRACTOR SHALL PROVIDE TO THE GTY INSPECTOR, IN WRITING, THE NAMES SHOWN ON THE PLANS. SHOULD MY ERROR OR INCONSISTENCY EXIST,THE AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE ( , ",� ('.� TREE, SHRUB, FC FINISH GRADE I- IX a_ CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTED TO AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION AND, IN GENERA, WILL ,,,,iJ * �✓ OR ROOT STSI EM FL E NE W Q THE PROJECT ENGINEER FOR CLARIFICATION OR CORRECTION. BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE CONTRACTOR SHALL NOTIFY THE - FT FOOT/FEET ce W N CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. STRUCTURE IE INVERT ELEVATION Q ~ 12 SERVICE CONTRACTORTHE PROTECTS THEM DURING AWE CONS TO KEEP STRUCTION. CONTRACTOREX LISHS IN 33. THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING,THE NAME EASEMENT HORIZ HORIZONTAL CD v) I- W IMMEDIATELY REPAIR OR REPLACE ANY DAMAGED UTILITIES USING MATERIAL AND MID 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED 'COMPETENT ~ Z METHODS APPROVED BY THE UTILITY OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERSON' RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, IN INCH/INCHES W J W W PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE UTILITY PROVIDER. DIV. 3 CONSTRUCTION, SUB-DMSION P - EXCAVATIONS. THE CONTRACTOR SHALL 200'- - MAJOR CONTOUR MAX MAXIMUM O Q U NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 13. THE CONTRACTOR SHALL PRUNE ALL VEGETATION. AS NECESSARY AWAY AND UP FROM MINOR CONTOUR MIL MANHOLE _r THE STREET AND SIDEWALK. AS WELL AS ANY ROOT PRUNING AS DETERMINED BY 34. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY MIN MINIMUM (, C THE ENGINEER. THE CONTRACTOR SHALL PROTECT ALL EXISTING LANDSCAPING THAT NOTIFICATION CENTER. SAID RULES ARE SET FORM IN OAR 952-001-0010 TOE MJ MECHANICAL JOINT ~ 3 L'J IS TO REMAIN. THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE TUTS NOT TO Cr-At F C..) N I-CENTER BY CALLING 503-246-1987. IF YOU ANY Y QUESTION ABOUT THE TOP 14. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL CLEAN UP THE PROJECT RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED PVC POLYVINYL CHLORIDE 0 s. AREA ANO LEAVE IT IN A NEAT AND SECURED MANNER. UPON COMPLETION,THE AT THE PERMIT HOLDERS EXPENSE. STRIPING SATIN SANITARY SEWER CONTRACTOR SHALL LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED Its MATERIAL 35. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER BOLLARD SD STORM DRAIN Q RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF SS SANITARY SEWER () 15. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE • SURVEY MONUMENT PROPERTIES/BUSINESSES ADJACENT TO THE PROJECT. THE CONTRACTOR SHALL CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT SSMH SANITARY SEWER MANHOLE 1 NOTIFY AFFECTED PROPERTY/BUSINESS OWNERS A MINIMUM OF 48 HOURS PRIOR TO HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR J. BORING LOCATION SDBH STORM DRAIN BEEHIVE F' ANY DRIVEWAY CLOSURES AND ASSIST PROPERTY OWNER WITH ALTERNATIVE PARKING. EASEMENTS. SDMN STORM DRAIN MANHOLE PEDESTRIAN AND VEHICLE ACCESS TO ENTRANCES SHALL BE MAINTAINED AT ALL ® PROPERTY ADDRESS EA STATION DRAWING NO: TIMES. THE CONTRACTOR SHALL PROVIDE RAMPS OR OTHER APPROVED METHODS FOR MAINTAINING ACCESS TO ENTRANCES. RAMPS SHALL BE ADA COMPLIANT, APPROVED STD STANDARD BY THE ENGINEER. AND INCIDENTAL TO THE CONTRACT WORK. 16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL CONSTRUCTION SAFETY, HEALTH AND OTHER RULES AND REGULATIONS FROM OSHA, 2 OF 47 STREETS AND STRUCTURAL FILLS: INSPECTOR, AND TIGARD WATER PERSONNEL THIS MEETING SHALL TAKE PLACE PRIOR TO EACH CONNECTION MID BE HELD NO LONGER THAN ONE WEEK PRIOR TO THE SANITARY SEWER FOR DISPOSAL ALL DAMAGED IRRIGATION AND HOUSE DRAINAGE PIPE, DRAIN TIES,SEWER LATERALS AND CULVERTS SHALL BE REPAIRED E%PEPIITOU5LY. HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA 0 *0". CONNECTION.THE CONTRACTOR SHALL HAVE ALL FITTINGS, PIPE, CHLORINE SWABBING DEBRIS COLLECTED SHALL BE DISPOSED IN A COMMERCIAL LANDFILL OR OTHER 1. ALL TREES, BRUSH MID DEBRIS WITHIN THE OMITS OF THE RIGHT-OF-WAY AND ON THE EQUIPMENT, PUMPS AND HOSES,AND ALL EQUIPMENT NEEDED TO MAKE THE CUT-IN APPROVED LOCATION. DEMOLITION: AREAS TO BE FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR CONNECTION AT THE MEETING AND AVAILABLE FOR CITY INSPECTION. UNLESS OTHERWISE NOTED ON THE PLANS OR Fl M.IXD IN THE FIELD. 5. STORM AND SANITARY SEWER PIPE SHALL BE OF THE SIZE AND TYPE NOTED ON THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING 1 • ;17. THE NEW PIPELINE SHAll BE RUSHED, PRESSURE TESTED.AND DISINFECTED BEFORE PLANS. CATCH BASINS AND CURB INLETS SHALL BE THE TYPO SHOWN ON THE DETAIL AC,CURBS.SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA TO ALLOW v,- 09 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF ANY CONNECTION TO THE EXISTING WATER SISTEM IS MADE.TEMPORARY BLOW-OFFS SHEET. FOR EXECUTION OF THE WORK. '%4WD 'bate REMOVING THE TOPSOIL HUMUS. STRIPPING DEPTH SHALL BE 6'PER 00220.41. SHALL BE PROVIDED BY THE CONTRACTOR AT ALL DEAD-ENDS. STRIPPING MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON SITE 6. INSTALLATION OF THE STORM AND SANITARY SEWER SHALL BE PERFORMED ACCORDING TO 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN THE PROPERTY OF IEXPIRES:12/31/21 I AS SHOWN ON THE PLANS AND PER INSTRUCTION BY THE INSPECTOR,OR HAULED OFF 18. ALL PIPES, VALVES,NC FIRINGS SHALL BE THOROUGHLY FLUSHED PRIOR TO PRESSURE THE STANDARD PRACTICE. PIPE UNES SHALL BE LAID ON A STRAIGHT ALIGNMENT AND THE CITY OF TIGARD, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, SITE TO AN APPROVED LOCATION. TESTING MID CHLORINATION. FLUSHING SHALL BE DONE THROUGH BLOW-OFF UNITS, UNIFORM GRADE BETWEEN STRUCTURES. PIPE BEDDING SHALL BE PLACED TO FORM A , REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. u HYDRANTS, INDIVIDUAL SERVICES,AND MAIN AT A VELOCITY OF AT LEAST 2.5 FEET PER CONTINUOUS AND UNIFORM BEARING SUPPORT FOR THE PIPE AT EVERY POINT BETWEEN i 3. EMBANKMENTS AND STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE SECOND (FPS). JOINTS; PIPE ZONE MATERIAL SHALL BE FIRST PLACED UP TO THE SPRING UNE OF THE 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED MID DELIVERED OR o CONSTRUCTED ON BUILDABLE AREAS SHALL BE CONSTRUCTED FROM EXCAVATED PIPE AND MATERIAL UNIFORMLY COMPACTED BY HAND TO INSURE PROPER SUPPORT STORED AT THE PROJECT SITE AS DIRECTED BY THE CITY OF TIGARD. MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN 19. PRIOR TO ANY FLUSHING PROCEDURES,THE CONTRACTOR SHALL ISSUE A FLUSHING PLED WITHIN THE PIPE HAUNCHES.ALL BACKRLL IN PUBLIC RIGHT OF WAY AND OTHER EFTS NOT TO EXCEED 8' LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED PROVIDING DIRECTION OF FLOW, SURFACE WATER MANAGEMENT BEST MANAGEMENT TRAFFIC AREAS SHALL BE 3/4'-O'COMPACTED CRUSHED ROCK. COMPACTED TO 95X 4. ALL LANDSCAPING. PAVEMENT, CURBS,WALLS, FENCES AND SIDEWALKS, BEYOND THE g SC TO 95 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY MSHTO T-99 COMPACTION TEST. PRACTICES (BAPS),AND A WRITTEN SCHEDULE TO THE CITY PROJECT INSPECTOR FOR PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASHTO T-99 COMPACTION TEST. IDENTIFIED SITE AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO j COMBINATION TEST RESULTS SHALL BE SUBMITTED TO THE CITY INSPECTOR. APPROVAL A 48-HOUR NOTICE SHALL BE GIVEN TO THE CITY PROJECT INSPECTOR PRIOR THEIR ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST. CO C TO ANY SYSTEM SHUT-DOWN OR FLUSHING PROCEDURES. UNDER NO CIRCUMSTANCES 7. PRIOR TO ACCEPTANCE, ALL PUBUC STORM AND SANITARY SEWERS. EXCEPT DUCTILE 5. FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES SILEPER THAN 2 HORIZONTAL SHALL THE CONTRACTOR OPERATE ANY CITY VALVES. IRON AND C900, SHALL BE THOROUGHLY CLEANED MID,AS APPROPRIATE, MANDRELLED 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHILL BE REMOVED TO THE NEAREST I L TO I VERTICAL ALL FILL SLOPES SHALL NOT EXCEED 2 HORIZONTAL TO 1 VERTICAL. NO MID TV-SCANNED IN ACCORDANCE WITH THE CITY OF TIGARD'S REQUIREMENTS FOR SUCH EXISTING CONSTRUCTION JOINT. ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MINIMUM DIMENSION GREATER THAN 12 20. PRESSURE TESTING SHALL COMMENCE ONLY AFTER BACKFlLL HAS PASSED THE REQUIRED TESTS. A INCHES SHALL BE BURIED OR PLACED IN THE FIUS. COMPACTION IESIS PER MSHTO T-1B0 AND THE ROADWAY BASE ROCK HAS BEEN 6. SAWCUT STRAIGHT MATCHUNES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND PLACED, COMPACTED, PROOF ROLLED, AND APPROVED BY THE CITY PROJECT INSPECTOR. 8. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUEUNE NEW PAVEMENT. 3 ,, 6. ROCK BASE FOR ASPHALTIC CONCRETE PAVEMENT, CURB AND SIDEWALK CONSTRUCTION 'AS-AS (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SWAL '^ 1O SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN 21. ALL MAINS WITH A STATIC PRESSURE UP TO 100 POUNDS PER SQUARE INCH (PSI) BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY �.I ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. SHALL BE IESI ED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM ALLOWABLE LOSS OF 5 BUILDINGS TO THE SEWER SYSTEM. a u PSI.WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE 7. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIAL PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM 9. BEFORE PLACEMENT OF ASPHALT, THE CONTRACTOR SHALL CLEAN AND COMPLETE A z `I$ CAUSED BY THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE LOSS OF 5 PSI.ALL PRESSURE 1ESIING SHALL BE COMPLETED IN THE PRESENCE OF PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES.THE CONTRACTOR SHALL R.o -8 CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY GRADER AND NE CITY PROJECT INSPECTOR. PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION.ANY MlI< FRONT-END LOADER. SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL UFT. 0 3 OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY MID CWS 22, UPON SATISFACTORY COMPLETION OF PRESSURE TESTING, THE NEW MAINS SHALL BE o a Q EROSION CONTROL PROCEDURES. CLEANED N•I0 VELOCITIES SHALL BEE AT LEAST 2.5 FPSD WITH POTABLE .THEPIPELINE TER PRIOR TO DISINFECTION. BET YTHOROUGHLG OORFLUSHED, TRAFFIC CONTROL: - 8. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING AND GRAVEL SHOULDER CHLORINATED,AND TESTED IN ACCORDANCE WITH AWWA STANDARD C651-92,THE STATE RESURFACING,THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL AND HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF 1. THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS 'MANUAL ON UNIFORM OTHER FOREIGN MATERIAL FROM THE PAVED SURFACE AND STORM DRAINAGE STSIEM. DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS'. U.S. DEPT. OF 1 SOLUTION HYING A FREE CHLORINE RESIDUAL OF 40 TO 50 MIWGRAMS PER LITER TRANSPORTATION, FHWA. CURRENT EDITION. V) 9. ALL RADII INDICATE FACE OF CURB OR EDGE OF PAVEMENT, AS APPUCABLE.ALL (MG/L),AND IT SHALL BE INTRODUCED INTO THE MAIN THROUGH A TAP NO MORE THAN UJ DIMENSIONING IS WITH RESPECT TO FACE OF CURB. 18 INCHES FROM THE CONNECTION POINT TO THE EXISTING ST,IEll. THE DISINFECTION 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM OR SODIUM HYPOCHLORITE AND THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY(JOB O 10. ALL CUT EDGES SHALL BE SAND SEALED WITH CRS-1 OR CRS-2 EMULSIFIED ASPHALT WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH, POTABLE SPECIFIC)APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC Lij OR APPROVED EQUAL. WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA Z = SOLUTION IS OF THE SPECIFIED STRENGTH.TREATED (CHLORINATED) WATER SHALL BE WATER NOTES: RETAINED IN THE PIPEUNE LONG ENOUGH TO DESTROY ALL NON-SPORE-FORMING 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME, WITHOUT RAVING J BACTERIA. DURING THE CHLORINATION PROCESS, ALL VALVES AND ACCESSORIES SHALL BE FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS Q OPERATED.ALL PARTS OF THE UNES AND SERVICES SHALL BE DISINFECTED. TYPICAL RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO Ct Z 1. ALL JOINTS TO BE RESTRAINED. RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD,THE PIPEUNE AREA WIDE EMERGENCY SERVICES (TIGARD POUCE DEPT.,TUALATIN FIRE& RESCUE)AND W 0 IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. Z U 2. OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. AFTER SATISFACTORY DISINFECTION, FLUSH THE CHLORINATION WATER FROM THE UNE W UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTOR SHALL BE PROVIDED TO THE 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA BY ANYONE OTHER THAN BACTERIOLOGICALLY TO ME PERMANENT SOURCE OF SUPPLY.THE DISINFECTION WATER GENERAL MOTORING PUBUC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH 0 TGARD WATER PERSONNEL IS PROHIBITED. MUST BE DISPOSED OF IN MI APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY CONSTRUCTION WORK. 4. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED,APPROVED PLANS ON THE METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY THE CONSTRUCTOR SITE AT ALL TIMES. DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ).AFTER RUSHING AND DISPOSAL OF THE 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING DISINFECTION SOLUTION THERE WILL BE ANOTHER 24-HOUR PERIOD PRIOR TO NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK 5. ALL WORK SHALL BE IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION (AWWA) BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TEST SAMPLES WILL BE COLLECTED BY A STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. CI STANDARDS. TRAINED TIGARD WATER PERSONNEL WORKER. W CX PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFE TRAFFICRTE FOUNDRY. 6. CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION i" o0.4 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. ST. LOUIS, MO 63102.THE SAMPLING STATION SHALL BE 2-INCH - 0-INCH BURY, WITH OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. /A .a A 3/4-INCH MUM F IRON PIPE THREAD (FlPT) INLET,AND A 3/4-INCH UNTHREADED VI 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON. CEMENT UNED, OF NEW MANUFACTURE, HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, 7. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180,WORK IS PERMITTED BETWEEN C AND MADE IN THE UNITED STATES OF AMERICA(USA). PIPE SHALL BE TYTON'JOINT NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE -'- 6 DUCTILE IRON, CLASS 52. ALL FITTINGS SHED.BE MECHANICAL JOINT(MJ) UNLESS SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN ALL-BRASS CITY MANAGER. ppm VA < OTHERWISE SPECIFIED. WATERWAY.ALL WORKING PARTS WILL 8E OF BRASS AND BE REMOVABLE FROM ABOVE W C A- o GROUND WITH NO DIGGING.A COPPER VENT TUBE(STANDARD) WILL ENABLE THE B. HOURS OF CONSTRUCTOR WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED Cl) o < 8. COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36 SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE i AN INCHES. BACKFILL SHALL BE 3/4-NCH - 0-INCH GRAVEL D TO MINIMIZE BACTERIA GROWTH.THE EXTERIOR PIPING WILL BE BRASS,AND A PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:00 P.M. AND 9:00 A.M. 1/4-INCH BALL VALVE SHALL BE PROVIDED IN PLACE OF THE 1/4-INCH PET COCK ON UNLESS AUTHORIZED BY THE CITY ENGINEER. 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36 INCHES OF FINISHED GRADE, THE VENT PIPE. OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 9. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE(12) FEET; PEDESTRIAN TRAVEL SHALL 23. ALL WATER METERS CONNECTED TO AN IRRIGATION S15I EM MUST HAVE THE PROPER ALSO BE PROVIDED FOR. 10. THRUST BLOCKS MAY BE REQUIRED AT TEES, CROSSES, OR BENDS AND WILL BE OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DOUBLE CHECK SPECIFIED BY THE CRY PROJECT INSPECTOR OR ENGINEER. POURED CONCRETE THRUST VALVE ASSEMBLY(DCVA) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN 10. ME CITY RESERVES THE RIGHT TO ADO TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS (~_) BLOCKS WILL HAVE AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE AT EACH TEE, ADDMON, EVERY METER FOR COMMERCIAL, MULTI-FAMILY. INDUSTRIAL,AND INSTITUTONAL AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC W CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED SAFETY. W BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE > O 11. EVERY 2-INCH WATER SERVICE LOCATION TO BE MARKED,AND MARKER TO REMAIN IN OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY 11. TRAFFIC CONTROL TO BE PERFORMED IN ACCORDANCE WITH THE MANUAL FOR UNIFORM CC PLACE UNTIL THE WATER METER IS INSTALLED.ALL 2-INCH WATER SERVICES SHALL THE OWNER. WITH THE RESULTS FORWARDED TO THE TIGARD PUBLIC WORKS WATER TRAFFIC CONTROL DEVICES AND OREGON AMENDMENTS AS REQUIRED. THE CITY CAN I- 0 CONSIST OF AN MI X 2-INCH IPT TEE AND 2-INCH IPT X 110 COMPRESSION FITTING AS DMSION BEFORE WATER SERVICE CAN BEGIN. REQUIRE ADDITIONAL TRAFFIC CONTROL MEASURES AS NEEDED TO PROVIDE FOR PUBLIC LLW MANUFACTURED BY MUELLER COMPANY. SAFETY. Ce 12. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MI X 6-INCH FLANGE (FLG.)TEE, 6-INCH 24. ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER Q I- HYCC I-- FLG. X MJ GATE VALVE, 6-INCH MI X MJ HOLDING SPOOL AND A MODERN MUELLER OREGON STATE APPROVED BACKROW PREVENTION ONCE, MINIMUM OF A DOUBLE CHECK 12. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL PER THE CO N CENTURION FIRE HYDRANT,A-443, 6-INCH MJ, 5 1/4-INCH MVO, 3 PORT(2-2 VALVE ASSEMBLY(DCVA) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN SPECIFICATIONS 7 DAYS PRIOR TO STARTING CONSTRUCTION. I-- _1 Z T2W 1/2-INCH NST HOSE CONNECTION, 1-4 1/2-INCH NST PUMPER,) 1 1/2-NCH ADDITION, EVERY MEIER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL PENTAGON OPERATING NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED EQUAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED 13. ME CONTRACTOR SHALL COORDINATE ACCESS TO DRIVEWAYS WITH PROPERTY OWNERS. ' J W W WATERIOUS PACER 6790. CLOW MEDALLION. BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE ACCESS TO ROADWAY APPROACHES WHIN THE PROJECT OMITS SHALL BE MAINTAINED AT 0 .NE C") > OF THE METER.THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED MID TESTED BY ALL TIMES. TRAFFIC PLATES SHALL BE USED (AND SECURED IN A MANNER ACCEPTABLE 3 = O 13, EACH FIRE HYDRANT SHALL BE INSTATED UPON A PRE-FORMED CONCRETE BLOCK WITH THE OWNER, WITH THE RESULTS FORWARDED TO THE TIGARD PUBUC WORKS WATER BY THE AGENCY)ACROSS ALL TRENCHES BLOCKING DRIVEWAYS TO PROVIDE ACCESS AT >,-- �' 1 1/2 CUBIC YARDS OF CRUSHED 2-INCH - 3/4-INCH DRAIN ROCK. GEOTEXTILE DIVISION BEFORE WATER SERVICE CAN BEGIN. ALL TIMES. AT NO TIME SHALL CONTRACTORS DETAIN OR DELAY EMERGENCY VEHICLES. H ?� W FABRIC WILL BE LAM)ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE C.1 C) I- - EARTH COVER. 14. CONTRACTOR SHALL COORDINATE ACCESS FOR SERVICES INCLUDING, BUT NOT LIMITED TO, - 14. ALL SANITARY SEWER UNES WITHIN 10 FEET LITERALLY OR 3 FEET VERTICALLY OF A STORM AND SANITARY SEWER: MAIL NSPORAno SERVICES PICKUP, THATSCHOOL WITHINMEPROTECTAREA TIMERSPECIAL a 1:::)WATER MAIN SHALL BE INCASED IN A REINFORCED CONCRETE JACKET 6 INCHES THICK NO. FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS 1. ALL STORM AND SANITARY SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM 15. EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION SIGNING ARE TO BE COVERED OR d ARE NECESSARY,THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST TO THE APPUCABLE SECTIONS OF THE CITY ENGINEERING DESIGN MANUAL&CWS DESIGN REMOVED AND REINSTALLED AFTER CONSTRUCTION. 18 INCHES OF SEPARATION BELOW THE WATER UNE. AND CONSTRUCTION STANDARDS. V 16. GRADE CHANGES WITHIN THE TRAVELED LANE OR A VERTICAL CHANGE OF MORE THAN 1' EX ---I 15. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK SPECIFIED HEREIN TO MAINTAIN 2. ALL STORM DRAIN LATERALS SHALL BE WHITE AND ALL SANITARY SEWER PIPES SHALL BE WILL REQUIRE TEMPORARY HMAC RAMP WITH PAPER OR SAND JOINTS AS NEEDED. CONTINUOUS WATER SERVICE TO EXISTING WATER USERS.WHERE IT IS NECESSARY TO GREEN. SHUT DOWN SERVICE TO MAKE REQUIRED INTERTES,THE CONTRACTOR SHALL NOTIFY ME 17. CONTRACTOR SHALL PROVIDE SAFE, STABLE.AND ACCESSIBLE ACCESS TO NJ.DRIVEWAY CITY PROJECT INSPECTOR AT LEAST FIVE WORKING DAYS PRIOR TO A PLANNED WATER 3. ALL SERVICE LATERALS TO BE CONSTRUCTED AT A MINIMUM SLOPE OF ONE-QUARTER MID PEDESTRIAN PATHS CONNECTING TO FRONT DOORS AT ALL TIMES. TEMPORARY DRAWING NO: SERVICE SHUT DOWN TO ALLOW THE OWNER TO NOTIFY USERS OF ME UPCOMING INCH PER LINEAR FOOT UNLESS OTHERWISE SHOWN ON PLANS OR APPROVED BY THE INTERRUPTIONS IN ACCESS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE TEMPORARY SUSPENSION OF WATER SERVICE. CITY BUILDING DMSLON. PROPERTY OWNER/RENTER AS REQUIRED. 16. PRIOR TO ANY CUT-IN OR CONNECTION.THE CONTRACTOR SHALL HOLD AN ONSRE 4. ALL EXISTING STORM SYSTEMS SHALL BE CLEANED AND FLUSHED AND ORIGINAL DRAINAGE 18. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBIUEY OF THE (tJ' PRE-CONSTRUCTION MEETING WHERE THE CUT-IN SCHEDULE AND COORDINATION WILL BE RESTORED. SEDIMENT, ROCK AND OTHER DEBRIS SHALL BE COLLECTED AND DISPOSED PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A DISCUSSED.THOSE TO ATTEND SHALL INCLUDE THE ONSRE FOREMAN, CITY PROJECT OF IN A PROPER MANNER, IN NO CASE SHALL DEBRIS BE FLUSHED DOWN A STORM OR CLEAN CONDITION. FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT 3 OF 4] 3 4 0 ¢ 4 6PE / B' PUE 58 RAY k i 1�=ro- ° ' Rm . 23' R/W ' FENCE I CONSTRUCT SIDEWALK AND STORNI •'y-nm WATER PLANTER OR SIDEWALK AND �{ I I EXPIRES:12/31/21 I f— LANDSCAPING PER PLAN. SEE / 6' BIKE LANE / 11'TRAVEL LANE / 11' TRAVEL LANE / 6' BIKE LANE / 5.5' 1.5'/- SECTIONS THIS SHEET, FOR DETAILS. SHOULDER F EXISTING i I �l i FENCE 1.S'f i o I 1 aU`6' 1 6. / 6' SIDEWALK 5 TYP .5' PLANTER / x m j VARIES I VARIES 6' I` - I i i RETAINING WALL -/' " 6' 6'CURB (TYP)-f (-2%TO +21) (-2x TO +2� �::.: I PER PLAN 6 TYP-AY.L'sc- )J.RW'A. :y,L'*ifY�•' M+'F' i.tP CRT r ING WALL O �yy 1T .nws•c..t.csewGlC�C:lrIP'.rb ut1,YJ,e•C- .e•e^s fiSN,' � a� X4 Y1 ' e] �`- , Y .�.r...: G: �. oA�• +4•Riu'-. _ �;. . '.`..Xn-'.'F% PERRETNNPIAN H'g g!! 6'or 3/4'- 0'AGGREGATE ' -SEECDON 7H�5 SHEET ROADW RESTORATION i `! BASE COMPACTED TO 95X PER - 0 MSHTO T-99, TYP �f— o -6'OF TOPSOIL i b. fi P SW TECH CENTER DRIVE SECTION INSTALL STANDARD OF CURB AND GUTTER 5' / SM. DWGM� STA 41+94.39 TO STA 44+00.49 N PER CRY OF SHEET D1 NTS Z0 TIGARO DWG 128, I- sNTfr 01 $Scy4r; �5 W ."mid c 1;o N 12'TOPSOIL I ,' VARIES (SEE PLANS) II ,{' VARIES (SEE PLANS) .r' U / 6' BIKE LURE I 11'TRAWL LANE I.}' 1I'TRAWL LANE / 6'BIKE LANE / 5.5'SIDEWALK / SIDEWALK AND LANDSCAPE SECTION* PITS 3'J �p 'MIRROR SECTOR AS REQUIRED I 1Kit y I� I� l`'1 -,2,rc,..,,_ 6'.T�T/-6'CURB (TYP) VARIES VARIES 6'CURB(TYP)�,g- 6'�.r-'L� PROPOSED �a W... I '' (-2x TO 42x) (-2%TO +27.) .2; o R INSTAL MCDIFlm CONCRETE I �� RETAINING WALL �r:.xrsn ..s r:eusw.<1.:avzwe. n,No<-wc-w..twr,;:'1=a 14.4f<1<<a r?„, xax-w,::s.snaa.c,.ar•::, .sa ss. •.•.:w:,r. F•. -..... •) 6' SIDEWALK I °' "� f z *:CY" "G• ^'f t .•n. • ,q^'r�,,1P__�Yp;� i-•v]ti F. /Ad•C. F!a'?i•-7 a . �• CURB. SEE DETAIL SHEET D1 OR SLOPES As 't.`` �s a,.J IA* 1 y X '/� 6'-'f CRY TIGARD "I SHOWN ON PLANS riftvev �xa' "4.4.,::t t « �.g:f r.t..i '' ,i?. a'4 i ..N"4' '1.9 wg*I3N.R,Rxu& Wff.Srr.�3�c.... a461LO`..4aer'''hAIV�'.. I , c INSTALL STREET SIDE U H I ',aa0,1;;X:,<A,,,r,'aro" �_ STD. DWG 120 FLAMER. SEE DETAIL, SHEEP 05 �?a4'a° I 5 g INSTALL it THICKENED CURB AND SEE ROADWAY RESTORATION Crip GUTTER. SEE DETAIL, SKEET DI SECTION THIS SHEET = ,,, a * d � �; SW TECH CENTER DRIVE SECTION I STA 44+00.49 TO STA 44+91.613 U 3 SIDEWALK AND STORM WATER PLANTER SECTION* 4JLAJ a NTS > O R • MIRROR SECTION AS REQUIRED r. s O W 0 R 4'OF 3/4' - 0'AGGREGATE BASE 25' R/W Jr Q 12'OF 3/4' - 0'AGGREGATE COMPACTED TO 95% PER MSHTO T-99 I (.7 N W BASE COMPACTED TO 95% PER 2' LEVEL 2. 1/2' z' LEVEL 2, 1/2' 5SfORMWATER ~ Z MSHTO T-99 DENSE ACP DENSE ACP 6' BIKE LANE 11' TRAVEL LANE EXISTINGJ W W 5'LEVEL 2, 1/2' I AREA PER PLAINS IU GROUND 0 < V yy* 6'OF LEVEL 2 ASPHALT DENSE ACP 5'LEVEL 2, 1/2' IXISTINC € CONCRETE PAVEMENT(PLACED �" DENSE ACP GROUND - I 6'CURB (TYP) VARIES s �' U =' € IN TM LIFTS) (-2.75�O +7x) I- (�/I FW- -w i -- �� . 'J £ ._Y ; ',, J ,. .° MIN 1 L L L L L.-. ge..r. nuua o� `l v: v .9 m € i _i eke -. �' Khe4 ` 14'OF 11/2 - 0' 12' DEPTH CEMENT g APE COMPACTED �AGGRETE BASE COMPACTED M 95% PER AASHTOT 99 WCNEN G OE TEITILE MEWEDOED - SAY RESTORATION PER MSHTOO 1 99 SHEET a COMPACTED SUBGRADE TO 95x PER MSHTO T-99. ELY TO BE ENCOUNITERED SATURATED OF EXCAVATION, CONTACTOR RESPONSIBLE DRAWING NO: . FOR MOISTURE CONDITIONING AS REQUIRED TO MEET COMPACTION REQUIREMENTS. SEE GEOIECHNICAL I PRIVATE PARKING/DRIVEWAY REPORT FCC ADDmOH*/DETAILS. CEMENT TREATED BASE SW TECH CENTER DRIVE SECTION C 4 0 RESTORATION SECTION ROADWAY RESTORATION SECTION ALTERNATIVE PAVEMENT SECTION STA 44+91.68 10 END NTS NTS NTS NTS 4 OF 47 6 • ....\„4FRQN.:.. "It .7 . \ REID TRUST IMPROVEMENTS I 1 —- 0 20 40 y lFm i- `{ I I I 'EXPIRES:12/301 . 1 I SCALE IN FEET III I �� it 1111 I x I 1 _ o ��T'e'� y i I I }\ j O- �s \ I I I i 1I 1-3 U \ I I 1` I I y1gg'' o I I \ \ I I _ I S i I \ I I �— I 1 Il A �� 8'EASEMENT 1 IL-1---- 4IKE*\I Z'b{/,.•�.� \\r 1 • ¢ csi �I 1 j`" `� \ j I 1— I : Zzs A 1 1 ii II�� I \ \ I I I o W \\ 1\1\ \ I / I ip 1 Z o z k ,. .. We IRON ROD `N\,\N \ \� + \ \ — 1 .. ,. ... �`- - L•. 11 \ Z cT \` �\\ \\� \\ . „ . M , /x _ r ,-- +�2 I I I I I I 2Y5S IL. 1 111 I I — O `\\\ \\ �ry i i s. / 1 /�--_-_ A V- i • 1 III 1 I 55 W Z �` �V / ., 1/ I I 1 111 O \ \`` co \ 0 /HI + A\\\\\\ 1 1\ / // N. • IE 10'INS 151.83- �� - - _ • I 1 1 \. \ Zw �'�,\\��•/ / / EtY OUi SE 151.81 �A, • • Y 1111 11 +\ \�� \\`‘ /� , I\ ', PoY 161.37 STM MH' I I \ �� \\� / RIM 155.18 RIM 170.08 I U) \ -4 \,, \ i ! I \ +6b o n IE 24'IN E 165.73 to o (I \ >� IE 12'IN NW. 151.78 i I I m I c� \� \ ! - o E 12'IN S.166.68 I J \ ��\ \ \ _ ,- / 1 --�-___I m _ IE 12' IN N. 151.70 -rt� __ { I ^� - 'L i oN + SAN W �i / / eh \ m\-a \ "�'!E��• IE 24' IN E. 151.61 If -� IE 24'IN N 161.75 1 / �'_> o \ \ \ RI1154.36 / / 1 ��h\-_- ___ -4. a___IE 24"OUT SW. 151.56� 41° i � IE 24'OUT W 181.86 1 I 11 I\ I y ET).., a IE 12'N E 1483!1 / / Ii 1 �� _ d� - 1„E- I 1 II .m r- + 11Y I1 2' SW. 145.23 i / , I __ -155- / T --- ._ ,W -RI3 I ' `� �' o \ `.�� ,_ �//' !I -___ -____ —� � �` RIM 159.08 \ 1 {� • 55 U + �, \�� i / / • �� ? --ORD -__ IE 24"N E 153.57 1, \ `'� CtS m \ \� / IE 24'OUT W. 153.39�\O a _ — / is \ il \ •vim '_ c - . .__oHP : \ �A a �.. P. -1 , \ _'s ® —24" 50 24• SD ! - --t/7 so 24 SD C) 8' SS hillIVI) a- sa r. ` \ 'S_ SW TECH C ' e 55 55 B , / 8.. N s5 z•• w E+AlTER DR 4� , - i NI: ..4 mn �.. bnP G..,....„:"*-1 14`� T \z., w \\ Ik\ ,11 \` I z w W — o \ \ % W P �D 4�_ .� ,� Tom. _.. • a O W CI in • `� \+ 7a�i�"� .so I jYC --','-‘1. �'' - --" Cal ~ W Z J W �\ / EtU OUT 151.70 ___ SAN MN SAN MH \I O 3 U \ RIM 158.58 O J/ Q - _IE 8'IN N. 147.89 IE 10'IN E. 163.43 H U E3_ IE 10'IN E. 147.62 IE 10'IN N. 163.43 3 LI'I — \ EXISTING STORM EASEYFNT IE 1Y OUT W. 147.44' E 10'OUT W. 163.07 U N ~ — \ \ 7550 SW TECH CENTER DR I i - Q'' CC o d NE `• \ • 0 PLAN DRAWING NO: C5 5 OF 47 ,A6N .lik DI E ,: , i awl 11 1 1 1 16• iritt I —�, 1 I 1 1 uAPLE 0 20 40 `/-(/Ta \\ lu I '�.11, 25 DL11=1. 1.L I EXPIRES:12/31/21 ' \ 1 � Srm F DJ FEET I \ 1 4 1 WWI.. CEDAR I 1 0 0 ryWI.. CLUSTER 20' c 118. 1 1 Z y� ►►,'illr• L CEDAR "1 CLUSTER 15' 25 0. 11 DL U \ \ 'I � I C 1 1 /V m j \ ' n i 1 1" 15-NAPIf 7. I , 2 /i 11.`I , , \ \ 1r 1 9 I yiE 1 , 1I I' I\ , \ 1 Pm r g y OEM \ 11 l 1 1 DL 12 u al 250L ;,1� �\ 1 1 A \ 20' P _• - ECU di 19• 16• 10• TV 22 19• 16• 1\ \I I ` `�J , 2-4•,8•,14',16• ;i II 1 �1 W ` 1 / I %V` CEDAR 20' e i OCX. DINID. DEW. DEW. OEm. MARE lyllE \ ��rif c; ,��' \ \'��-�4-4•.7-e•.B• tN 25'Et 25 DI 30'Et 35 DL 35 OL 25 Et 20'O. 1 \\ a • !, p ff,� c ~\ i CEDAR 15' i tN SAN UN 5111 NH E 12'IN N. 181115111,1 '�RN 192.65 YII \ ' �'• ,�jY�—‘� RIM 207.01 IE 24'NE187.B5 \ �� 1 \ O ��I IE 24.OUT W.187. v v `I v \ _ J l II�� , 1 A\ A E 8•N N. 198.87 \ \\ C-..) ®� \ /i \ \\ \ \\ IE 8•OUT SE 19847 1 - DECD. ` A -0-- 4 I.� o `v I � I51© -` A V A\\vv 25'DI- Z Z za'eu - i�IL',7l . .�. , / /� _. .�•:IR. s J a 1 „1 ram 204.28 (/i I- c I -�►� �'1 D •�SU .� 24 5. 1 cA� q 1 \ ! ` E8'INE201.58 x � —i 1I 1 e \ \ o / � \ \ I E 12'OUT W. 201.08 W Z — 'R \\ . i k\h\ >a\� ,-15 - O `� \ , v- v . — ' — =� _ '� s '\• \ OECD. 20'DI `• \ ` E x,•w M. twee ,7. to r \ �_ --...'� . c E 1raN E. 20' - .a�'o�' Z WOL r ._---._ram�....� . 4d!...� . E 24_ M. 19933� 1 ' 'i '� OEm. '�„��a` '\\ \\ o _ " k o Air. / . \\ \ s' �� orm MET < �' 1 - _V A •s- O N RIM 197.41 \ i, - '=tip 7 .. . 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''\ � W CC �\ b-I CI \\ `�' W 1 \ \ \\ DECO. \" `..-A \ �� U' N Z • PLAN 13W41 U to I- - s 081 on C4 d DRAWING NO: C6 6 of 47 coN Fd FURTHER IxrpvAnDN FUR FURTHER IKUMAMRI TRAWL OND 68CMYI ENTRANCE FOR FURTHER IKCPYALI[N d EE94M lN1fIC DIE .40 F'i` SEE CRAMX</65S A , d DESIGN ORTBUA AM OTAPTER 4 OF=AA WATER - SE VICESDENG OSONA EvEE CHAPTER 4 or¢EAR INATEPREVENTION ' i' - SERVN£S ERDSIVI PREVENTION /'' CHAPTER f Of MEAN RATER SLpyw(5 Egpgpl PREN11MN1 V 1 I( AND SEDMENT CCHTRoc .all // seC,l° 11`• SEANCES MO o .mAN A AHD YpLwRT CMM0. `1 . P' .• AND SEMIEXI CgI1ACl q,µMN<AND CESNM YIMIK. 1';�I'�'��`I I� a SETAT BFD 0.ANIN6 ME R9fA MANUAL. �Ll LF'3 te PLANNING AND ow.YANDAL I f 1 WEGETATMN G evN' IG61' DA IryY YwRa110Mi ss saPc `�-�710 ��I1 �� EXPIRES 12/31/ �I� �\ _ A�� II IL "'i // 1 )1�� I1.. "•. / TEA,' T b .i A..' 47--,_ \A'1' ON 1 /�l_ / / AAmus-xs'YK -..�.•. sDEwwc aswgtt '. aF SFAYs. ' l SEE NDTE 5 Fd APPRaN£D ROOtae ,, `'t m U AN SEE RIDE No.] �/q �.1I 11! EN/GRADE REINFORCEMENT wr' iY�// /ii r?irp 7/N''?!?y?I �///iFilii/4i'<i/?ie?/''" CO ix -, .IIg /� eeellAyNtI NeAQ'?etLVee?p a?/e?e eeie a?e/4i e4i a?e e% 10.h.aatilti .6dE®8 %� ccOTEZTAE,s REwlwEn 'fe��/4 ?i//i?e9 ft�j¢�4?epjiiye/iAri� %:Uih :?eiF�:9 i8 '� acnvERcunanra+TO a THEME FMNmws <EPM i//�...'�..?i�e .Ai..•n.�.•Au.ei:% wsrAu gRIYENr<aHma !,iee41 ?/•'�A'�etAi� ?�elFj4 ee pee/ MEASURES AL THE NNER AM EXTEND e'wry ALDNG PRaEnTr LONE z O V a. TRAWL Cd6TRVCIICN con ASPNKT ROADWAY N ENTRANCE FURS RAWLa •. '�I f ,� PLAN VIEW �So v KY NT I`.. �, 1 YY�E EXISTING GROOM W `_ g R Yid z V / DIpsrvflBEO �-- II 11 iLu if +L '�' iA uECETAna %/`�/��/%//�//�O�yJ//�/\\!/\/O/� 17 c ra-,^sv '•.�`- I'Nos wwM o g ,=11 IIIIIHJL11=H IIIITIII II II II II B li—N B R. R. II II N—II-II II R 11-11-n-V 1 1-'---:-..1,14..� T////iy/yy//y/i////t `. - oII 11-11 II,,,II, II,11-11�IIIIIJLIIIIILIAIIIIII ILIA I IInR11.I II II�IIL11111111 N11: .11=8 • I TEPCEPid //\/O/\/O/\/\\Oavy�y\\y\\y • A_, 7241 Hue eu REED Noes o La S� 1��Im�I� I J/„44, .0-• :•iv: '/� 4'MIL DEPTH 7 .N Z o i T 1 / T •`�.. ASP L � t * m1' ;4 ur v. poi Utz PLASTIC SHEETING I •T u ASt fi"`r_A \//` \/ — UEE DOZER TRACKS TD CREATE ISDOLES 1 ME ENTRANCE SHALL BE MAINTAINED IN A Ca+D,nON THAT CULL PREVENT TRACKING d FLOWING • "� PFAPDIp OTLM TD SLOPE i p �41`-461 �� .� i OE 5EpYENT ONTO PUBLIC RIGHT OE-WAYS THIS MAY RESUME TOP DRESSING REPAIR AND/OR %\� / i J N ♦ CLEAN OUT OF ANY MEASURES USED TO TRAP SEINYENT. \A� X'�.- O W \� 2. AMEN NECESSARY,WHEELS SHALL BE CLEDON PRIOR TO ENTRANCE ONTO PUBLIC SOF-WAY. —I ]. *HEN WASHING IS REWIRED,IT SHALL RE DONE ON DIN AREA STABILIZED WIN CRUSHED STONE SIOEMMR SJBoRADE IX ''_ �;I'�_ T LATER 6 APPROVED SUBBASE I— Q NINES THAT DRAINS INTO 4N APPROVED SEDIMENTLADEN TRAP OR SEDIMENT THE \�'e G,%.* 1. ENURE RUNOFF, R MEASURES SEDIMENT PL WATER IS LEAVING SITEFF NA'HE C APPROVED N ROOT MUST 6E N'1'i'MiED' Z I— I. MINIMUM It OVERLAP OF ALL SEAMS REWIRED. � ENTRANCE,OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF MRd1CM AN APPROVED 2. PERIMETER SEDIMENT CONTROL BMP TO BE INSTALLED A MIINIMUM OF 3'FROM TOE OF �A ♦ 5 FILOISTTERING SYSTEM_ PROFILE 00/� Q STOCKPILE. fI F FAMES _ V 3. ROPES SITS A NMUY TO'GRID SPACING IN ALL DIRECTIONS. '�♦ L'- d DESIGN CWIEWA SEE 4. PLASTIC TO EXTEND MINIMUM I.BEYOND TOE OF SLOPE. , COMMERCIAL/SITE DEVELOPMENT TM DESI 1 01 CLEAN w N1TT1 W 5. AS APPROPRIATE,SAPS SHALL 9E'x STA1I Err TO CONVEY WATER DISCHARGE FROM I 50'LONG BY 20''MOM 3-6'CLEAN ROCK,GOVERNING AUMIXVItt MAY REQUIRE CE01EXn1E SOEWALK SUBFFADE CAN BE USED FOR ALL CONSTRUCDW SERNGEs EROYDN PREVENTION Z DEED STOCKPILE AREAS. FABRIC TO PREVENT<U9-SOIL DUMPING. 7rT1NnF5. A SEDIMENT PLANNING E O ANNINL AND EAd MANUt,. _ ,^ to WV I �' SURFACE ROUGHENING O t— PLASTIC SHEETING C1eanWater�``Services CAT TRACKING CONSTRUCTION ENTRANCE SIDEWALK SUBGRADE C1eanWater Services Ex Z CleanWater Services W Z DRAWING NO. 810 REVSED I0-31-'3 DRAWING NO. 830 REVISED 10-SI-'' DRAWING NO. 855 REVISED 1U-1,-IJ DRAWING NO. 895 REMSEG' WEL_ r W/USY IUU1Y WDRR NI SHORT D W/�M 1. WASHOUT DFACTURES RO SHALL BE EASENG LRtADE -- C < N 0 PHASING OF DEYELOPYEM _ 1'NEBAR FOR RAG REUOYAL _� O MAINTAINED TO PROVIDE ADEQUATE MOLDING D OF 12 WIN A MINIMUM ]'BY 3'MIN Al -{-- A] FREEBOARD OF 12 INCXEs YIY I'Wr I Aram BOTTOM DF CATOI BASED CRATE ,w W -t 2. WASHOUT OR NEW MUST BE CURTAINT TO l0I<F ONO. FLOW .69 III - F T'lIli II IIII 1 4 8 MEN v+ CD Z B CLEANED, U NEW FACILITIESREAD MUST OR CONCRETE �._ Yte I ••• �� e) " BE CONSTRUCTED AHD READY FOR 1=111111=IHIN�IINII�IU II IMNNI co00 GR CG HR INLET. USE ONCE ME WASHOUT Is 75% O < RILL J IF ME WASHOUT IS NEARING A I II %n 1' A A E a LM u � IIIIIIIIIIIIIIIIIIIIIIIIIIII_III C W m I® I J1RA- e� ^` CAPACITY.VACUUM AND DISPOSE { r `k CATCH BAN �I w��IW��I a�I•��I W OF 11E WASTE MATERIAL N AN I�i�-.. .L•L • F}q,�w •• - •100110�w;,�I�4.01w,;,�` 3F/C E APPROVED TRAINER I I .N A •O•.. . 1 .� • �{w,{R�"�a�{w,��/ EIDAN90N RESTRAINT E 4. TEMPORARY CONCRETE WASHOUT 1- �e �DRI♦ • i�I�,{wI�,N` FAOLIDES SMALL BE LOCATED A Mill IS • tlISTKL WA1K110111 AREA DRAIN 4�I�I.E�O�..♦, AREAS I OF 50 R FROM SEN AGES '_ 1-O `�I `Eke� t�DO`N�AW�Bi AREAS ES A D W TERN CRANAGR UR! e' 1 rI-`� FAaunfs AND WATER sWRSEs. IIIII II III - - sr am yI�.4;74 ° y4�R4N a U n CONCRETE O S TRU FAaunfs alll IIIII-III II IIIII IIII= • R .Aj� W MM NT N CONSTRUCTED AND 1 - CATCH BASIN ..1I' STORM PIPE .A tl W O DVANOT ED IN SIZE TO C FLOW .4 WANntt AND 512E TO CONTAIN + 9 BY 9'YIN TO �- - ALL LIMPID AND CONCRETE WASTE CONTAIN CONCRETE RADIUS-25'YIN. - U'I.:�:: " GENERATED BY WASHOUTCe OPERAIN]N5. -A.. d W 0 O_ • i 8. INSTALL CONCRETE WASHOUT SOI PLAN WHEAT sMAE RYF _OM °{ WITHIN JO FEET 6 TEMPORARY GRA55 51Mw.MCpWT • woo eon. �.--.. 1 CONCRETE WASHOUT FACILITY. d Eaat90R wATTIES R I ACE W ]. TEMPORARY OEFABRI E WASRWIS 0 -...-_ :: 0 • CD N ~ iii COY HU A C ISSIPORT PERSPECTIVE VIEW SHOWING WATTLE "lion'— A N • 4 < I- Z CONTAINER THAT PORTABLE MIT " TDI- REUSABLE. ALONG GUTTER AT CURB INLET •1'B'I'I' - m J V W EXCAVATED MATERIAL 3•-6•ROOT WITH A .Ti. , • F1L1ER SACK I. Q > MAY BE USED FOR MINIMUM B'DEPTH ' •:-° S�•'' DITCH INLET PLAN VIEW '-•'''' 3 = 1'MIN //� PERIMETER BERM 6'Pver,oP of page. 0_ I� / �x a � ,DITCH ,INLET CATCH BASIN INSERT 1- N FW- 1'YIN -• /. .c Nam: j- 1 ____' 11' 2'MH I. 501 .RATTLE USE S BEETCAnax Is d LATE AND A BINS INLETS = A 2. INSTALL WATRE Kd6 wtCr MIX wATRE EXIFHOMG A MIN CF]e'DEYpN wl£i CPEMMG6 N EACH �/ \ dECPd. NOTES; Li u ]. RATTLE uuST BE IAINST CU TIGHTLY AGAINST MRR.NAY REWIRE WATIEG LT MEALJRE5 TD ENSURE WATT , AOpiKNAM MEASLWES MUST BE CONSIDERED DEPENDING ON SOIL EIDSIN.GRIM REMAINS PLAIT AGAINST CURB.SIGH As uSUND IV IEs TO SECURE RATTLE TG INLETS TRASH BAPS ore TYPES. �: 3'BY]'MIN TO.. USING SANDBAGS ro MERA.r7 DOWN NAME. 1QT FOR FURTHER INFRiHAN[r: CONTAIN CONCRETE 1. REPLACE NAME AS NECESSARY TO PREVENT SEDWENT FRO.EN,EiTNG THE$1VM SYSTEM. Z. IRO-FILTER BAGS SHOULD BE STAKED MICRE APPLICABLE FOR FURTHER INFORMATION RECESSED CURB INLET CATCH BANNS ON DESIGN CRITERIA SEE J /SING(2) I7A2•R000EN STAKES OR APPROVED EWK PER BAG. UN DESIGN CRITERIA SEE MUST BE BLOCKED MIEN USING FILTER CHAPTER 4 Or CLEAN MP.E'v CHAPTER 4 OF CLEAN MATER FABRIC INLET SACKS.SZE OF FILTER SERVICES EROSION PREVEE'- /� A� I WHEN USING Sr DO-BAGS rG PROTECT A CATCH BASIN YOU SERVICES EROSION PREVEHTIL', FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL I"' SECTION A-A RHEN %-PI A.0 AND SEDIMENT NTROL UT N4N/FACNRER PLANNING AND DESIGN NA'. PLANNING AND DESIGN MANUAL. DRAWING NO: CONCRETE WASHOUT CURB AND GUTTER INLET PROTECTION INLET PROTECTION C1eanWateServices INLET PROTECTION CleanWater Services TYPE 4 C 1aflWCr Services TYPE 5 CleanWaterirServices C7 DRAWING NO. 900 REVISED 10-11-T9 DRAWING NO. OCT SENSED TO-31-TA -','+G NO. 915 .,,I,,YBGG NO. 920 7 OF 47 ND fi: L WHEN RNNfALL AND RUNOFF OCCURS,ApgWLEDGFABLEµDFXPEMENCEO PERSON IN THE MINOPM.PRACTICES. Bdt*ULATIOlI,µ0 MNNRNANCE OF EROSION MID SEDIEAEM CONTROLS WHO WMWSFON THE PERMIREE MUST PROW DE DULY FrIMPECIN)M OF TREE EROSION µD SEO MENT CONTROLS AND CASOIARGEOUTPNLS. 2. CONMAY RIT EACHSEAR. MUST AW)IOdI MINIMIZE IXGVATIONANp[RFAETON OF BARE GROUND FROM CCTCQFRI THROUGH ::::, WY315T FACfIVEM. M A/'s'/3. DURINGWET WEATHER PERIOD,TEMPORARYST,WUZATON OF THE SITE MIST OCCUR ATTHEEND OF EACH WORK DAY. �IY•SO 6. ¢DMENTCONTROLS MUST RE INSTALLEDµD MAINTAIED OHALLDOWN GRADENTS/05Of THE RN6TRUCTION SITE AT ALL IER XOIE B) II TIMESWNXGCON TRIXIICN.1XEY MUST RFAWNIN R ACT UNTLPERM.WENTVf(:ETADON OR TITHER PfMNNENTCOVERING OfRES:1T/JI/TI BIQOSEO SOIL X ESTARISXUD. S. ALLKME INLETS MUSTHAVE¢gMEN CONTROLS INSTALMAND MAINTAINED ATNLTMES WRING CONSTRUCTION. NONE ¢.MEENT MG (TIP) 6 W.NIfIGM ALg11NR Of 5EgMEMTMTLEAWS ME SITE MIST BF GLEANED DP WITHIN 2CMWRSAND PLA(FO BACK ON THE ARA'dq1 AG < NRµCSTABIUIFD OR PROPERLY DISPOSED.THE CAUSE Of THE SEDIMENT RELEASE MUSTER FOUND AIR PREVENTED FROM e r .AIUT gIIM CAUSING A RECURRENCE Of THE ONOIMGE WITHIN THE SAME N TOURS Aµ IN-STREAM CLEAN UPOF SEDIMENT SHALL BE :'�'�.�' -�,', O PREFORMEDDIMENTACC NOTING TO MEOgFGIXI ASHED NTOR ST STATE LANDS gEOUMEODMFFgAME. •�, �, �, T. SEDIMENT MUST NOT OE INTENTIONALLY WASHED INTO STORMSEWERL MANAGE WAYS. WATER BODIES. ;I`I,�;Ie,�;I`�. DOOMIICE HOSE INTAKE NO¢ -a Y B.SEDIMENT MUST BE REMOVED EROMNWND NLSEUIMEM CONTROL MEASURES WHENCE HAS RfACNFDA MIGHTOE 1/3-RD ME ,,4.,4,;,4,;44` , ..... 0 BARRIER HEIGHT µDPRpR ttIIHE CONTROL MEASURES REMOVAL ,,�'�,�,�,�,, �P 9.CLEANING OfMjSTRUCNRE5WITHSURAPMUSTOCCUR WHEN T E SEDIMENT RETENTION CAPACITY RASBEENREWCEDBORN eI "- ��.—_ C. m µDAT COMPLETION OF PROJECT. �, Q Doi ��i•-lre AI. i IQ A USE OF TOXIC OTHER HAZARDOUS MATFRIN MI S ST INCLUDE PROPER STORAGE M YM.µ PLICATD DISPOSAL na, ,• .. i M OR IL ME POTAIII E MUST PROPERLY MANAGE HAZARDOUS WASTES.USED OILS.CONTAMINATED SOLO CONCRETE WASTE SANITARY WASTE.00.110 WASTE.M DTNER TOXIC SUBSTANCES dXWEREOOR GENERATED DURING CONSTRUCTION .. HOSE WQi(IM) 12.THE APPLICATION 111E OF FERTLIZFRS USEDTO REESTABLISH YISLTATON F.STFWOW MµUM,CTURERSRECOMMNOLDONS. NUTBENT gFLFASFSFROM EVITILOERSTO SURFACE WATERS MUSE BE MINIMIZED.TIME RELEASE FERTLIZFRSSHOULO BEURO AND PI AN VIEW CARE DISCOID BE MADE IN APPUCATTN Of FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. 13.OWNER OR DESIMNATFO PERSON SMOBN RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE Of ALL EROSION AND SEDIMENT CONTROL MEASURES.IN ACCORDANCE CORN CURRENT MAN WATER¢RVICESSTANWRDE AND STAR.µIX FEDERAL REGULATIONS. u S, 14 PRIORIOR TO TO ANY QUID DISTURBING ACTMTELTXE BOVNOMIESORRISE CLEARING UMNTLYEGFTATEDWEERS,µIX ANT'I10EISSENSITIVE AREAS SHOWN ON THIS PINEBS.LLLBE ACNE DELIMAMINTHE FIELD.UNLESS OTHER WISE APPROVFO.ND45TMBNNES PERMITT.DN OTEONOTNE REARING OAR.THE OWNEATED WInE O MUST MNMNN TEE DELINEATION FM THE DURATION M ME PROJECT.NOTE.,WGETAIEDCMRIDORSTO BE DELINEATED WITH ORANGE CONSTRUCTION TENCE M AWNYVEO EWN. CE IS.ICBM TO MO LAM OSTABINGACINIEIEL THE IMPS THAT MUST BE INSTNIED ME GRAVEL CONSTRUCTION ENIMNCO. l.'F£ PERIMETER SEDIMENT CONTRA,µ01MET PROTECTION.THESE BAPS MUST BE MNNTMMD FORTHE DONATION OF THE PROECT ' ME SEEDIIMI BAG SHALL B MNNFACTM£D Om A POLYPRCPTLENE B 02.NW-ROYEN Gf=TEMP E SEEN NATO A BAG ITT DI OWaC NEEDLE.LUNG A NI015THEMGd THREAD.16.IF VEGETATIVE SEED MIXES ME SPECIHEO.SEEDING MUST TAKE PIACf NO LATER THAN SEPIEMNRIST;THEWKS TEA PEIIRMAGEI OF¢ED IN ME MIX ARE MDEN W1IS 51 IMIEOORB IREP50R ASYfORFO ryIHF DESIGN EHGIME0. EACHSTANDARD SEDIMENT BAG RUST RAVE A FILL SPEW LARGE EHWOH i0 RCCp1YCOAEE A A'gXHARR HOSE.SlRNS SR13.WATRKd TR TRUCKS MUST BF USFOTI TRNSPORT SATURATED SOILS FROM ME CONSTRUCIpN OR.µ APPROVED EQUIVALENT RE ATTACHED TO¢.PORE ME HOSE AM PREKxT 0.NVEp WATER iRp1 CSOANXG NM]VT BEM FILTERED. S TO ORION THE SOIL ONSIDE ITS OESIGNNTEO LOCATION WINO APPROPRIATE IMPS;Soil MUST BE DRAINED SUFFICIENTLY FOR I IRE SEDIMENT BAD SISNL MEET R EXCEED OVERALL BAG REYOVN ERIOENCY RATE OF 9T.55T MINIMAL SPILLAGE. la ALL PUMPING OF SEDIMENT LADEN WATER MST BE DISCHARGES OVERµ UMISTUR¢O.PRERRAALY WGFTAMAREA AND ICAO THE SGYtu, RAM BONG D RW ow REORIENT EAT MUST BE TREE Cf ALL EFqu(rvt vm0v TO LEAVING ME STE OP ENTERING THROUGH A MOMENT WNTNYBMPILE AL M BAD). 19.TXFEX PLAN MUST SE FFPTOMRE.IVL MFASSANSSNONN R1 THE NAM MST BF INSTALLED PROPERLY ID.FNSURETUT 5 XDIMII!BAG IS TELL wEN IT NO LONGER Cµ ETIDENTLY MIER SEDIRT M IUSW WATER TO PASS AT A RATE LESS Q THAN STIR OF YNNFACNRRS DESIGNED FLOW RAZE. N J SHE USC 1ADfN WATER DOES NOT ENTER A SURFACE WATER SYSTEM.ROADWAY,OR OTHER D 11E£ Y0 NI.INE EX MEASURESLIOWN ON TAMPON ARE THE MINIMUM REQUIREMENTS FOR µTIOPATFDIIE CONDITIONS.WRING THE ti DUMHO VSe,THE¢gYEll BAG WISE BE ygaipREp Q CONSTRUCTON PERIOR,TNfSE MEASURES SHALL BE UPGRADED AS NEEROIO MAINTAIN COMEY PNL'E WITH ALL REGULATIONS. 7. DISPOSE OF USER SEDNRT BAG OFT STE OR AS IPPRO'.CO BY CBS. l 21.WRITTEN EX LOGS ARE SUGDESTEOTO BE MAINTAINED ONBTE AND AVMLE TO DISTRICT NSPECTORSUPON REQUEST. I. MD APPROPHAR,11554E TOMSTRFµ SEDIMENT CONTROL MEASURES PER CAS STWM DOS. OL W 22.IN MFAS SOLSIFCT TO WIND EROSION,APPROPRM M MST 5I BE USED,WHICH MAY INCLUDE THE APPIICATIONMFIREWATER 9. FOR BEST RESULTS,TSAR YdYENI BAG W FLAT 9UgfACL /1 InSPHAYIM.PLASTIC SHFETM.MROIING.O IHF R OR M VE PROD MEASURESV H.ALL DEPOSED SOILS MUST M COVERED.AT END M BUSINESS MY,WRING WET WEATHER PERIOD,FROM OCTOBER I MAYBE. IT' SLDEEYT BAD SHOULD DE PLACED M ENSTNC KCLTATV N,ROOM OR BEE OF STRAW SEOMHI BAD vid^CJ NO'YE PLACED US DARE ADFVD. Z O STANDARD EROSION CONTROL (1) w NOTES FOR SITES LESS THAN 1 (lean Leivices SEDIMENT BAG ry O ORAYANG NO. 945 ACRE REVISED ID-Si-T9 i, ' anWa�r ServicesCC I— DRA'MNG NO 9 REVISED 10-SI-19 lyf O Z 0) O •1. ' p .III c MUM CD C W 0 U W W > O p "Ip ce W F- -ILZ 'm 0 v > = O U UNFW- = U. ^ I—. DRAWING NO: C8 8 OF 47 , EROSION CONTROL NOTES DEMOLITION NOTES �� . 1. SEE SHEETS C7-03 FOR GE)EIML EROSION CONTROL NOTES <>SAWCUT EXISTING AC OR CONCRETE PAVEMENT TO FULL •& DETAILS. SECTION DEPTH (AND TO NEAREST JOINT IF APPLICABLE)TO ,tI ,��' 3 UNITS SHOWN. COORDINATE UNITS WITH ENGINEER PRIOR TO II I SAWCI)ITING. O 20 40 ' 4TFI, ♦\ 11 I ® INSTAIL INLET PROTECTION. SEE CWS STANDARD DETAILS EXPIRES:12/31/21 \ III 905,915 & 920, SHEET C7. O REMOVE EXISTING AC OR CONCRETE TO UNITS SHOWN. DISPOSE ♦ i OF DEMOLISHED MATERIALS PER NE SPECIFICATIONS. SCALE IN FEET F \ \\ ill I < \ _ i O PROTECT(P) OR REMOVE(R) COSTING TREE, SHRUB, AND -\\ilk I I I ROOT SYSTEM AS NEEDED TO ACCOMMODATE PROPOSED co I \ I SHOWN.IMPROVEMENTS. TREES SMALLER TWW B' DIAMETER ARE NOT m 4....)... II rl 1 ill) I I I OCONTRACTOR TO POTHOLE EXISTNG STORM LINE PRIOR TO CA \ I I I i �_ CONSTRUC110N. LOCATE TEE CONNECTION AND PROVIDE INVERT \ `o it _ ' I \ N I I \O TO ENGINEER. U I m I i i \ if I i i '� t ; OPOLE, (Oi OR REMOVE(R) EXISTING UTILITY STRUCTURE, i '� III I II 1 POLE,OR GUY ANCHOR. COORDINATE WITH UTILITY OWNER OF o� ,� \ *ell ! ® 1 it i \\ REMOVAL AND/OR RELOCATION WHERE NOTED. I I I I Si.r \ \ 11 I I REMOVE COSTING FENCING. i Zs �'*- \--_____. I I I I I -�---- x a j T II L\ ; 111 I I i Il OREMOVE EXISTING STORM DRAIN PIPING. oli'g \ I I �`� \\ T_ 17555 SW TECH CENTER DR I I llllo W= T'`z\ \ * T el,\\ \ I I i 1. �8 REMOVE COSTING SANITARY SEWER PIPING. l i �_ \ • II II II 111 l `\ \\ YR I T ) q ` \ \ I I I �.. <>REMOVE EXISTING STORM INLET. 1 T \ I 1 7T_...-_ __ r w \•- 11\I11\•\ r'r `. \ A\ V I �� ,\_�� i/ likli -- to REMOVE EXISTING CURB. I \� \ Syr N.___ _\ �/ C \•a N1p/ ``'._ '"I I t RDAWE MID SALVAGE COSTING SIGN AND SUPPORT. \ \`\` \ \` #s O \ I------ �� 111 1®PROTECf DOING FIRE HYDRANT,VALVE NW TEE I I Q Z • kk I \ • • • •iiill • 1 , 9 SI W O a--A \ \ ix __ I / I I III Iie W 0 J + \ \ \ \1 �" 'e:' ` LIGHT POLE TO BE ,! 1/ — \ I 1 11 \�,__ - �_ r O q`\ T 1 •...,•. +,,,C'. REMOVED BY OTHERS �Q -- ` I III 11 •L o <`+ , _ „. -,,„ G --__ \ ♦ \`\```\\ v -/ I T' •�II� �I�1i' __ — — __—_____ -,�'\ I I I I N,j �n .•0. \ '` `\� \\ ,'1a" `. ? ! !T ri Ire ��' ,��•:- =ate »- I I-- L I 11 `� �V c `u m `♦\\ '^ '.LTA i ©�i�./#I _ j ___ -'4y'~�` �.� _i, �-\\\ �� 11 �1 I w\ 'k nw�. CONSTRUCTION ENTRANCE vER cws `';\\ \ §^, , ! v � " . 4 O 4- m -_ t .• 1 IA. I `STANDARD DETAIL DWG NO.855,SHEET C7 \;.,`�`♦ ''� 'L' " .. ' ! �ZIA _ .....,a'(',1 --- �' ------- -` •Q_ _ - - 1 1 11 r `.\ ss di •Ar 4., \ \ \ „ �'� ©��/ '/,, �/ G_i/ � ,G off tea' _� , W _ /, „,„,,,,w, / �/`• •!°'`Ji!.—, /( . SD / i 4.1/za SD go ! W p ` \ / ,�,�� `I'4. '�` ///j 8- 55 _ ss 9"!Ss 9Yss !! 8.. SS ® t _ > \, />r 1 4 :/�//i'%�! �� O� SW TECH CENTER DR * o o , o a \ \ \ i"'/ % ��/// !•�\w �-S,z" w ` -,z" � 1 1,z" w `1 1 Q IX CC I- :./ KA,,4•" I®! top G s-m-\--� \ 1 1 11 1 1 11 C7 1 j Z \ + O A///� �I�7ii O`, i./ !' �i� i. •J� !• y Ly Q V W \\ \rk7 ' 41> . I ' '• i---------�\�\ Teo _ _ -_ --_ -�0 _�Gucr ,/ OTC Lu \ / 0 i /—' �__�yl `> I U Lei) I— - ` TI ♦ / REMOVE AND REINSTATE EXISTING FENCE / - __- ___ �l/ , \ AS REQUIRED FOR CONSTRUCTION 1 a� �_ O • Q '� \ \ I 7550 SW TECH CENTER DR I ♦ ♦ DRAWING NO: \ • PLAN C 9 9 OF 47 . O I AA i ,,,, , \ Jill kill\ii/, 1 I I £ ` \ � Nw1 ry \ ` o10 zoH-F Ia / ` I \ ; `\ �E%PIRE5:12/31/21\ SCALE IN FEET \li INe 1\ \ ill: . > \ I )x . 11 / ' W !,' 1� T1 '� '° \\ `p \ \ DEMOLITION NOTESI1 \\ I I ' \\ \/ \�\\\ \ \ O1 SAWC(JT tX IING AC OR CONCRETE PAVEMENT TO FULL'11 `I , \ �� SECTION DEPTH (AND TO NEAREST JOINT IF APPLICABLE)TO 4C 1 \\\ - a ik\il /� /\ 1 \ ` k t�, LIMIT$ $XOWTJ. COORDINATE UMfTS WITH ENGINEER PRIOR TO Bp II 1 \ ® • i I / \ �a `�M, SAWCUTTING. U i " I - ` `/��jl O2 REMOVE EXISTING AC OR CONCRETE TO DUDS SHOWN. DISPOSE 4$ \\ I , J//� / ,, � \ OF DEMOLISHED MATERIALS PER THE SPECIFICATIONS. t - ! I �`` �./ / \\�\ \\ PROTECT (P) OR REMOVE(R) EXISTING TREE, SHRUB,AND i z_ 1 / �' / / n��` \ ROOT srsitM AS NEEDED TO ACCOMMODATE PROPOSED Li I - =J1 I; / / ` o / ~�,� \ \\ \\ \ \\ IMPROVEMENTS. IRttS SMALLER THAN 6'DWAETER ARE NOT o — ` 39 /. / / \ \ SHOWN. W. _-___/ A �� 1' ` ��. / \ V A V O EMOVE (R) G WITH UlT STRUCTURE, d �3; / / `,\ \ \ \ \ \• PROTECT P OR ft c O /�� / `,\ . \ \ \ . POLE, OR GUY ANCHOR. COORDINATE UTILITY OWNER OF a \ • \\ 1\ ! � /%•, P/_1 I // ♦�, �` •' i \ \ \\ \\\ \\ REMOVAL AND/OR RELOCATION WHERE NOTED. O _�\ A11 ■ �� , �. 1 I \ \\ \\ \\ \ \\ \ f0 ROAM EXISTING CURD. J :yL=—fib Y ��_ -- EIS �_; G� �I� it at' / �,\ \ \ \ \ �A O �1 'u S�a�r I �>•��— maw:=,.wt .7�005,x, . / / \ / / `� \ \ \ \ \\ aCA Q' -ow- I. - ` �V�3 a '%v „of' /•,, , £ / �`r� .. \\ \\ \\ 1 REMOVE AND SALVAGE COSTING SIGN AND SUPPORT. 29 �� Sa — pa 5D J�iVZ/off � ��-4 I ` / \ ' \\ \ EROSION CONTROL NOTES � z \ \ FF / ` / \\\ \ I I. SEE SHEETS C7-CS FOR GENERAL EROSION CONTROL NOTES J Z eL 8 r \\ \\ \\\ / / ,`` \\\\\ \\\ \ I d DUALS. 0 `\ S` TECH CENTER DR �� \ / ' \ -may \ i w N ce \ \ `� - / i \Se` \ \ \ • \ ® INSTALL INLET PROTECTION. SEE CWS STANDARD DETAILS C \ \\ �� i� I ''Aj, c ` \ \ \ \ \ 905, 915 d 920, SHEET Cl. LaJ - �� Ems• _ ©'� � \ / ss `,� \ L 5o G. \ 4 - —11"111111114,11 _ _ cr i �\ \f ` � I _ _ lrjlk""li _ a ' To NOR DONS 1NEA- '`� \ ,c. l ' / SIRIC7URE ) I- -___ ` Oi ` t , � a....,, \ / I \ U ,,,, \ ...,.., -5 —s 114 N. 1 Er ''' cn \ \ \ \ .1 \, N. . T'''/NN, PLAN ›- = O 1-- 3wa- UNI- - A t MI r a AP DRAWING NO: C 1 0 10 OF 47 / / /\ / �� / / . D •,.. ' / 1 " � / re\\\ • .▪ / / / /C /\ \ / i /I1\ iliq , • ED 1 x • v�v.� 1 A / ,/ ' ./o.' // ..,./.". , ,/ ///74.-- i� 'EXPIRES:12/31/21 \\1 \�\\•��' 1 � // /' \% � %/ • G/ 1' j�j /// SCALE IN FEET \ \ ' Q -,C.: . - 7: :.i. ,.,fir\(/ ,/ / -js\ G'� „ .. •%: © - .Z. ,, ��,%/„/.//// / . ...,,- /• I �+ ,'i ° O' : ��4 . ///j'i I CONSTRUCTION NOTES • ♦\\ \ © , 1 ,• �� S 7,e,°' 'J`\' 1 \\ '1 r O7 CONCRETE CONCRETE SIDEWALK PER CRY OF TIGWD U .� \\ 7. ,: - Y. ..d� ::/ l 1 /+ \\ !\ �© ��/ �/ ; ^ \\\ STANDARD DWG NO. 120, SHEET DI. ‘\�\ Q Co T T_I/ 1 \ � a / \ ® O2 CONSTRUCT(S) STANDARD CURB AND GUTTER PER CRY OF i i ` ' -� - - - -Z -© :��' ��1�I '•y nacKDENED CONNCCRE C DWG URRB'un GNUT�iERD' OR CT)PERR DETAL 1 1 i / .��\ O/ O + I�itc1.0. �, x AS �9 SHEET D1. z - - �l ` ,� x- >, • x ....a x x % �� j � (3 CONSTRUCT(S) STANDARD CONCRETE CURB PER CITY OF y _ •\• -. 'rtmi •�LPP® , O :: 1 / TIGARD STANDARD DWG NO.MODIFIED COD CURB PER DETAIL SHEET SHEET 01(M) ^�'�'> � \ '_ .4P3? 1. n.Y,.YWfI(MM,�YYMI5 _';r �, \ / z Z S i fly- �_ -` ��`-11 ©f�� v / 1. 000NSTRUCT COMMERCIAL DRIVEWAY OF WIDTH NOTED(X')PER T =� so of ,R_� �� a.. / CITY OF IIGARD STANDARD DWG N0. 143' SHEET DI. ''1�21 */ T 01 /' �I 1. A� ��..ARll ® © •O� �• •a O. ,/�,if `C OS CONSTRUCT CURB CUT W1M METAL ASSEMBLY PER C1Y5 DWG o Ioo,1 o� n �- 2'w 7 r � ® NO.CONSTRUCT SHEEP D5. o of ,, 1 a. T'' $ • \ $' 9: 4r____--,q, -- -?---- $ _��. _ - ' Q'� I B CONSTRUCT SEAWATER PLANTER, SEE TYPICAL SECTIONS <� . fi$#7�_ .- \ _- ___ MOS UN4 t��, ^ t0 / . le r 0 / O FOR DETAILS, SHEEP C4. ...`. ,, - xxl[-J x • E i�Ille �1E=.7 ,1,�G - �. / O CONSTRUCT ONST UCFOR DETAILS,SE SHEET C4.MP' SEE TYPICAL W J /. /� ` • ' O CONSTRUCT ADA RAMP PER ODOT STANDARD DWG NO. 755, I- ®� Y y©. © © / 0 © \nl I 7550 SW TECH CENTER DR SHEET D2. SEE SHEETS C13-CH FOR DETAILED GRADING. W O x Og CONSTRUCT ACP ROADWAY. SEE TYPICAL SECTIONS FOR V Q x -- x x x - x x - x x x. x DETAILS, SHEET C4. o a PLAN 10 CONSTRUCT ACP PRNATE DRIVEWAY RESTORATION. SEE T IX 180 _ TYPICAL SECTIONS FOR DETAILS, SHEET C4. U V , 1 AL STA 4+07.Jr 60 I _ - 1 i.-__ LiI W 11 CONSTRUCT 6' CHAINUNK FENCE PER 0D0T STANDARD DWG I- > Z _ HIGH POINT STA 41+47.60 RD815, SHEET D3. - Q $ HIGH POINT EL 167.09 �'y e__ K 28.28 „� _ _. 12 CONSTRUCT WALL PER STRUCTURAL DRAWINGS S1-S5. N O a �a LENGTH 120.00 fO - PRrS1 �.� -_ ^ -DOSING GRADE O E PVT R 154.65 ©INSTALL CONCRETE CHECK DAMS PER CWS STANDARD DWG d d LOW POINT STA 454.9214 +^ LOW POINT 1 .9 1- m NO. 762, SHEET D5. c. < V \ �W $x 170 Srn t-----__-__ �� LIDlGM�,09aD �� 170 N _ __ N V/ 7 -PROPOSED GRIOE o f x-Amen f PROPOSED GRADE 0 4 ! - - - '(�� CONSTRUCTED BY OTHERS \ /' /� a g O1 CV C u go) �T4X \\\\ n �,k 160 . . - c� 0.60% LT > O 150 t -oasnNc MOWN e - - I 150 Wce 0_ I P ELEVATION 1. CC w Ca Cil < F- I- _ -.. „ xo N ~ W - O'R II^ m4 NR Yp m V On N10 :Z,01 Nl9 co Of C1 N .n M '7 C.. O, l.� J L1I ., • . m ,o - r v, 'o m ,n e e m 0 J vi ,0 vi m of > ,CO ,pm .O IS 26 2 m3 SS Ero m u ro.n 01 0 00 .ten 010 gin$ m m _ 0' .n 0 v+J a c� o 41+40 42+00 43+00 44+00 0 45+00 46+00 46+50 ~ 3 w „ + PROFILE R L' Li) F- z< SCALE: 1' = 20' HORR S '9 o • 4% RIGHT EDGE OF PAVEMENT IT _ ---_}- STA 44+59.7 -- I STA 45+56.5 _.+ 4% Q rx SHED TRANSITION I- BEGIN Ruoff STA 46+03.0 END RUNOFF U 2X 2X END RUNOU (MATCH EXISTING CROSS SLOPE ___ 2% OX t 4-.: OR _2X -TX ~ 1. - -2X _ __ _ -2% DRAWING NO: -4% - C11 -4X LEFT EDGE OF WORM --.___-_.__.__. I _ ________-.- _ -._. _. _ - STA 44+59.7- STA 44+92 SUPERELEVATION DIAGRAM BEGIN RUNOFF END RUNOFF (MATCH EXISTING CROSS SLOPE) 1 1 OF 47 I\ LP \. :lit' '►' -_ aI III ` * I 'r TI 'RNN1G •f 7z. f0020Ij — a I' I I 1--1 " EXPIRES:12/31/tt(\ n � Z / ::: IN FEETel I I\I I ;!' CONSTRUCTION NO1. ) 1i a Qi coNCRE EcoNCRETEs DEWALK mofTICARoC cYiII I �1 I' ) _� STANDARD OWC N0. 120, SHEEP m j '�x '�� 11\ i\ �� O ` O O CONT(S) SfANDAROCONCCURD PER CTIY:755. �� ) A� IC>r1ANDD DWG N01 O7 OR (M) Y0 \1 -� ,` MODIFlEDCONCRETE CURBPERSHEET DI. m qqq� / � ( ��`� OCONSTRUCTADARAMP PERODOANDARD DWG N0. � �� li, ` �yr, SEE SHEEP C15 FOR DETAILED GRADING. F 16. g CONSTRUCT ALP ROADWAY. SEE TYPICAL SECTIONS FOR z i r / ' 1 `� fib f DETAILS SHEEP C4. I. 2 II I 1 11*, `. 7, 1A CONSTRUCT 3'WIDE CONCRETE WALK FROM BALK OF i i 1 I / 1 La 0 I - . �� SIDEWALK TO TRAFFIC CONTROLLER CABINETS PER ODOT o x u I II J r yl - . STANDARD DWG NO. TM182. e $ II C / Q / `I \ O Or.// ' ' 1 a d J. a • yes, \ to , \ .111 �-, s ` _12. 50 o= \`1 V Z r' SW TECH CENTER DR \ �, \ ►� - - - > W •�. \ \ £ �‘l� o L yj\o it \--:-.•'..> I G ii: a ea �— macT. —rRio" s-- -411CI\\_ _�' ;`:rj� -�"� O � , t ,', \ OM ^'a 4 UM T— � `r ��\ \e\ W O� I�� ' ice_---------________ - 1.1* ' 0 - s! �s•..- v.rii * L.61 ' / +t�� r T1) \ W o a — — �� t�� cc W v> �� ce _ --_ -- -, Uri ,� • \ �� Ncew IIC.\\ • f el a J • N 3 w Ct N. lk ° 4. u Q PLAN 3 DRAWING NO: C12 12 of 47 I 1 ,' E0 (11 - 4` 1 / • A4 6PE 1 { �N' / 1 I 111 �� 0 5 10 IEXPIRES:12/31/21 1 / 1 I ! ,a2 SC21F IN FEET 1 1 STA 44+06.55. -49.66'L7 STA 44+80.24. -48.51• L7 f. 1 I FG 161.58 � 44+482B -5154•Li Fr 161.12 1 I \ CURB HEIGHT MATCH IXISTING = ,' 1 1 CURB HEIGHT MATCH EXISTING -i \ ` U ,� v t I ------ y 11� - 11 I�` M !\ j60 � \\ 9 x x 7 1. •\` 't59 L Fr 157.91 - z�V '. \\ 7. - c .• M+27.9z -37``OJ ,.? CURB HEIGHT`6. - / . 0Io i y-y \� x - i FG 157.12 1 FG 157.94 _ ` E `\``\V.,`\\\`;x x FG157.20 , — *EI = 8\ �5^ 4 . . J' - - g - _ — ``%Ik x x 1 ' ,, 7 FG 157.41 _ _ t56 / , Q`%Vim? CURB HEIGHT= 8' \ `\�- -. .11 li , STA 44+06 41 -22.50 I X % XX FC 157.07 l FG 155.77 ys s XyW O p_ • i ' 1f-157 • CURB HEIGHT= 6' - x XXU�•` � iiiiitiiii41 ! N. f - A. no� FG 156.00 sX x X X _ C.7 6.00 FG 158 41 ,c vi /{ •X ram, Z • CURB HEIGHT 6 r � / 1`" �/ X 4 U I:t0 CI og157 / X �u Q CC Ct 1.5% - i 7 ,/ 1 / 2.6% 1 .9• / / FL 156.e8 f 1 / 'L < / 11 , STA 44+06.41. -17,00'it I 1 ' //�i/ 1 FL 158.64 / // / 5 411� Q� // i�/ 11 / ! � / i. / FLA 44+64 155.2616 -17.00'Li ='- o _, / l ,`� STA 44+29.45. -17.00'LT STA 44+46.81. -17.00'LT Q / // CO I 1 I \ FL 155.90 FL 155.49 CURB HEIGHT= 0' / I / I A CURB HEIGHT=0' CURB HEIGHT=0' a - � �° ��SW TECH CENTER _ 1 / / �' / �� - L _• r_ -" J - 1 H PLAN W W -3 > o liaa o W Cal 1 j Z Z w W J W p Q U > x O F- � W � U N I— = V Q II Ce Q DRAWING NO: C 1 3 13 OF 47 /`/`�� TTT �/ / 1�� I rs;%11 3 / $ ? \may/ - _ - I IFze La ' _— - .,i - - - — DR 1 0 5 10 'EXPIRES:12/31/21 / SW TECH CENTER 1 Sr.IE IN EEET / SG 44+09 69 17 W'RI' / , FL ,56.03 ,' /r. '1 , 1 c CURB HEIGHT= 6" / / STA 44+91.68. 17.00'RT / - r STA 44+13.J�7. 17.01'Ri / / FL 154.37 STA CURB 00. 17.01'R� / FL 155.86 STA 44+58.02 17.00'RT STA 44+ 2 59. 17.00'RT CURB HEIGHT= 6' \ 'm 9 I FL 156.2I // CURB HEIGHT = 6" / CURB HEIGHT= 0"�, // FL 154.67 FL f 54.32 U o _ ,n/ • + . kg' :1 CURB HEN;IiT= 6" CURB HEIGHT= 6" 1, o 1. ... . :/ / I 7: .. qi :1 FL 154.79 FL 156.49 / I FL I55.53 // CURB HEIGHT- 0' �. _ ' .• .•:' : 0..8 i CURB HEIGHT. 0' ! CURB HEIGHT=0' FL 154.31 9 i 3. ..„,...._____,, �y i • �—�= TOi 4.00X / /� ` {{ 27.52' I� o •/ \ p -1`'' I- fig' iimml i 4�X �� '� • `�` �_ �\ Q1RB HEWTIT= 6' Fo/ 1. %FG 154.8;..,/.. ! K % % % ' / p } � rX CD 1. 41 --- __ _ ® I i, % % Y. i STA 44+72 79. 29.85'R7 '� ui \ R 154.41 5 % /% % % \\ PCC ..../ .....„..../ �\ W �`�nok, ¢• % \ / C1 O\+ ♦ -4% / STA44+1769. J8.09'KI \JJ `.- % y:77;7151.,...::::(t, r / C� / (ZCURB HEIGHTWTCH E70511HG / // 4.$TA 44+44.15.49J2'RT % y� /� // / CD G Ft 154.27 � % / / p // /I Oft % % % %/ -' / j •� N. / + MUCH EASING Fa 154..111 �' r' 4I• 1,.. '� / �` i \o I ' CURB HEIGNI Y1TGN EXISTING /Fa 15420 / \ , �.--..Al/ / 5454 5.55.47' RT *� /��/ TC 154.54PC \ U W rV / I- 1= C 4. CI W PLAN / IX NI— 1�.1 La L J W =' O a U > 3 = O 3wci_ r p€ II Q C7 DRAWING NO: C 1 4 14 of 47 'N 647354.23 N 647354.31 • 0 E 7823880.10 �__ E 7210.49.06 FG 210.46 FG 210.49 /\ �+ I N 647349.30 ABBREVIATION LEGEND ► � E 7623986.03 , , I N 647349.23 0.4% /// FG 210.15 ,��' 3 I E 7210.24.03e. , ,/ CURB HEIGHT = 8' PC = POINT OF CURVATURE FG 210.24 I�`7 q. •Rl HT= POIM OF TANGINf '' 'J-(FIo CURB HDGM = 0' °'6.0'P1°D / PRC = POINT OF REVERSE CURVE 0 5 10 I 1.5X FG = FlN6H GRME IEXPIpE$:t2/31/21 I FL= FLOW UNE SCALE IN FEET 115► i ro /.; N 647351.82 N = NORTHING �_�` ,/� E 7823991.04 PT EN = EASONC N 647334.65 n4. / FL 209.75 R = RADIUS E 7623976.01 O n d MATCH EXISTNG T = TANGENT s II FG 207.78 / I I 1 V DIE -J _ ' CURB HEIGHT= 6' R.86.00' \ _ N 647331.06 A- 011'S3'28' o E 7623972.53 / �#A . / / T= fi 87' ! CURB HFG E1 IGHT = 6' � I � / N CENTER677.473 A N 647328.02 �, \\ ,. E 7623926.92 (n 1 E 7623968.56 / .� y / N 647338.95 ` FG CURB2 HEIGHT / /// / E 7623986.43 J ' E 7623959.51 �/ /M ryoo4 �� R.Fr 208.79 N u �'e HEIGHT= 0 N 647323.83 - ° 4 d 6,. - .1' Z z S o 'O n°o'5. / 0 p =W N 647322.46 N 647322.45 FG 206.69 o E 7623941.87 E 7623949.79 ,' / FC 205.51 IC 205.89 i y0+p'J rn �ir• Q i o / •,po•, / N 647330.49 4 ��. 0� E 7623981.00 - - _� / W WO'// / 9b / CURB HEIGHT = 0" Q 4.8% &9 : 1 / // N 847326.21 W 0 7,g• I o E 7623976.85 H- Z 44 J r, ��) `y, / FL 207.61 W CV - 4 j tO '7.9' '_= no / ' 00 CURB HEIGHT = 0' U W 5.n _�-69% / N 647323.00 2 N - _ / E 7623971.85 FG 207.57 5.9X 613% R=40.50' CURB HEGHT = 6' U W L = 45.66' N 647315.98 I _ � � CENTER PONTT = 25.60' E 76239418POCn FL 204.83 N 647315.95 N 647317.60 N 647358.452 X MATCH EXISTING 7623949.76 E 7623961.34 E 7623949.91CI FL 205.30 FL 206.10 PC CURB HEIGHT = 6' Cl SW TECH CENTER DR PLAN `J Si'N 647304.•• \\ o \ E 7624054.• �\ /A Nao y N 647281.96 n HATCH FL I C0571 V/ SW TECH CENTER DR E 7623992.1, - - - - - - - - - �mow•� N 647281.98 `PC 01 N 647296.32 w E 7623987.71 E 7624063.96 'o FL 204.24 I 1.5X N 647281.96 FG 201.35 'k n CURB HEIGHT = 0' [i 0.9' E 7623992.81 N 647280.51 CURB HEIGHT= 6" N 647281.92 FL 204.32 I CURB HEIGHT= 0' -'.fL72 400J.54 ��\ E 7623979.53 \ a* E 647291. 12 FL 203.71 N 647281.73 CURB HEIGHT= 6" MATCH COSTING I E 7623996.79 R 204.21 N 647278.79 \ /F t\ FO 201.27 H �-- - - - CURB HEIGHT = 6' E 762400883 \ \y0 PC U FL 203.83 C'� N 647293.95 \® \ CURB HEIGHT= 6' W 8.2' 4.2' 4.0' CURB HEIGHT- 8' N 647273.94 Z E 7624059.01 \ o.'ff O 6.5% 1.5% ' 2.6X 6,9' ......... 3.4X E 782b1788 Q FL 201.26 oaf\ N 647285.15 _ x M-- 2,2X FL 203.48 CURB HEIGHT = 0' • / CL _ .._ice 5.6• \U.9' '9 `� 54 E 7624055.70 0 W ci -- 1.8%,•,N BX `X \ CURB HEGHT=D' SOm \` 200.66 fn 2.5 d 1K," 46 tO rt1 k ./0 6.8. J` \\ N 847270.87 N 647289.43 \ \\ ma ` CURB HEIGHT = 6' C PRC Q7 W z •t `ti' n m k % E 7624021.82 Z •97• �,- I h' h'?, 3S' ` \; FL ZOJ.b E 762b61.16 1.5 k` \ PT FL\CURB 201.19 HOGHT= 0' �� W J W *B; o o,) 5•¢S'�,I g 4 .__ 4.J• /h o g \ .R R=10.50' Q U N 847276.35 ` K 5•Go K �_ 0 47. _.._= 'c J`,pj'r;t Jp N 647268.40 R=9.50' .64\ , `, A= 045.14'22" 0 3 O 4} {p E 7624024.43 A - 041'09'23' '� L= 8.29' = Cr E 7623979.53 1SX ) , • • `,., . \ n 203.i5 \ 4.3T H FG 204.18 N 647274.29 CURB HEIGHT= 0' L = 6.82' `.CENTER POINT 3 W E 7624001.95 a '?s• T = 3.57 U N H N 647272.59 FG 204.63 e°"' �'� CENTER POINT E%2b76.81 �i FG7204.59.74 N 647272.77 `4 6,. Jr N fi472B7.70.5 \ ' Q`- E 7824008.45 l; N 647266.92 \ JlG E 762b57.55 N 847277.14 „ �r\�> FG 204.42 �� E 7624025.88 �,\ E 7624067.69 m\ Q E 7623992b74 J`pp• 2.7X \', FL 203.00 -1 FL 199.83 �-4" J 8.4' HATCH IXIStING PT I y FG 204.67 R=45.00' \'r 6: Ai' \\ �� CURB HEIGHT = 6' \ �\ A = 045'S0'29' N 8472135.81 0-6 L = 50.66' E 762b11.55 6' Q \ / \\ \ T= 19.03' FG 203.84 42X -9 N 847271.79 \ CEMER POINT N 647262.74 5.9• \\ ` E 762b70.76 \\ \ DRAWING NO: N 647236.980 E 7624015.48 N 647282.39 \� EXISTING \ `, MATCH \ E 7623992.24 FG 203.77 E 7624021.23 FG 203.52 •` ,� C 1 5 PLAN PLAN 15 OF 47 „.., '-\\„‘‘,,,,‘,,;%`,„,, „sr, .7 ,o- ,....„.. ,,,, ,.../7 , ca AIMS (010 \ l \\\\ A1' 1 /' \ / / 1st �• _G_ i / 1 /// / // / \\1 r �y�i/ �/ \a\C/ /// /•'�/ _\ i//�>_ 'f•"r /�;%�%//i // / 0 20 40 %an& STA D.zi:oa : / �• a / I 1 I / ♦ G / '// / / / / EXPIRES:12/31/27 WALL STREET c.STA 41+91.95. 27.00• LT\ STA x,I ,. : �+1/ ✓ �/ /� f / ,i� 0 I /1/ 1\ \\ SCALE IN FEET �• \\�\ S40'32'31.28'E WALL suite F STA 44+26.36,27.97' LT 1\ l\ // / / 1 Y� /�g�1x' ',. N \\\ 1 yam; \\ \ 173.12• /+ ♦`-F•_ /� / � •,G'_ Lr,, \\\ N. WALL R /� L=82.58', R=169.00• I // 1 \ _V401".0, i �b + \� 1 v 1.” 0+0t � �`x - x x x —I+00L x— — x— x Y 1hOp, VI .1. . , 1 o # T\\ �� # j R ... V I // € LAo�oo a� I: ri.,y s o k / I+00 2+00 �----- c -2+49 tJ REMOVE-6ST1NG WALLS AS REQUIRED TO ACCOMMODATE NEW 540' 32' 46.12'E END WALL A CONSTRUCTION. SEE STRUCTURAL 248.68' x — x x STA 2+18.20 = I °� PLANS FOR CONNECTION DETAILS WALL STREET STA 43+67.63, 24.69' RT Z .. W BEGIN WALL A — < — STA 0+40.00 = Z A WALL STREET 0STA 41+91.95, 23.49' RT PLAN Q cp w ,ja CYa 'i < o I I _ RY FlELD TC o C 170 170 170 OPP O c�OUNo Ar - 170 g TOP OF MALL FGED I' / jEFFECTIVE WALL AREA= 1272 SF / / PROPOSED (-.1/ Ir \\DRNEWAY W 160 160 160 160 I- cc a_ - - __ _ _- l �_� FC O BACK \` W O _� sL — _ _ _ _ ________- ._. ______.___- Of WALK ��- Q H W I II ~ -J M W EXISTING GROUND AT WALL FACE ASSUMED DFPTH TO BQTTOM OF FlLLI WTt71NL I uj 0 < U 0> 150 — I EFFECTWEi11oTrOM OF"ALL ELEVAIaI 150 150 I 150 _ 0+00 1+00 2+00 2+49 —0+200+00 1+00 2+00 2+56 h0 ix m II c- U. d WALL A PROFILE WALL B PROFILE Err SCALE: I' = 20• HORIZ SCALE 1' = 20• HORIZ I" = 5'VERT 1' = 5'VERT f"' DRAWING NO: C16 6 of 47 ?0 to 6°F 176 176 176 176 r o: c• 172 172 172 172 k'� '/.(]7a 168 �\r - 168 168 I 168 (EXPIRES 12/31/21 � — I 164 LEGEND 164 164 164W _ _ _ _ � ASSUMED�` FILL MATERIAL160 — — �_____________ _____ ISO 160 - 160 156 156 156 156 40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 c_./ oz -, ASSUMED DEPTH OF FILL MATERIAL,TYP. Y (SEE GEO1ECHNICAL REPORT FOR DETAILS) Y 1 1 f WALL SECTION WALL SECTION „ s STA 42+00 STA 42+20 Y SCAI F- 1'= 10' HORIZ SCA1 F: 1'= ID' HORIZc u T 1'= 10'VERT 1'= 10'VERT 2� o gW 0 3 i 5'i Z 176 176 176 176 0 I- 172 172 172 172 W 168 1 ________________` (n �� 168 168 �� 168 164 I ... _... __.. . �'�� 164 164 _. `�'< -r- 164 X 160 `��, 160 160 I._. \ - 160 J 156 40 -30 -20 -10 0 10 20 - _-JO �156 156 40 _30 -20 -10 0 10 20 30 40156 aiC o CD SECTION WALL SECTION N 0) STA 42+40 STA 42+60 SCALE: 1'= ID' HORIZ ere!F: I' = 10' HORIZ 1' = 10'VERT 1' = 10' VERT mom0) z 3 ° W' p 1— U w W 0 176 176 176 176 - Dr CL IYLI in 172 172 172 172ce W fn 1684 1 �\ 168 1681 168 (Q9 W Z 164 .J \`�� ..... 164 164 \\\��\ 164 J W 160 I \�� 160 160 `J L �� 160 0 Q V — __ C) 156 \ 156 156 — \ ' I56 >. = Q-' -40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 I- 3 La0_ Utn - H 7 0 IN C>'i WALL SECTION WALL SECTION NEI STA 42+80 STA 43+00 V SC AI F. 1' = 10' HORIZ SCAI F: 1' = 10' HORIZ (.. 1' = 10'VERT 1' = 10'VERT DRAWING NO: C17 17 of 47 069 � � 176 176 176 176 172 172 172 172` ;r�; 168 168 168 - �4.. 168 l7!ro '. -. [EXPIRES:12/31/21 4. 164Li -4.\ 164 164 `•� 164 LEGEND 160 1 _ \ 160 160 I _ \_p(.` , 160 I ASSUMED Flu MATERIAL o 1 . L 156 .� 156 156 _ \ • ` 156 152 152 152 152 -40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 m \ ASSUMED OE10 OF Flu.MATERUL.Ty (SEE GEOTECHNICAL REPORT FOR DETAILS) a WALL SECTION WALL SECTION STA 43+20 STA 43+40 u > CCME 1"- ID' HORIZ Sf4I F: 1'- ID' HORIZ z 1'- 10.VERT 1'- 10'VERT i 0 i. i €k r Cr) Z 0 172 172 172 172 1— U 168_ 168 16fi 168 I.jJ 6.0 164 �.' 164 164 164 I X 160 �•L160 1643 ��T 160 156 _ � 156 156 _ �.. 156 Q 152 -30 _20 -10 0 10 20 3O 4015215240 -30 -20 -10 0 10 20 30 40152 C o .i 0 ', WALL SECTION WALL SECTION N ai STA 43+60 STA 43+80 C SCALE: 1'= 10'HORIZ SCALE: 1- = 10' HORIZ _') 1'- 10' VERT I' = 10' VERT as c m 4C g L- U W lJ > C0 0 W p W C-, f~ HZ ~ , W 1 03 � 0 � _ iiC 1- 3wa U C/1 F a r Qe O Q NKr F DRAWING NO: C18 18 OF 47 / / / i'sa ,,,:4(* / 8 / / * L ,�// .4/0: __ / 4 / / . '''' 9///* / Z I //} * a � /j//// 9 \ s1 ' / I o It — x iI Al I I I 9i I . I• 1 9 7 Ii I �/ I I '7�, .1 46+00 1 ow I �� 1 I \ 1 � Z > I I �; s 11 . - .9 c,- 1 . '1 Q •1 I. 1-=-- r i I—� 47+00 1 1l I :,1 iia I L� .4 I - 1= ,,.....0__e_ci,_.___.____.___.__ . , i. 1 I El ate — — — I i V • 1 ri 1 _till 2 Id __ _ 49+00 R 1 0 _� 3 _(n 1 1 I - N$ d �; �� z I1 I I - _ II .Ii .+. I o I I! I-; I -,-� -. �\ MATCHLINE - SEE C20 FOR CONTINUATION : TL � v�r z \. q O z g 0 NO. REVISION I BY DATE p CITY OF TIGARD Wallis p � o T. @ . SW WALL STREET ,engineering SIGNING & STRIPING a Z TECH CENTER DRIVE PLAN I — ONE INCH muom 0B N �,' IMPROVEMENTS PROJECT PROJECT NO: DATE: 0 �CA �NIF TIGARD ONE INCH AT FULL SCALE. RV/CK 444 1480A 4/2020 IF NOT ONE ACCORDINGLY I ADJUST SCALE R., JV MATCHLINE rs, SEE C19 FOR CONTINUATION _ 1 514-00 l F N z 0 (n f m 52+C2 0 z � m 7, I - I 1 i ; t . j53N0 I ----- - .01 . .1'.4 i ) 0 4,116 •1 1040 le i 111101 ON 41=i-ir ii, ( � a 55+00 iV l I( -1 : 4àug II 1 - -A iIOAVE i Otti&‘ 4) ° 51 0- 0 __.,•,..11116,4mm,..1r— ) Wit0 .a.w -10111Fig4WA Mdri kia,stiz A_K- � _ r O / #44‘7 40-4r, �' /j' oo � O 7, i a 1 �e m z , / �/41, 3 fr m To g / / // N A / Z� �/ /¢ / _€ �\ / / NO. REVISION BY DATE N A CITY OF TIGARD Wallis A - v k . N z III - ~ SW WALL STREET *engineering SIGNING & STRIPING " Vii - R. TECH CENTER DRIVE PLAN II ONE INCH0. ®1' DB IMPROVEMENTS PROJECT PROJECT NO: DATE: ONE INCH AT FULL SCALE. r� Rv/cK ;� T I G A R D 1480A 4/2020 IF NOT ONE INCH ADJUST SCALE,AA ACCORDINGLY JV —t. N \\\�\�'\:� / i^a/ / / El SDMH 2 /' ' /442 / / / / 6PE `.� //�� /` / / 18 LE 12•C900 SD / / r /y / / „EY �\\\\�\,,: / , _/� �/ // ❑4 0 S = .0055 /�' i �i' /////• . I O� // // ® :/ I /% •p'NnNf W°` \:�\\- `\ / /, i� xb°`". /i' //// yo I 4 — ', /� /// 0 20 40 EXPIRES:12/SI 2'�FF2a �� // �' ® // /1% ti / i/i/ i`//rr SCALE IN FEET ci SD, \\ +\ \�� ,\1 /// RIM = 154.8 161 // / //, /% °i`a" LI G'C` 1 ,// r,, -\ \ Q 1 1 / \ ,-/ 12•IE IN (N 151.85" / / / // / ,z• OUT(s� = ,5,.75' , �� i', STORM SEWER NOTES: ,�\� / 1 / ,� / /•\ j ¢GJ� /,%/r ///� K N� � ` + / / 0(*\ / / "�\\ �;\ / / (/�\'�\ / * id , \ �2 INSTALL 72•DA. FLAT TOP MANHIXE PER CWS STANDARD t F `a , 1 /+ I \ ! // r/ / - ,v IIIP 0 \ DRAWING NO. 050. SEE SHEET D4. \\\ O + / 1 //Q \ 7 ,�! :' 0 1 /. \ INSTALL BEEHNE INLET PER CWS STANDARD DRAWING NO 405. -.`` - T —r* i \ / 0 sy 1 Q /� + SEE SHEET D4. 3 • /// 0 //� © _�: J-- i\ � ,'j • 7 !1 y" ::,�,7f�' ® ®PROPOSED STORM PIPE g _/ _ z x— x— x — x— x x x x x — x — x 1 1 ;00$';t // 0 �5 INSTALL CURB INLET PER CWS DRAWING NO 755. SEE SHEET E TO SWALE WITH 2 6 C900 PIPES PER DETAIL _ ...:e /xeln zees mm:®b1Mx8�"� © EASEMENT RM 6. ® �� D5. CONNECTw i E. o EXISTING STO SHEET D o 2, '1.'r''�:%'::e.':. ....��...zesnfrrrx ar�. Q \I 0 _� - I , N^� ©CONNECT TO EXISTING PIPE WITH APPROVED COUPLING. C.i k ' so -�yo�l ,;� v v .r/ PROPOSED 12•CL 52 q WATER MAIN / / A I Q / I/ v / IP i o� - P1 - - `� �O \/ \- x x ' x /' \ I I /IT I I �{ I© • �1 © SDNH 3 _ # `� T A T'\\\� __�___-_ -__ \�� `— Q x i 1 / STA 44+7B.79. 14.99 RT © y it4— — — = _11 _ 1r w 14"w SANITARY SEWER NOTES: RIM = 156.30 I# 'F # \ - �"'- _Q �® I y 10•IE IN 149.95 O Ct 1 30 INSTALL 48' DIA CONCRETE MANHOLE. SEE SHEET D4 FOR W #� #' - ` -; \ ___-- _-_--- _ ___ __ �m fr�, Q 1 24• IE IN NNE 149.95 DEWS. W J �� ` © x;\�� -- ------' a N ® Q 16• IE iN E( ;49.95 F- } - - x x x� — x— — — z— AL 8 03034 SANITARY SEWER. _ �Wd 1 try � _ �. 34 LF J I.: - ______----________ -______-___-----_-_ a - 0 S 0.035 _ - 0 x _______________ _____________________ ., 11^/ 24 IE OUT S 149 31 INSTALL Z _I W 10•C900 SD� ------ :/ „ O CUT EXISTING PIPE AND SLIDE THE PRE CORED PROPOSED V Q' '/ MANHOLE DIRECTLY ONTO THE FASTING PIPE. SEAL THE ©35 lF 10'C9D0 PVCT. \\,h STA 44+62.83, 32.36' Rf1=1 PENETRATION WITH NON-SHRINK GROUT. D CL RIM = 153.80 WATER NOTES: U w ei x 2 x x J x x 10•IE OUT 150.72 W �j x A INSTALL(T!P 3) I- - Z STA 44+15. 30.22 RTd' Oi - 12•IL 45 BEND W/RESTRAINED JOINTS SSIRI 2 Q RIM - 152.34 ® O > BO'IEbOT ?52.35 J __� INSTALL:1 B Ol � 12'X 12•NJ TEE W/TRUST BLOCK � . PLAN 2 - 12•AU BFV ©ADJUST VALVE TO FINISH GRADE C5 OINSTAL: .0 F o 1 1 1/2• WATER SERVICE FOR IRRIGATION. •L < 180 - _ T SEE POINT OF CONNECTION DIAGRAM DETAIL 1. o t7 04 61) j I I SHEET L3.0. U) OINSTALL c 1 ., 12•DI NJ LONG SLEEVE ' 1`- .. INSTALL' CU of o EXISTING GRADE 0 OF I STRADDLE BLOCK Q) u � I r PROPOSED GRADE Tt --- o CONSTRUCTED BY OTHERS I 09 170 s 170 U / _ _PROPOSED •', 0 E _+^S m '.� 4 g -._ 'ri ma '- ^ I— _ _.. ._... U+9( W �_ w _ �'` �'` V --� / x — Y+ �� hL`i Gtl •r+�Ui *�Z2W �9� >. O / m o \i< Il www ^2 'Lp` E &m ce ��'r� +'' zz3 I- �' 1 v9G �=iYz�Ws z$ x1z1MEW_ .-_ __._. 60 p p 1 W 160 - I _ < 1821 �< W __ T 0LnFWw REMOVE DOSING 2•BIOWOFF ASSEMBLY - __ '--_ ,o --`— _______ -- _ _ I I '_ ~ J Z AND CONNECT TO RISING 12•WATER <L J W W o® 0 03 " 0 MAIN WITH APPROVED COUPLING _�.I� 1■ _. _ _. IXISTINE2ti3[]BAI -- r = PROPOSED 12 CL 52 DI WATER MAIN � ~ � W � 150 36 TO'c600 ,o, ,z csoD 3lF a•c9o0 150 U N L- SD 0 S- - SD 0 S-0.44% MA panto _ If 0 —� — d 2B LF 8• Q3O3�SS EXISTING 8•SANITARY EWER V 0SI-0.40EREIPF �.., 140 140 41+40 42+00 43+00 44+00 45+00 46+00 46+50 DRAWING NO: PROFILE C 21 SCALE ,• = 20' HORIZ 1" = 5'VERT 21 OF 47 CURS JPNI -DRAINAGE BLUIKDUi � _ SEE STD DNN(ABS OR LE PVC) r s DETAIL NO. 146 EXISTING DRIVEWAY- 5 M,'! SEE NOTE 5 ROW 1' 6- ' • .. (- PIPE W/COUPLING MATCH WIDTH &GRADE ,F}� I" BATHER �'.•[� 111111a111 AD •.4-'2X �"� 3/4' R b•��EDGE ROAD 1.6 1•R'� - 8 R SEE NOTE 3 • -Wer T 12' IE%FIRES:12/31/21 T 8- I.• . 1/2' SEE NOTE 4 2'OF 3/4"-0"BASEROCK T 1- • _ I •• • ..MAX. 5'MIN NMI ADEWALK f 5 _ DRAINAGE BLOCKOUT ` < COMPACTED•SUBCAAOE� 6 j --• . •• 1 ... a . L A I- 3" I.C. SCHEDULE 40 BASE COURSE-� _ a. •u --• DWV(ABS OR PVC) I ,�`�,� U //, -- PIPE W/COUPLING F 24 LANp$GAPE • LANDSCAPE i2 COMPACTED SUBGRADE STRIP STRIP Y SIDEWALK ADJACENT TO CURB P,o�O. 6" r PLANTER 5 MR: sow d o U O • • A STRIP F 25X. X ~A.�- QO O 0Q . . I. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 3 I 30 MAX I 3 `..F � O O 2. EXPANSION JOINTS,ROAD l: 0 \ O d • • 0 10'MIN I� �.;• r• If JL`11=11=11. 11 I I A. TO BE PROVIDED: L� O • �-9' 1)AT EACH POINT OF TANGENCY OF THE CURB. R/W 0yH a LS // 2 OF 3/4"--0" 2)AT EACH COLD JOINT. 6" de' COMPACTED SUBGRADE J BASEROCK ��•� COMPACTED SUBGRADE 3)AT EACH SIDE OF INLET STRUCTURES. 3/4' PROAC� TOP tX 2X M0.X s' 5> NOTES: 4)AT EACH END OF DRIVEWAYS. CC CURET u SIDEWALK AWAY CURB 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET z x gQ iDEWAY\ FROM CURB 1. EXPANSION JOINTS, /f,, w i i N A. TO BE PROVIDED: B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED,NON EXTRUDING, STREET -T/L£*, C 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. I) AT EACH POINT OF TANGENCY OF THE CURB. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE, . DIY' 2)AT EACH COLD JOINT. - - a„� 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3. CONTRACTION JOINTS: o° bo Zp 3)AT EACH SIDE OF INLET STRUCTURES. u000q� i o 4) AT EACH END OF DRIVEWAYS. A. SPACING TO BE NOT MORE THAN 15 FEET. oa oa I .• SEE NOTE N0. 4 3. IMPREGNATEDEXPANSIA JOINTS a CONTRACTION EQUAL JOINTS SHALL BE I/R"PREOOFNIS ASPHALTGR B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1 •O o o - MATERIAL OR EWAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO UNIT SPACING TO 45 FEET. /2 INCHES PLACED AT SIDES OF DRIVEWAY APPROACHES.UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4 BASE ROCK 2'-0' OR 3/4"-0", 95X COMPACTION. BASE ROCK SHALL RE TO 2'OF AGGREGATE SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SUBGRADE OF STREET STRUCTURE OR 4'IN DEPTH. WHICHEVER IS GREATER. SECTION A-A, (3/4"-0') COMPACTED - PATH A MINUMUM THICKNESS OF 1/2-AND SHALL COVER ENTIRE CROSS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB. SECTION OF CONCRETE. En THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT MTH A MIN. I/2'RADIUS. 5. DRAINAGE BLOCKOUT- 3'DIAMETER PIPE: NOTES J 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3'I.D. PIPE WITH COUPLING. WITH A DEPTH OF AT LEAST ONE FOURTH GE THE CROSS SECTIONAL AREA. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE Q A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SAW CUT VERTICALLY 18'EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. I- C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 20' 2. CURB JOINT SHALL BE TROWELED PATH A MIN 1/2"RADIUS ALONG BACK OF CURB. LyJ B. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3'DIAMETER 5 DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET AND A MAXIMUM OF 3.0 FROM PROPERTY LINES. 3. EXPANSION .4 CONTRACTION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED Q SCHEDULE 40 DWV(ABS OR PVC) PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES(SEE NOTE 5 STD DETAIL NO. 126 OVER PIPE. 6. FOR SUBDIVISIONS AN '5' FOR SANITARY AND A 'D'FOR STORM DRAIN SHAL'- MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 6. FOR SUBDIVISIONS AN "5'FOR SANITARY AND A 'D"FOR STORM DRAIN SHP:L BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. DEFORMED E3 REBAR AT 12' EACH WAY. PLACE 3' CLEAR OF AGGREGATE. TIE ALL BARS. Q T. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON 'I.I 'OP OF THE CURB ABOVE THE LATERAL FOR COMMERCIAL DIRVEWAYS ONLY) crtror NCO. MOW6 ATOM Pl. NO NAM rtrcpecw m YOWL A TIEIS PS MO SCALE SO WWII flee.Fl NO SCALE LOW FAMA RL OW COT xl uNoMONO NO MALL �R CONCRETE `« ..L.. STANDARD ��a ..ox...� ,�IIN �� .xo.A..x COMMERCIAL ovc.Kn ow Ammo fIATi MP ■ emmo oc.xII I ■ wsmmrnrm are YAM . ..Ka. m ' AWIAMae Asa SIDEWALK 20 � � ...Mn>au CURB 2CJ ,Noun ^ CURB & GUTTER 126 n�...., FAX `� 1 43 0 51X.NAll.MUM ce ", i.q«`�.."'m rrr "Ai4a�°ON^" '"""""Y maovumNm roAUMr MA DRIVEWAY 14 In«. As required in Off typical sections Street Street of construction (.« plans I o ref , 1• T-cut see R 3/4' '1 B. I� R 3/4' ,i E\ Surfacing ��/note 1 \\I. I I Topsod or as 4'MIN ■ c directedMEM to T I r t' _ STORMWATER 1' -- 6' CZ � o 8 o i FACILITY MA% 3 u '4 yy E I a R 3/4' T i coi c 3' MINIMUM FOR PLANTERSR J/4" 8:1 BATTER PROPOSED 1113 g dI y_ AGAINST SIDEWNJ(S, R 3/4' ROAD SURFACE « E 18' MINIMUM OTHERWISE I 1' a x rb - a sinEo H M TN' 72' C_D 1% ' o .. a:: c"b 'al L4J O � � Q eA ? 11 ~ 3 � I VARIES ALLH GWITH I I ' 6:1 BATHER ~ - � a ,�r 0."-. Er. Q W p a x. a 4C W 6" Min bedding J1F9GNFR INFORMATION 24" Q = C' 1- below outside of 6" 6" 1. SPECIAL DESIGN CONSIDERATIONS OR STRUCTURAL REVIEW MAY BE N F- LaJ pipe bell 3/4" - 0" MIN MI REQUIRED FOR LONGER PLANTER WALL SPANS. STEEL REINFORCEMENT ~ J M crushed aggregate OR ADOTONAL CONCRETE CHECK DAMS MAY BE NEEDED FOR STABIUIY. GENERAL NOTES 1. , J LiJ LA.1 1`i • ' 2.SPECIFY ONE OF THE ABOVE PLANTER WALL OPTIONS BASED ON SITE 1. CURB EXPOSURE IS 6'.VARY STANDARD CURB ONLY AS APPROVED. O Q V 0 .=�.• ( CONDITIONS. 2 cc 2' Min Trench \!„ 2. WHEN MATCHING INTO EXISTING CURB WITH LESS THAN 6-INCHES OF CURB EXPOSURE, H W Cl- foundation - 3. MAINTAIN 1:6 BATTER FOR WALLS AND 4' MINIMUM TO TOP OF CURB. TRANSITION AT A RATE OF 1' HORIZONTAL FOR EACH 1/2"OF VERTICAL CURB H stabilization DIFFERENCE. TRANSITIONS SHALL BE DONE USING STANDARD CURB. (3 fil if required 4. IF A UNER IS USED WITH AND L-SHAPED WALL.THE WALL HEGHT MUST , - 43BE INCREASED.THREE INCHES OF CONCRETE IS REQUIRED ON ALL SIDE 3.TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% NORMAL. 0 OF THE UNER ATTACHMENT(SEE SW-360). Ce NOTE: 4.GUTTER PAN SHALL SLOPE AT ADA RAMP LOCATIONS SHALL NOT TO EXCEED 5X. II d I. 1' T-CUT FOR PIPE ONLY PROJECTS. CONSTRUCTION NOTE 5. 2-INCHES OF AGGREGATE BASE UNDER CURB UNLESS OTHERWISE SPECIFIED. mrF (] 2. JOINTS TO BE TACK AND SANDED. I. FINISH ALL EXPOSED CONCRETE SURFACES. ^ 3. 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I.1y 11 leans L1 LEl iwm.4.1 Nal wsf-I31-Irew..L I 0°� 1 T GdIx2lase 3e•Mt*of Semite RISER FRAME CONNECTION / . w��T� J I'T s bHAW madb..end p...� 2v ala w,.M J{ Yen ma. J Drab wk �' r ':v / ream .I I re.w.. .zmniw-1 I- Trani. -I - swe wee _ � E • v au.w. betlw . IrrmmtY II I 3 GE-4 30 3R H ` vos, �. GATES •see aa..a mar dr 3an.,bl rbl lSmIN fIMN[4e. f- S1 II? %'(.3!/Tv/l I'MPde WJNwr U e'm.ran_ Am __ / //yMJ{/ Fee TYPE ON tl.d Ohl .hum (l �� I 'Chun line r•I.n o o, r I ci,,At /�R" Obner landing Raa.no Z M4 n.nM S.9rae norI s,w,w 11}'iwn Wx. 'A AM 1 cams Y mesh tale m,.�w.nm -AnMwJEN* Amy 44 / 01 .. CwNa£dge Ofhevement W i Il a... w aN QN 3/a•J iris I• Iffl4 in—fa& � 0IC kSAwn On n+m O 2 w• I n-x 36 Ste eI rr2yy9rp��1Ayunuxrr (Af3YA-Ili DIA-loll Omni Owl I L yg 4-s Se 3e lie k'r ar.'•w II ( c•a ws. n-SI u u Sd S.rmjll tce O.drion R lw [wdlw Bee lmJll,A$dS b/ w 1 WITHOUT SIDEWALK p� ua'a _'I I s.eme,w Sae TnrJlllor M,rallatbn lblJla 6n Rlwr.'NmebnANSW Asvh[.M•1 w I_ :__ .�...._____� ...a.waxoe,a..on*mislead dean , -ayNy3ply ad db/ ro'x In CABINET FOUNDATION LOCATIONS i TABLE 1 .• ....1.a..mwa N{NFte ei1f li �J• Nwe-Vnlfy033e Maumee,*repf Stnert Cabinet Loutsors And hs w saanm ebn•) OW*o,q.,.2 - Ilel.rlaremenlls*wade 10 Cxs,Am,Convene e•es Ira POSTS e1040 rn�iri LAW O00 POET wmrc POETS SINGLE DOUBLE enc m.u__IVit ..r..Tar art__�IY_ESrf__ . I 6i , �F PE_ 31/1' /1 I lindlorTT RnMM JO tb.M'A!'ny Papa .,,.min wa ..a..®oaoa, rurva iwMl Mt.! 1F�llm imaJa 2WaR maaa NOTES WE AG INTIu w MS uv*i a... ......a....w'•� i.w)•'.b.•sr.. U GWL - n , 1; N/TMA%QAJOn Ser flans for Min Err Sor 4J ,•mJew.vat' •..semi.. • TIN I. mwaa nra...m•.w e..m.a hs.�.mn,•mid• The oral use I, 1 r.� _ 2..a.r am....bw.ae a.aan m.:name r.ea..w. OREGON STANDAi10 DRAWINGS - ^ n. T The;� xuelean anduse o des Cn .J a 4 s p .a... °� 1Cm u.w ran lie.a•we ma°a a lb s.m.NANA Standen iDressing.Mdb de- OflE00N STANDARD 01UWINGS 3 SX H2 t: l iB GATE can & 3 a.m.at•m.Mvao man e.awi ANA a.. 1.a band wsa sigma.erroaenre..IN n OmMRae syiwdmm..am.wean ! pp .H.Mb..a b,a slryt aw make..aline wer ate name e J_ n CONTROLLER CABINETd ,� ,� ,� S a.fro.wawa Masa.a Rearm see Table I. general*aenpaeengine., CHAIN LINK FENCE I •Twl* IT..F I .� vnN.aryacrepeaevil's. SERVICE CABINET- p sends la. Isdws Md+N 12 x xa srm.., ..r:anon.:ml,lmn w rat nm,ewn.mm•a in9 wincipks JN>rx2kee. �. FOUNDATON DETAILS Q p M n% ,u IV ,N In xN x aMNlUnrla atal•Naas. N Me sde nspenS/NLey 0/ '_, is soh ref9W,sebeth9d CL SbCl 5l1 Ifj R At COors PM M a.arwU Yl.rmea l,� I n•`rr �• )M 13 13aw>6 • )12 Ma Se camvertial Me uSerJMSo,,o Inot oq. p1I _mg r the us,and fMUN ix.fie W os ^n A 6 G '1' laeaull x2 Ow 3l eY A S. CMII b.1#mMWmron Wage be*alai finish. • rssevaw ISMS •,r' .r n '` esed*NNm consulting MIIaK•nw Q GA Ia IK xY 2 a.le !N xK the user consult*n9J N. „tar 1 a Cann lmlMrc MMlma a be aula AAA vans shall be s RegisterM'401330ml rn- Re9islew,Professional en- a'iI .0444INiYwrwatlxroab Meta a0rf ael.t�ndl��u-u,a-IOAa-In•dN wen..N mlan.w ad MN at a..w.a....n ins»•ba Nava mall Oat. BASE MOUNTED SERVICE CABINET FOUNDATION CONTROLLER CABINET FOUNDATION DETAILS 9ime, .l >RN 9.s...W..ens Grew.a m..n. rWM331X LI,334 IMMO CMlneol Effective Date:December 1,2019-May 31,2020 gals T74482 a Effective Date:December 1,2019- May 31,2020 0 Q O ce O a— f- CU � 2 3 g ' 1•- U LaJ Lae —, O CI w p Li C.D N L+.I Z I— W F- J W M 0300 x ct I3w °a • C) NI— - NI Dar F DRAWING NO: D3 24 of 47 LOCATE NNW MM CO.O YAwgF FRAME D 11211 1 ANO C 1 T , SF�� STD DRAIN=N0.121E IR illiiiiiir'N LEAST1r INOREM NocAN •.FF" NOTESJOINT DETAIL �� z ALL PRE-CAST MANHOLE SECTIONS SHALL Y FAMCYMERFP I� u L COIFCBY 1D THE REQUIREMENTS O ASTM •�FF�iiF�ii� ], )III, - C-178 AND APPLICABLE PRONSICNS OF % A ,��,�:._ ' STANDARD DRAMNG N0.010. N:�i \\\ / M _ NE I AEIRMI1 11C4 100 f- 11P 2s' MARL ES' I EXPIRES:T2/31/21 \11114111111111101111STANDARD FRAME MD COVER OR yx)pM rM91 OIAWEl m IIINOW,Y 9[li x IE*M•A WORHI zr TAW WATERTIGHT FRAME AND COMF.SI s/1 L4RnWL 50011[F M2. NIA CASKET 4I TOP OF OF Sld sm.MAMMO NO.110.120.pI,Sa - F- ro TOR a usTerc1 �_ � MTERTIGHT SEAL WPM g /ST MAK M Ndl-LtlxM fi'MI4. �. S' _ NON-$NENNO GROUT USNO mom-9hMNG N.A•.��GROIT \ SWT - ' NOTES, �'�. I ..srRucT W,wu AxD SEE CRAYON 030. k �E ONN1E PoN6(Y.I.DIt 6� MIN IC 511EIF M FAD %C ) I. ALL PRE-CAST MAMNLE SECTIONS SHALL COKGM TO L 1 PRE , CONSTRUCT Y THE REWIRFYEIRS Cr ASIY C-1"A _ _ XM 9NHt tYl(IUTN } �' CHANNEL.VOW 2. SEE STD DRAWN 020 FOR POURED IN PLACE CONCRETE ry.':L E---1 rip,SHELF w ,L... SWOP TRASH CHAPEL - CO YNNUE BASE CY•- ...I r0 NEE IERTCK XBWTx ALL JCNTS NID RUBBER GA9EIS SHALL CONFORM TO MOW E CB& \ sWOF➢Bfll fi NPE PPEilln Ce TIE REQUIEIIEINTS OF AstY C-wx .•�'[ \IR' *515 Y d' MATEi k - COPACTED BABE MATERIAL PPE qp y 1. NJ.PIPE CONNECTION m Y.WIOE SHALL BE FITTING • IL. .t 6 WME0INNT. MANHOLE SECANT _ EI _ ` y S. PPE a]NNECTIOIS[f 21•nR GREATER sx.Vl REORFf A ii - - (NAIB1IE^•-a9 I e Iz'-C 0(CI : r ; y j- b'IRLIW W S S2'IS CMACOO ` '' I B Y CONEwmccr�aO1""R'¢Fw a YORE MA.UIEE SHALL PVC SANDED BELLBT'SEROC(YNNHOE STEPS SEE , 5'NINIMIN MMilli 1 6'uIN. SE REQUIRE A YANIOE NKCMM.WO CHANNEL CETAL STO DRAWING N0.100 S•WIV.N . •p]; ' ]: -• T. PRONCE A MMMM or 0'OF INTACT(UNOSTIWB 0) l SMOOTH FINISH COMPEL : n1 _ d-,-1 MAMIOE WALL BETWEEN PPE BREAKOUTS AS MEASURED "TILL"8 ON THE NODE FACE Cc THE YUNOE. - _ 42 DETAIL"A• Cl%FE.4 VERTICAL HHGT MO-1-t L Y _ .F < O B. BREAKOUT OF WAIL FoR PPE SHALL HE Y LANNON AND - - TTAME$$ N,ERNK '}''4~I FLAT TOP 2: KJ .'ANEMONE CLEAR Or PPE WAIL _ PPE B'WILAJM OVERLAP. STEEL B ..• , �,O< O 0. TYB SETAE LIMITED 10 MAXIMAL INTUECR DROP U IY I ( SNOOTH FINISH CHANNEL r0 Z FOE sINT.Nr CONNECTION NC tl'roil sIDRY _ 3/1 VERnuL HEIGHT OF Z p INTERCEPT r • . WANK PIPE NMEGnW. WNNEL ARO NTH lif w If SCENE Ix FIELD PIPE 10.WATERITNTRAMPEM PROOF MANHOLE FRAYS AND _ - IY SIRE M F6D .'. Y uNuuu OF T;'-D' COVER SHALL BE USED N ALL EASEMENT AND CPr r wMM COMMIE 4. STREET AREAS SE SID MARINO 130. COMPACTED BASE RELY[ BQ]ES n.ALL iIXIs.WO RUBBER CASKETS SHALL CONfxNI TO TAW - ONNECTO REOJIEMENTS OF A5111 o-MJ. ETE cWNELTCR 1.Au.FONTS 4O RUER W5(ETs WAu mEWI ro 1HE IIEONRFYFHTs O ws1Y c-ux - = ROC 2.Au IOU TOE SEC1O6 WALL OMRD: 15 THE REE STD DRANK O ASTM C-ne AND �� APP1C1$E PRONSOIS OF sTAxDARO MAHN0.E SEE STD pRANNc x0.DID F/V / 1 •..1r O'k'-a' 1 STEPS REWIRED ON Fur TOR WNHOES O®fll THIN AY FROM DHI$IIEO GRADE TO LE J ®._ NOTES .,:•.0 ..,:... COIPACiFD BASE ROC( )JUT MOFSAAINO GROUT - . yy�TH ns&1 I.ALL MANNEE SECTIONS SHALL CONFORM TO THE RE UPBEATS OF KOR-N BOOT tk I x 'i4.. SMOOTH NI mw,C-NS AM AJAR, PRONSWS LE STANDARD MANHOLE. O 1.4E BRAYING Pb ECG WAlDlnar MNtlIOE NMECnOIi Q P' H/•VERTICAL CRANING NO.OLIO S ALL YFMIOL FLAT TOPS SOUL COFO M 10 ASIR C-NB AND ARE MOONED TO MEET Q Ir NEAP O'Tr-r COMPACTED •''"+ i \-�V EMIT OF 2.ALL POURED N PLACE CONCRETE SHALL HAVE A m DAY STRENGTH H-20 1RARIC LOADING W WE YAIBII& PIPE OF MOO PS NO A SLUMP OF r TO I'. STANDARD MANHOLE CleanWatrEr SRwices MANHOLE BASE aeanWatereE� Service MANHOLE CONNECTIONS G1eaz1WAlber SeEv;ces FLAT TOP MANHOLE CleanWaterr Services J DRAPING NO. 010 REVISED 12-18 DRAWING NO. 020 REVISED 11-16 DRAWING NO. 030 REVISED 12-16 DRAWING NO. 050 RENSFn 10-31-18 - BEEHIVE MATE (SEE DErNL BELOW) 777 CARE ROPE MANACLE FRAME - - (SEE NOTE S) (SEE DETAIL BELOW) 1'FIAT FAZE LETTERING SPECS):Rim EILPATON EPO%Y WAHINE FRAME CT IwE CAST k'FARLAL (RECESSED FLUSH) _ TO STANDARD REINFORCED FRAFE CA HOES(2)SANITARY TOT CF STORIIMAIEA F O y, -}� �(� rnrIWETE PPE,11A55 III I- ♦ t1 COVER ONLY / FACl1TY TOPSOIL (1�l CV lot; / 1-Vr h� 1100 O 11rrNI2onE .• iN/16 44.•/'/Y�41. ., . (mom N (SEE NOTEalj wZ„� 10•1 1a• N �' MATERIALS: F i 11�I�% 1�,11/, .. bro. Ai COYam/ .- :41- Lmil /�' /1.4 _( 1111,< FT, o PLASM 11/O/ �ItO II Il• M �� 1D-SH' NEST CONi01RM WIIN ASIM 11"/11 /11111> �, PERFORATED ORMH PIPE tY r� BAR MIMMUM 1/2'ERADEC-478.STEEL 080. /T 6:6. O . .6'/• +>` ' CONNECT TO xl ROPE TO DRAIN as r .,,a.: k g n ,-... ' ` MEETING 615 ENCAPSULATED TE w .AIAI6It7i7/1�1A1 p ®j �� -` T AS1M A-6t5 ENCAPSUUTEO L _ MTH INJECTION MOLDED 11q�' COPOLYMER POLYPROPYLENE COVER TOP k' k' "••_IR,'• • SAS SHOWN _ COPOLYMER POLYPROPYLENE PLASTIC MTH SERRATED SURFACES. z z 3'OW P9 NM COVER TOP COVER BACK 1 E 1E ,/Y CRAM SO REINFORCEMENT N-L�' f3Ar iV 1•.11 w• U I-,FEN'J La.1 1.AU_STEPS SHALL CONFORM TO I zs '-11 1 RFFHIVF CRATF »w I-CI LI-I C AVM5-3/C THE REQUIREMENTS OF AM _17 "' NSW OW - 115W 2.MANHOLE STEPS MUST BE -,,j{� !`� 5 1 III. +r 1l 1 I F W-1 Z III I I ,II_- DpIT MID FIRMLY EMBEDDED. - 1F ' �1_ �I F-1B 1N,-1 N Z LaJ 3.ALL STEPS WITHIN A MANHFILE t E' r A'� es ��' nvL•J ~ J i SHALL BE OF THE SAME ELL J W 7 DESIGN,TYPE, AND SIZE. (MIMING OF UNMATCHED STEPS - PNG Q U > IS NOT PERMITTED), I 21-1T ROW r _ 0 R' -"dam Y.STEPS ADJUSTED OR ADDED 110a ' 1- U W �1II I I, �` SHALL BE EPDXIED IN HOLES SECTION VIEW U N FA- m THAT ARE FREE Cr MOISTURE avr DN - AND DEBRIS. (EPDXY TO MEET NeTEs , . ASTIR C81313 NOTES SECTION VIEW I. SECURE CRATE IN PLACE'MTV 6A'Cl MRE ROPE LOOP ENDS OF MIME ROPE AROUND U-BOLT AND I. SUBURBAN PIPE FOR USE IN TRAFFlC AREAS OF LOCAL AND HI ARTERIALRH000 STREETS IRATE CPoYP EACH END Cl CANE ROPE NTH Y OLERIAP. 2. STANDARD TYPE FOR USE TRAFFIC AREAS CF COLLECTOR D STREETS T PI 3. CONE AND FRAME SHALL BE GRAY CAST IRON AS111 A-M CLASS 30. 2. DRILL 2'DEEP HOLE INTO PIPE AND(PORT N REBM U-BOLT(CS 4')IN HOES, II Ail 5-3//pp FOR PLASTIC A. COVER AND FRAME TO BE MACNNED TO A TRUE BEARING NL AROUND. 3. GRATE TO BE CAST IRON,ASIR A16 CL30. _ / SAFETY STEP 5. 1 1/2"WINOS F IN LO FOR EFTNC HOOK. a. SZE PILO BASED ON 5. WIRE ROPE BETWEEN IX-VWTED ROMS OAMOFRAND MANUFACTURERS ASH STEEL,]STRANDS OATEN MIRES. �I SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. r.7 SUBURBAN AND STANDARD F" MANHOLE STEP Cleanwate services MANHOLE FRAME AND COVER ae,„,wal r seiv;ces STORM WATER MANHOLE LIDaeanWaterServices BEEHIVE INLETaeanWaterirServices DRAWING NO: DRAPING NO. 100 REVISED 12-16 DRAWING NO. 110 SANITARY REVISED 02-17 DRAWING NO. 120 REVISED 12-06 DRAWING NO. 105 RASED 10-31-18 D4 25 OF 47 GR G PERFORATED PIPE MANIFOLD PROFILE STORMWATER FACILITY QL FOR MEDIUM "�i1 L DIAMETER BEE.EVs 1E SOEFLI� a I 1 ° ° FURNISH IMPORTED BLENDED SOL FOR ALL VEGETATED LDA FACUTIES CONFORMING TO THE FOLLOWS .G D�T� • GENERAL COMO.3TKM-USE MATERIAL THAT T ANY BLEND OF LOAMY SOIL SAND.AID COMPOST THAT T OLEEIOII PER MAL NO.405 7 NOTO1.4•M. r° IF a dNERII BmE1F STILE VINES ° SDENLK MANAGE 1 ,yJ OVERFLOW TO AF40A COMPOST ON VOLUME)AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. OEIROI PEN DEUS Na 7S NOIC.4 M. ° e CdL(yµpj: • ANALYSIS REOYIAENITS FOR THE RENTED or L / 11, PARTIUE CONDUCTED IN -A SIEVE ANALISS OF THE BLENDED MAIENA.NOT*ELUDING COMPOST,SILL BE } CONDUCTED IN CONFORMANCE VAN N AST/0117/CI36.AASXTO T11/T1T,ASTI 04I2/01140,OR ASN ♦ ' j _ •_ 1 IIIYRN DR W / MAT GUfi 11111RE] '_t ,t . D69Ia THE AR.1Ll9s THE pILl110E THE FOLONING MEWSITU gII E I PIFH,3//e6 NON.N.BWtt D.//i2oo BW �. -z-i/Y I • ,' .PEIFCRMED PORN PPF a / pR WIS PER INET STRUCTURE M F •' , ' L /80. /IM.FZM. NE GRADATION a THE BLEND SHALL MEET THHE FILL MG GRADATW CRITERIA / a SPLASH ROM 6- • • - d 1�'�`��ER =: s,='. �' - INNIHN e a C SIN.AROM �� a .• / {-I/2•-z 1/Y SRASH ,`ea v i E. PDFMAIFD DRAIN PIPE /• �I - •/• ROM 6'MIA AnouND_ •. DEW SIZE PERCENT PASSING .'Lfr�a a -S1N/L1lElE 2YR • . _ . •. I NCH 100 TOO • �E� • a a %' _� W .. 17C�• ✓ 91NICTEE.•IYP nail ' TI `r MOWING MEOW /400 10 20 00 CUTS HNTYWW.T1 \ OS& .♦ 4OUTTS MORN S �. / �.' A °• ° 4• ^ 'EXPIRES:12/31/21 ` /ILO IF40 CUT W19 PER MET ..-A` a OJT Wtt PER NET M S./ - �. • •'• Y c' `/ s A W I ..�.- _ /1N 10-So SIPIICTIRE M '{�ti' •• S1NICIIIRE M 8 •A / ) d e s IEOSARY.(EEE NOTE 3) ° \ ; ` o U ._1 CHOKER COURSE • THE TOLL BE SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES I .. v... M N -"�- ° ^ Al _ • • O U • IT SHILL BE N.TL MIXED ARO MD(AOIS L. • IT SHALL BE FREE OF WLXD PEGES,PLASTIC,MD OTHER FMOGN MATTER. • - • . - I'e \�• Y • DRAM ROCK . IT SHALL HAVE NO VISIBLE SAFE NAM • TRAPPED CAId rC • • I• 7 7 . • ME PH(POWER OF HYDROGEN)G ME BLENDED MATERIAL SHALL BE TESTED AND BE BETWEEN 6 TO 8 • BASH.NYLOPLAST - OEGN DAA1.AS . �•'. ' Kr ]9.• •• � PE� SEE NE 755 • Yy M APPNOVFD NECE65AR'F.(SE NONE n A m SoPo oPoo ooPa oaaooi COMPOST ' A� EW.L z MXa THE COMPOST SHALL BE(ERRED FROM RANT MATERIAL AND PRONOEB BY A MEMBER CF THE US COPOSdG SEE ORATING 407 A P COUNCIL SEAL OF iESTNO ASSURANCE(STA)PROGRAM.SEE WAW.COiPOSTNGCWNCILORO FOE A UST OF LOCAL SEE d*1005 p - .I 4-EXPOSED MIL WATERTNNT SEAL. .NtlB01CTM TREATY NT CI 00 >NEIN PER JO'MN BOTTOM HALF-NO HOLES J OUTLET TO APPROVED PRONDERS MEET T ST ,FREEFOLLOWING CRITERIA ET REPORTEDDS. BY TAB E I COMREG OXYGEN C COPPTI TEMO 0 DATA OqT II: --HYMN PE_I-YIA�XJ1 - 18'41N.QOMING MEgUN =-W � I , _ � A-�•�8'� 4'EXPOSED M1. PENMAIED Cd1ELMl CdVEYAVCE ITEM 2 MN.FREEBOARD T6. SDEWLK TANNAGE NOUN SEE CRAVING/030 { 1 illU PIPE RIDING LENGTH M ME COMPOST SHALL fE THE RESULT CF TIE NOLOOLAL CEGRADATd AND TRANSFORMATION CF PLAIT-DERIVED T)LOWEST IE N 4'YIN.P(ND DEPM I6 MAX SIDEWALK DRAINAGE 990. { FACILITY MATEIALS UNDER CONDITIONS DESIGNED 10 PROMOTE AEROBIC OECOMPOUTON.THE MATERIAL SHALL BE FELL `_S I1 1D LOWEST LE N NOTN 1 GEN RAIO FREE O'VIABLE W®5®S AVIS STABLE NWf REGARD TO 0CECONSUMPTION End AND CARBON ALL �� BI- MENTPTHE F. GAPOST IA AS HAVE VISIBLE FREE WATER AND PRWUCE 51 MAST ONCOST 1 CTINCA1 IT WALL ViJL • ,LL iL d5 �, 4�Q PROVIDED BY THE VENDOR. USIA II y IIII 4'MIN POND DEP040 00 IIJ4 II N-R II I.. II .'- r DEEP 0/4.-VT-)°EAR - R ' •Yj TOOT a F T MATERIAL MIST PASS THROUGH A MIN.IRON SCREEN. "-F-• •W F • aim CRUSHED GRAIN ROTA ry 9� r It YIN.MOWNC*EDAM PIPING NONE$; NE PH CF THE NEWT IL PHAl1 BE BETWEEN 8 MIN.AND 1 MAIL P•11/ •1/./ 15'DEEP(1-1/2--3/4') ,� 3'DEEP(3/4--1/4•) r MUWFACNRED INERT MATERIAL(PLASTIC.CONCRETE CERAMICS METAL ETC.)SHALL BE LESS NAN I.M BY _ pEAN CRIlSNED MAN'RWx CLEAN CRUSHED MAN ROCK 1e i E FOR PRIVATE PROPERTY,PIPING MUST BE CAST IRO,ABS Sd40,M PVC SOHN). THREE-INCH PIPE IS NE 00 v�\� I IS DEEP(1-1/Y-3/41 r 2 _- REWIRED FOR FA(LTES DRAWING UP TO T,500 SNARE FEET Cr IMPERVIOUS AREA: OTHERWISE 4-NCH NE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 706(DRY NOWT BASS). '� �� •r 44 '4` \' CLEAN CRUSHED MAN ROCK PIPE MINIMUM IS REWIRED.PIPING INSTALLATION AD MENG MUST FOLLOW CURRENT UNIFORM PLANT° SOLUBLE SALT CONTENT SHAG BE LESS NM 8.0 ETHOS/CAL. PERFORATED MAIN PPE,B'TIP. G A 11 COTE. MATURITY INDICATOR SILL BE GREATER THAN 801 FOR GEMINATION AND MGM. Di= SECTION A-A SEE NOTE 6 -- PERFORATED MAN PPE.6•M. i < tXE STARLIT SHALL BE'STAYS TO WRY STABLE'. SEE NOTE 7 0 < FOR P0BUC FACILITES.6-INCH M 8-INCH AST 13034 SOT 35 PVC PIPE AND PERFORATED PIPE ARE EN(CM)RATIO SHALL BE LESS THAN 2S:i. I. THIS DETAIL REPRESENTS A FLOW THROUGH PLANTER NTH FULL LENGTH CONCRETE WALLS AND �6 REWIRED. TRACE METALS VEST RESULT•MASS' KIM: SECTION A-A 0 FLOOR.FOR INFILTRATION PLANTER CONCRETE WALLS W/FOOTNG WEE BE REQUIRED AS SHOWN ON DRAWING(J50. I. INS DETAL REPRESENTS AN INFILTRATOR PLANTER NTH CONCRETE WALLS W/POOTINGS. FOR FLOW g a I CONSTRUCTION 2. WALL•S STRUCTURAL DESIGN AND DWENSIONS DETERMINE)BY ENGINEER. THMWON PLANTER.CONCRETE WALLS AND ROOM WILL BE REWIRED AS SHOWN ON ORATING n4S �� STORMINIER FAWN MOWN°TEDIUM 3. PROVIDE PROTECTION FROM ALL WHOLE TRAFFIC,EQUIPMENT STAGING,GOLD FOOT TRAFFIC IN PROPOSED 2. WALL'S STRUCTURAL DES CH AND OMENSONS DETERMINED BY ENGINEER. • PROTECTION CIF NE SOIL-ME MATERIAL SHALL BE PROTECTED FROM ALL SOURCES CF CONTAMINATION. FACILITY AREAS PRIOR TO,DURING,MID AFTER CONSTRUCTION. 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC.EWIPIAENT STALING,AND FOOT TRAFFIC IN PROPOSED INCLUDING WEED SEEDS,NEE AT IE SUPPLER,IN CONVEYANCE GOLD AT TIEI PROECT SITE. A TOEWAIN ELEVATION MUST BE SET ABOVE 01E0(DAM MID INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW FACUTY AREAS PRIOR TO,DURING,AND AFTER CONSTRICTION 1. BRANCH SPACING MID NUMBER M BRANCHES TO BE CALCULATED BASED ON STOW FLOWS FROM • NET AND ATTER CONCOCTS-HAULING AND PLACEMENT R NE MATERIAL NIL ROT BE ALLOWED WEN THE TO MAN TO SINLLT M PIPED OVERFLOW SYSTEM AS APPLICABLE. ♦. TOSTERNA IN ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/W1LET ELEVATORS TO ALLOW OVERFLOW IMPERVIOUS AREA BEING TREATED. MEANER IS TOO MET OR NE MOUND IS FROZEN OR SATURATED AS DETERMINED BY THE WATERS 5. PLANTER SHALL PE FLAT BOTTOM IN ALL DIRECTIONS TO VANN I INCH.CHECK DAMS STALL BE PLACED TO MAN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE - 2. NO TREES M DEEP ROOTED VEGETATION OWN PIPING. REPRESENTATIVE. ACCORDINGSTREET90 TO INDIVIDUAL PROECL PLANS PER DETAIL 406.PROVIDE 2'MN FREEBOARD. 5. PLANTER ACCORDING SHALL BE FLAT BOTTOM IN AU.DIRECTIONS TO MINN 1 INCH.BECK DAMS SHALL BE PLACED - 3. GRADE SUBGANTE S E TO PROVIDE MANIFOLD YA POSITIVE ORMNAF • PLALIFT SHALL OF AT SOIL-PLACE Till MATERIAL IN LOOSE SCA LIFTS,NOT TO EXCEED NCIES EACH AND EACH 6. %DE CURB NOTCHES TO BE LOCATED AS CENTRED d PROJECT PLANS. TO INDIVIDUAL PROJECT PLANS PER DETAIL J62.PROVIDE Y MN FREEBOARD. A CONVEYANCE RED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. UT SHALL BE COMPACTED NTH A WRIER-BLED LANDSCAPE ROLLER.DO NOT OTEANSE YEdNRCLLY COMPACT M MATERIAL J. SIDEWALK ALL CUPS NOTCH.AL LONER THAN SIDEWALK,SLOPED TO FAAUTY.SIDEWALK DRAINAGE NOTCHES 6. STREET SIDE CURB NOTCHES TO RE LOCATED ASA!WRITHED PROJECT PLANS. 5. DETENTION OF EEWMFD)VOLUME BASED DEPTH OF BRAN ROCK RESERVOIR LAYER AND POSITION PINT OF,FTPLANT INSTALLATION-WEATHER PERMITTNG AS INPPOVER SIGN A PLANTS AS SOON AS RFL ALUM WIN SIDEWALK TORF CONTRACTION S JOINTS AND LOW POSTS. 7. SDEWLK CURB NOTCH: I•LONER THAN JOINTS AND LOW TO FACILITY.4DEWNN DRAINAGE NOTCHES M AlOSMAN D SAME THE MAN LIGHTROCK LATER. • POSSIBLE,•FTER RACING ARA Y GRADING THE NTR IN ORDER TO MINIMIZE 0 1009d AND FURTHER COMPACTION.T18. PERFORATED PIPE IN FLOW TROUGH H FADUT BOTTOM OF PIPE STALL BE SET AT 2 RO ABOVEOFDRAIN ROCKE. PEAL ALIGN NTH NI UNNX CONTRACTION JOINTS OFO LOW POINTS. _ J 6. FITTINGS TO DE MATERIAL AS PERFORATED PIPE. • MEASURES CONTROL-TEMPORARY EROSION CONTROL MEASURES ME REWIRED UNIT PERMANENT STABILIZATION PERFORATED PIPE IN TEWd FApUTIE3: BOTTOM OF PIPE SHALL BE SET AT BASE OF RDA( 8. PERFORATED PIPE IN UNLINED CILIT SES BOTTOMTOMO OF PIPE SHALL BE AT 2 1 2 ABOVE ODE LAYER E. 7. PIPE SECTIONS EXPOSED i0 SUNIAIT SHALL BE G MATERIAL NOT SUBJECT TO DEGRADATION FROM / Q THE EFFECTS OF SUNLIGHT. POTECT ARE THECIdAL UDR. PERFAAtED PIPE N LIES. FA MAY U BOTTOM S PIPE SHALL BE SET AT BASE DRAIN REa(LAIER • PROTECTIONQUNIArOF THEICINSTALLED SEE T R ALL CF.INSTALL NE PIEMPOR Y F N N YATRIA FROM AST M g, H RISDI TI UIUTY TOLES.M ANY UTUTY BOXES ARCED NNIN PLANIFF MUST BE APPROVED BT 9. HYDRANTS VTUTY ROES M ANY UTUTY BOXES MCm NTXN PVNIER MAST BE APFROVID BY KEEP WOK RS,PE ESI AN,AN WAND RUNOFF. OF TEMPORARY FENCING M WALKWAYS AS NEEDED TO JURISDICTION IN VOTING. AEISODE ELEVATIONS N WTRInxG. M KdSIAND EQUIF TRIAH4,AND ON TTO CF M NE ALLA ORTOER NO a[UMIINCES 91OIlD IT..ACTUAL NATELEVATIONS AID EAM BA H IS LUCEED RS IMERE d POLLOW. PINS. 11..ENSURE ADO AND DIMENSIONS TOBASIN BE CONSTRUCTED AS EMERGENCY O RFLOW PUNS W MATERIALS AND EOLWNIENI DE STORED d TOP G NE INSTALLATION AREA. 11. ENSURE THAT A DOWNSTREAM CATCH BASH IS II PLACE FOR EMERGENCY OVERFLOW. 11.ENSURE THAT A DOwS1REAY CATCH BASIN IS IN PAGE FOR E4ERCEHCY OVERFLOW. Q IUM SIDE ANTER T SIDE PLANTER >-- PERFORATED PIPE DETAILS CkanNi✓LIrx Services GROWING VEGETATED FACILITIES (]eanW�rriSavioee WITHOUTT STREET LPARK PARKING CleanWakr Servi es WITH ESTREET PARKING aeanWater'Savices ~ DRAWING NO. 740 REARED 10-31-11 DRAWERG NO. 742 REVISED 10-31-19 DRAWING NO. 745 REMSED 10-31-19 DRAWING No. 750 NEWSED 1O-3T-19 - 8- 1C F/• 6' CO X 8.2 CHANNEL " I- � B� D ENERGY DISSPAIER ////// MATCH HART P OF CURB ( +i �6. illMAIM Pop( / GUTTER .:- K. MANHOLE U0 AS APPROVED A / / GUTTER A O X U owe& P {J.y�y, 8•� ' {it , • �I M_-i DISSIPATION PAD AMA A YE6 Wa ! 1 j 6• / 1 `+ WWI P INN \ FACE a CURB A • . (4-1/z' 2-1 1T� . 04 o A ►STREET SHNII411-41110 ` ////�/I. . ,,Il A a DNe a aF Mae4 . !r5n"P "a"}/Ly_�� • ' • . • i < oTAPER® 4r '-STREET 1%04 gu �'. a - E z I IY YMWM �� SWIM AAA jSP4LSN PAD G.1 I' ,j QUEUE SEE NOTE H DEPRESSED CURER Y . a a . . }Vco r{�! (( 4r r.,s'I AT OPENING I • a .a -. • a L U m RA DFDRESSED MATTER Y I _ /z•PRE BOXED a a a Al W A PETAL INLET ASSEMBLY L.- 38 42 38• EIPANSM ANT B� • V/ O •- a P• :. ��G�[ 6• Ai OPEMNO / B PENNED ON HqI TRAFFIC FUE1(MJ ef STREETS SPLICE N B A META NUT ASSEMBLY A A MINIMUMt2'OVERLAP TM 1{' REQUIRE)REQUIRE)ON HIGH TRAFFIC STREETS 1. TIPICAL 3 PLACES GUTTER Ae1 IV CUR I 12--1 t ' .I"1 ISOMETRIC CURB CUT OUT BOTTOM FACE O SEE MOTE ISOMETRIC CURB CUT OUT / PLAN VIEW �I Ira•no N.T.S. • A I I I- ♦f'-2 R'RIVER ROOM(.B'DEEP 3'MN W PLAN CURB CUT OUT PLAN CURB CUT OUT DE X 8.2 CHANNEL RAIL(M.) PACE 6P SPLASH PAD • ' •• 4 W N.T.S. R-3 4' MATCH OP 6 CURB CNN 3Y O GUTTER(C) `` v,.. GUTTER(G) PAWN EL FlL1ER FABRIC.EXTENDING TO / �p •Y a"'O'•' T,;,.I �1/4'PER FT SLOPE -6*........ 1 1. • ., , MORN!. 0 1-‘1 6-- Q -EAT/ENT/PONONG AREA - , ®I .0 CURET TO V l'IJ STREET SWEET 0 ■ suLE/Punrtn 7 \ ri tr (� { �� ! :°.°p _-- DIPA M SP A9 PADN. 7\� W Ham. T•:4WIT ...y222,_ y: .° -....:=.. • SEE ROTE RI y`�`Q V •O.. • - N • r e• -$� TAPERED R UEr TC FAT CURB A0Y •• .��'• :.eOwa� TAPERED AT 0101 FACE �Y I/Y N C-•. SST 3P ' • ` ~ J W �: cameo 3/4'-0 DRAIN ROOMS MOM B ►YV 3'MIN � _ LLL .< W SECTION A-A 3/4'-0 MAIN ROM IC_F4• JT SECTION A-A / O V > 3'DEEP TYPICAL VIEW A-A Y DEEP TYRCAL MN) PERSPECTIVE VIEW ---- � /// NON-SNOUT *CEPSTREET CURB OPENING DETAIL SHOWING DEPRESSED 4'DIAMETER ON SECTION B-B _ a_ 90305 GUTTER AT CURB INLET SEE NO SPACING. I- ?l W SEE NOTE 1 I. INFLOW STRUCTURE PER LOCAL JURSOICMW. CURB WT CUTS NOT ALLOWED ON WASHNOTON COUNTY 162.1E£ SECTION A-A ROADS-USE MODIFIED CG-30 SEE DETAL 755.FOR INLET STRUCTURE. 1. INFLOW STRUCTURE PER LOCAL JUNSUCTION. tl0lES NOTE( 9 ❑€ 2. INFLOW STRUCTURE-CURB OUT B WI T SHALL HAW NMU1 DROP Y AT THE FLOW UNE LEADING TO THE 2. INFLOW STRUCTURE-CURB OCT OUT T SHALL HAVE YL 2-DROP AT THE FLOW LINE LEADING TO THE SPLASH PAD,SEE DETAIL. SPLASH PAD,SEE DETAIL I. INSTALL STRUCTURE ON MINIMUM OF r OF 3/4•TO 0'COMPACTED BASE MATERIAL I. WEEP HOLES IC BE PLACED VAN N MLAYER. Of AN ROCK TOPME HOE TO BE J. ENERGY DISSIPATER DRAW IX:RO ROD(92E 4-1/2'l/O'-2-I/2'OR SIZED BY DESIGN IIiLO'W. PLACE 1 CURS PROFILELOCAL E P IINSOCTd. SAME ELEVATION AS NE TOP OF MAN ROC(LAYER.ON LOW EST SIDE OF DECK DAM. f.Y ROO(6'DEEP BENNO SPLASH PAD. 4. CURB CUT CUT TO MATCH INLET M EN ATE DIMENSION. 2 INSTAL ENERGY DISSIPATER/SPLASHPAD AT WTFAL OF STRUCTURE. II 4. CURB PROVE PER LOCAL JURISDICTION 1 FOUR 5101 DIAMETER CUT M T TS,YIMM 3 CUT ours MALY SPACED PER INLET STRUCTURE.TYPICAL 2. YNNUY Y RERAN EMBEDMENT FOR CURB AND PLATTER MALL 5. ENSURE THAT DOWNSTREAM CATCHBASINS ARE N PLACE FOR HIGH FLOW CdNVETANCE 3. CHECK DAM SPAEND SELL PROVIDE A MINIMUM Cr 2.FREEBOARD,AND AN 18' Q YAXIIIUY ORIN FRO1 ANY ADJACENT CURB TO TOP OF FACILITY MORINC MEDIUM. f•1 NE �CURB CUT OUT CURB CUT OUT TOP RAIL MODIFIED CG-30 INLET CONCRETE CHECK DAM F•- �anW Services �nW WITH SUMP �nW�r UeanWMtes Services DRAWING NO: DRAWING NO. 752 REVISED 10-31-19 DRAWING NO. 753 RIMMED 10-31-19 DRAWING NO. 755 REVISED 1D-31-19 DRAWING NO. 762 REVISED 10-31-10 D5 26 OF 47 913) OUTSIDE OF WITHIN OUTSIDE PAVEMENT WHIN PAVEMENT 12"BEHIND SIDEWALK A.PAVEMENT PAVDAENT OR BEHUB WUREN NOIND SIDEWALKCR PROVIDE VALVE OPERATING 16' CAST .RON 910 BOX I NUT EXTENSION SEE DETAIL W505 IA ' 3 2'CRT 1/2' tYX30'XT2"ROTOCAST METER BOX �;Y .v METER W/17 X30 ROTOCAST LID W/TQUCHREAO HOLE 1B"CAST IRON 910 BOX . h11Nl3+ y17s PROVIDE 2$BY P4"THICK AO(SEE E4�E 4) LM�j///// FINISHED GRADE ��--��` •,1 •i', �� F .. n �E%PIKES:12/31/21 HAND TAMP BACKFlLL ••' .■ .ALA.'-'' F AROUND TOP SECTIONEll B'MIN. 2. ` , .- �� 2'MAK I• " ' . /�']�114 is... ,•.•lit j_ M�'1C® 2•FIG X COMPRESSION ANGLE l♦ wf �/ STOP(FITS 1 1/2' APPLICATIONS) } Y maa 6'ASTM 3034 PVC __ HANG TAMP BACKFKL MJ% TAPPED co 0 AROUND TOP SECTION i 2" TEE CO > i 2' TYPE"K" OPERATING NUT EXTENSION ] g-ASTM 30J1 PIPE COPPER PIPE _ ■ 11 (SEE DOTAL NO. 'AS) ��BOTTOM SECTION 1 BUTTERFLY VALVE To IN ENDS AS SPECIFIED all NIIMIr IL.-._ z _ MAIN UNE ,Ti- S COPPER BENDS I ? 1111 1111 I AS NEEDED L 2" MIPT X COMPRESSION CORP i Z �1111 1111, .N.,j�y�•� ice•�•�•i . _ .-5 �'�'�'�'�' �' •OBEs �•f0�ek/A/`/4/4:*Vti3O�/ '4 M 0 NOTES: i�!!i��i`!i��i`�` ` N ''' ' GEAR OPERATOR i o o$ I)VALVE BOX NOT TO REST I)VALVE BOX NOT TO REST ON OPERATING ASSEMBLY. ON OPERA XT ASSEMBLY. NUT EXTENSION 2)OPERATOR EXTENSION T 2)REQUIREDGAHEN VALVE NUT T 1.METERCONTRACTOR LOCATIONS.INSTALL HO HORIZONTAL&LEVEL.TEES AT 90'ANGLES TO - REQUIRED WHEN VALVE NUT I 2. BANKED 2"METERS SHALL MAV£ 24'MINIMUM OSTANCE BETWEEN - IS DEEPER THAN 3 FEET ® PAL• IS DEEPER THAN 3 FEET FROM FINISHED GRADE. FROM DETAILISHED GRADE. W SERVICE TAP IS LOCATED SEE W5. ® 24' IONS 3. IF 2"METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO 3)CENTER VALVE BOX ON I BE 28"%2YXI2" ROTOCAST.IF TWO ARE BANKED THEN THE ANGLE STOPS Ln AXIS OF OPER.NUT. I 3) CENTER VALVE BOX ON NEED TO BE AT A MINIMUM OF 30"APART. -J 4)PROVIDE 24" SQUARE BY A-THICK AXIS O OPEN.NUT. I- CONCRETE PAD AROUND VALVE 24"--Ia) PROVIDE 24"SQUARE BY 4"THICK 1I- BOX OUTSIDE OF PAVED AREAS CONCRETE PAD AROUND VALVE BOX I.- 24'---� Q INAS SHOWNCONCRETE PAD DETAIL CONCRETE PAD OUTSIDE OF PAVED AREAS AS I SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD tliN-oF'WARD demos et NS SCALE -T \ '�� NO SCALE MPWRE .5 MILL on'or noman TRWl6 S.LTC,P 1M0001■S RN[.P.E. rt � „„� TYPICAL GATE wL1n ■ • � pry pomp • TYPICAL BUTTERFLY oxT.No I Nonww ens„ • 2' & 1-1/2' oxc xo. 4 `m ..,, VALVE 503 °� LNMA m„ VALVE 504 11'� n° M11 WATER SERVICE 521 J .v,, m L ...as NNM,a d� wq�` '" F- D t al iiI 9 �I$IR 1N41�11 i ... 7i0■ TRENCH WIDTH Mil :fir /7♦.. c \ ! '" PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP Co_ a - as on -ft �' MI �+1e5�" I �,,._ ..I? • 41.. AIDDIFED(�,-JO KI(£f SIDEWAK 40 3000 PSI Val ME S 'aPER CRS STD DOTAL 403 CC W mCOONC. THRUSTSBLEOCK _ _TH f- .j( zAGAINST UNDISTURBED _L 'EARM-BEADES AREA LATERAL PLUGGED CROSS TEE .`-i. . BEFHNE OR BORE SIDES OF PIPE TIE RODS WHEN a INLET (CONCRETE DIMENTIONS ARE MINIMUMS- SECTION REQUIRED, AS PER 18'MAX REFER TO DRAWING NO. 56. MANUFACTURERS DONCRETE THRUST BLOCK SCHEDULE / 1, FOR BEARING DATA) 12- RECOMMENDATONS -_ 3_] I (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) ram•--- II/M ��\ ////// MIN FITTING BOHwO, TEE.OR 45' 22 1/2' II I/4' f , 4' U ��0\� \ *� TAPPED 2" SIZE(INCHES) PLUGGED CR055 BEND BEND BEND G., W ,< p ?�i?�i:�i.��l:�/i�/��/i�i.��h� '?i,,,,A;�/�i lir ORUOTFIER 4 01.9 01,3 __ __ FlTTNGS AS 6 04.1 02.t N.3 -- IB' MIN > 0 CC REWIRED g 07.1 03.9 02.D O/.S ` F- CC d //7 12 16.0 155 05.0 04.3 `-2 A. 6"C900 STORM 0 W in -I! / 24 64,0 1Ss 06.0 0.0 ORNNS IN PARALIEI O 24 64.0 34.9 I8.1 09.1 S=0.5% -.4. CC W Z • 3O" ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.AND AN I- J Z ALLOWABLE SOIL BEARING STRENGTH CF 1500 POUND PER SQUARE FOOT. TO LJ //%/%;:,'W/PG/h% /' VO/'/N:e// ` COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING LA- -I (� W `•%� /�O�/�/�/�`/ STESSES.USE THE FOLLOWING EQUATION 0 a RETAINER CLANS /`r`N.'Z.a/`\,ii DITCH UNE O GEARING AREAS= (TEST PRESSURE/150)X(1500/SQL BEARING STRESS)X(TABLE VALUE) r V 0 MIN.2-0 IB MIN. MIN. MAX. 3� m 1.CONCRETE THRUST BLOCKS NOT ERE UTS UNLESS APPROVED BY FUTURE ENGINEER E.) 3 I- PLAN 2. CONCRETE BLOCKS BLOCKING WHERE UNES MAY BE EXTENDED IN DEAR SE£DETAIL N0.581 MODIFIED CG-30 CURB INLET SIDEWALK/SWALE SECTION " to ~3.CONCRETE THRUST BLOCKING 4N BE POURED AGAINST UNDISTURBED EARTH. / QUANTITY BASED$ ♦.KEEP CONCRETE OEM O JINGO AND ACCESSORIES. CI° QUANTITY BASED(ON PIPE SIZE 5. THE REQUIRED THRUST BEARING AREAS FOR ETSPECIALBEARING CONNECTIONS ARE SHOWN ENGIRDED ON N`TS THE PLANS e.g. 15 INDICATES I SQUARE FEET AT FITTING REAMED. in (� STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. S. IF NOT SHOWN ON PLANS,.TO REQUIRED TOTING TAS SHALL AS INDICATED ABOVE, ADJUST IF NECESSARY,TO CONFORM TO THESII TESTN PRESSURE(S)MID ALLOWABLE SOIL BEARING d END OF UNE BLOW OFFS ES STATED IN THE SPECIAL DETAILS ��T 2. BUND TEES ROBEARING ) I BLOCKING HORN IS ST PLANS TAKE PRESIDENCE OVERjillr V 7. BEARING AREAS AND SPECIAL 3. VEND CROSSES BEARING L AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL BEARING AREA O •"N 4. VERTICAL BENDS THRUST BLOCKS ARE IN SPARE FEET. (-+ NOTE: MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT NO NO SCALE ..�,.x'1,,,.� ."*M. LAC.N. mvSwncn�N cm pomp p,. DRAWING N0: 11OIDCIE L XTIL F.L cntnx: TW009RE S ME.P.E. ■ °""� STRADDLE BLOCK I ■ .�.NmNe..eT,.., STANDARD THRUST 9A9.Na imav RAMWNIO., 561 ,.., Td .,^,' BLOCK 560 D 6 27 of 47 AO Nob.loosnenwer T. .4.rre 0.4.�e� i �N4 Near To °..°r r-/�\, r\ rfor ! EfersmNer.JMeIIRUM , , J,Claimn .. 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STANDARD DETAIL BLOCKS uaauraaecadMSYofr- PAVEMENT MARKING Q� L h WRONO-WArAMOW EaMe1 Is The sar'e'r.ane'a^or a irxe rcsRon1 a STANDARD DETAIL BLOCKS �/ „a., the.00d I.r sw:roam oe a Tom Me me,and eneurelw be II 'nEe ""' - usedN,& roersubmR, u�, used Wawa rmsumlg a an ewp. 44 .--- an. as em w AevloN.ee/roh b.W Fn. lrc[nN neulsarMTXe..a,rN£n- /� • ESTRUM,DIM:December 01,2019-May31,2020 110101 Effective Me:December 01.2019-May31.2020 TM603 E.. DRAWING NO: D7 28 of 47 • GENERAL NOTES rinf' '"F= >Y u. u 1. SURVEY INFORMATION: 'Z OREGON 41 THE ELEVATION DATUM FOR THIS SURVEY IS NGVD29(47) C� A. ELEVATION+153.44' 9PE AR ' N:648618.54 E:7621675.04 PLANTING L2.1 THE BASIS OF BEARINGS WAS ESTABLISHED BY HOLDING CES NW CONTROL POINTS 10 AND 13 AS N 03°2709°E. HORIZONTAL DATUM:LOCAL CES NW CONTROL c ' 2. ALL WORK PERFORMED IN CONNECTION WITH THE CONTRACT DOCUMENTS,INCLUDING MATERIALS FURNISHED, I WORKMANSHIP,AND MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE LATEST STANDARDS, am PRACTICES AND REQUIREMENTS OF THE APPLICABLE FEDERAL,STATE AND LOCAL AUTHORITIES. c.) c.) l., EXTENT OF _ 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS,DEPTHS AND LANDSCAPE WORK ELEVATIONS PRIOR TO CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT W t WITH ALL t /- CONSTRUCTION ACTIVITIES.THE LOCATIONS AND IDENTIFICATION OF UTILITIES WITHIN THIS DOCUMENT IS FOR �/ INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE.ANY DISCREPANCIES BETWEEN SURVEY ! INFORMATION AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S .! REPRESENTATIVE IMMEDIATELY. ° — J 4. IT SHALL BE UNDERSTOOD THAT THE IMPROVEMENTS SHOWN IN THE DRAWINGS AND SPECIFICATIONS ARE I^y I MEANT TO COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.DESIGN CHANGES,CONFLICTS,OR ISSUES THAT ARISE THAT WOULD CONTRADICT RELEVANT CODES AND ORDINANCES SHALL BE BROUGHT TO THE i 't$ ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 0 _„+ 5. CONTRACTOR TO COMPLY WITH OREGON LAW REQUIRING ADHERENCE TO THE RULES ADOPTED BY THE a o$g OREGON UTILTY NOTIFICATION CENTER.THE CONTRACTOR MUST NOTIFY THE OREGON UTILITY NOTIFICATIONsh / CENTER AT LEAST 2 BUSINESS DAYS,BUT NOT MORE THAN 10 BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION.THOSE RULES ME SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090 AND ORS 757.541 / TO 757.57.PHONE CONTACT FOR THE OREGON UTILITY NOTIFICATION CENTER IS 503-232.1987. 6. CONTRACTOR TO REPAIR AT OWN EXPENSE FOR ANY DAMAGE DONE TO UTILITY SYSTEMS,SURFACE PAVEMENTS,SITE FEATURES,AND STRUCTURES,WHETHER INSIDE OR OUTSIDE OF THE PROJECT LIMITS,THAT W ARE NOT DIRECTLY INDICATED TO BE REMOVED OR RELOCATED AS PART OF THE PROJECT CONSTRUCTION. Y 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES SHOWN IN THE DRAWINGS OR SPECIFICATIONS. LJ ANY QUANTITIES PROVIDED ARE FOR CONVENIENCE ONLY.OWNER'S REPRESENTATIVE TO BE NOTIFIED Q IMMEDIATELY OF ANY DISCREPANCIES. () In 8. UPON PROJECT COMPLETION,THE PROJECT AREA AND ADJACENT SPACES SHALL BE FREE AND CLEAR OF ALL 0 CONSTRUCTION MATERIALS.WASTE AND DEBRIS.CONTRACTOR TO REMOVE AND PROPERLY DISPOSE OF ALL Z MATERIALS AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS AND MUST MEET ALL APPLICABLE REGULATIONS OVERSEEING WASTE DISPOSAL. LANDSCAPE INDEX OF SHEETS L0.0-LANDSCAPE KEY 0) rn 11.0-IRRIGATION PLAN C .. o L2.0-PLANTING PLAN L - L2.1-PUNTING PLAN N Cl) L3.0-IRRIGATION DETAILS 13.1-IRRIGATION DETAILS . c L4.0-PLANTING DETAILS 44w=-- z CD 0 IRRIGATION L1.0 4 c W r. PLANTING L2.0 .4c a V 's/Z' 1- c.) w ��# QWod w EXTENT OF a IY a L J LANDSCAPE WORK 0 cn I-' w J Z m O 3 U > = O CC � 3wqi-C) t/1 I- I r... U 1 .. Q �� DRAWING NO: N' 0 40 80 0 LO.O 29 OF 47 �GISTER� IRRIGATION NOTES /f/ T��/I�{— 1. CALL UTILITIES TO LOCATE EXISTING SERVICES PRIOR TO EXCAVATION. x^�axn(� F- 2 OREOON 1 2. SYSTEM OPERATION AND DESIGN IS BASED ON 50 POUNDS OF PRESSURE AND II GALLONS AT THE �U+ ti� SHUTOFF VALVE.THE CONTRACTOR SHALL VERIFY THE DESIGN PRESSURE AND VOLUME BEFORE cgpE GO INSTALLATION AND NOTIFY OWNER'S REPRESENTATIVE IF THERE IS A DISCREPANCY. 3. CONTRACTOR SHALL REFERENCE PLANTING PLAN(S)PRIOR TO INSTALLATION OF VALVES.LOCATE �+ VALVES IN PLANTING BEDS WHEREVER POSSIBLE.ADJUST VALVE LOCATIONS TO ELIMINATE CONFLICT WITH PROPOSED PLANTINGS AND PLANTING PATTERNS. 4. VALVE LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S t REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. LA 5. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING AND SEEDED a AREAS ON SITE BEFORE STARTING WORK AND IMMEDIATELY NOTIFY OWNER OF ANY DEVIATIONS FROM 1 ■ PLAN. e , B. NEW TREE LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. 31 7. THE CONTRACTOR SHALL INSTALL THE IRRIGATION CONTROLLER AT THE LOCATION SHOWN ON THE DRAWINGS,ON THE SPECIFIED PEDESTAL PER THE MANUFACTURER'S RECOMMENDATIONS.THE CONTRACTOR SHALL VERIFY THE LOCATION WITH THE OWNER PRIOR TO INSTALLATION.THE CONTRACTOR SHALL EXTEND CONTROL WIRE CONDUIT FROM CONTROLLER AND DAYLIGHT SIX INCHES 5 ix INTO PLANTING BED FOR INSTALLATION OF AUTOMATIC VALVE WIRES.SEE IL-02 FOR POWER o y CONTROLLER SOURCE. a ■ 8. ALL BACKFLOW PREVENTION DEVICES SHALL BE LOCATED A MINIMUM OF 5-0'AWAY FROM CURBS OR PAVING WHEREVER POSSIBLE. 9. MAIN AND LATERAL LINES MAY BE SHOWN DIAGRAMMATICALLY FOR CLARITY. MAIN AND LATERAL LINES SHOWN IN PAVED AREAS SHALL BE PLACED IN ADJACENT PLANTING BEDS UNLESS SPECIFICALLY Z SHOWN AS PASSING UNDER PAVING IN SLEEVING(SEE LEGEND FOR SLEEVE SYMBOL).THE g CONTRACTOR MUST OBTAIN THE OWNERS REPRESENTATIVE APPROVAL BEFORE MAKING CHANGES IN __ ROUTING OF PIPE OR LOCATION OF VALVES. 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING AN APPROPRIATE POWER Z SUPPLY TO THE IRRIGATION CONTROLLER LOCATION. Q I. CC IRRIGATION LEGEND c— c 3'SL. O IRRIGATION HEADS 1 Q WITHIN STORMWATER FACILITIES NO VAULTS,BOXES,VALVES O __ / L3.1 ViP •.INF OF CONNECTION CONTROLLERS SHALL BE INSTALLEDED 3'SL 1`�.' / SYMBOL DESCRIPTION MANUFACTURER MODEL ARC PSI GPM RADIUS CY) cr.1 LATERAL LINE SHOWN \ / O ROTARY SPRAY HUNTER MP CORNER ADJ 40 VAR 13' •L g N DIAGRAMATICALLY.LOCATE PARALLEL O CD 0TO PAVING IN PLANTING AREA-TYPICAL. 0 / / A ROTARY SPRAY HUNTER MP STRIP LCS 40 0.22 5'x15' — - 1 _ _ © o ® ROTARY SPRAY HUNTER MP STRIP RCS 40 0.22 505' � CD g 1• 1' I• L i�r" " • C c Q AOC I, _�`4.---®-�- _ - 11 3' i 0 ROTARY SPRAY HUNTER MP STRIP SST 40 0.44 5'x30' u O� 1^ 1111 av / 4c1 I kli 1111 3'51., ,/ / 2 ROTARY SPRAY HUNTER MP1000 90-210 40 VAR 14' 5Ye / 1 1 ( 11 111 1 o 1'p/ 0 NOTE:ALL SPRAY BODIES SHALL BE HUNTER PROS-0B-PRS40LY MAIN LINE SHOWN OIAGRAMATICALLV.-J 1 2 I, ‘II‘ / LOCATE PARALLEL TO PAVING IN 'S �; 1I I 0 PLANTING AREA-TYPICAL. 1' 9.94 1' 6.40 1111 _ IRRIGATION EQUIPMENT 1-9 2 C. Ci Ci p O L3.0 L3.1 W O ___- --- SYMBOL DESCRIPTION W —/ C 1•VO O �TSL 0 © IRRIGATION CONTROLLER ce CaW 0 0. S REMOTE CONTROL VALVE OC W N OL C. I— O QUICK COUPLER VALVE (, N I W Z W GATE VALVE /— J W M W J U W + MANUAL DRAIN VALVE O S POC WATER METER/POINT OF CONNECTION SEE CIVIL DRAWINGS I— LC) IX C a IRRIGATION LATERAL LINE MJ I— IRRIGATION MAINLINE 7 El Ce• IRRIGATION SLEEVE Q CONTROL VALVE TARGET illg. V I. STATION NUMBER AREA DESIGNATION: L=LAWN S=SHRUB D=DRIP DRAWING NO: x X FLOW IN GPM L 1 .0 VALVE SIZE NORTH 0 5 20 40 30 OF 47 Gt ST/R ��: .1- OR EGON �4•' t �-PE A- 0 ©TYP. g 41/ ,,7 x f'. L Y 1 �I o cc. O .ef _^ > A 2 k QnP, � _ .L cal o o� g —4— / ' bi Y ``Itn pt'GGO wo., Cppic cc c,cc ,.[.1p•.n�D �, 'uR opo .0 0o C. 5., 4.o%ilk 000IO00C Oii of 06o�c ° a 0000„ boa C) °/ z OTYP. '1°° t o: QnP. / 2 _ il• / g 0 0.) o, C s e^\l\ G W N -ior a, PLANTING LEGEND PLANTING NOTES c W SEE SHEET XX FOR PROJECT LEGEND 1. CONTRACTOR SHALL PROVIDE PLANTING SOIL,SOIL AMENDMENTS.AND MULCH TO a. THE COMPOSITION AND DEPTHS IN ACCORDANCE WITH THE DETAILS AND TREES PLANTS/GROUNOCOVERS 2 3 SPECIFICATIONS OF THE CONTRACT DOCUMENTS. L4.0 L4.0 L4.0 2 ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS AND THE SPECIFICATIONS PROVIDED AS PART OF THE CONTRACT DOCUMENTS. I:.) 4 ACER TRUNCATUM X ACER PIATANIODES 4 32 ILAVANDULA ANGUSTIFOLIA 3. QUANTITIES ARE LISTED FOR THE CONTRACTORS CONVENIENCE ONLY.ALL w Cal!WARREN PACIFIC SUNSET MAPLE L4.0 1 2 Gal[ENGLISH LAVENDER;2 GALLON;AS SHOWN COUNTS MUST BE VERIFIED BY THE CONTRACTOR.IN THE CASE OF A DISCREPANCY > O 2 NYSSA SYLVATICA 7/ G. 2 Gal 40(DWARF OREGON GRAPE;2 GALLON;AS SHOWN SUONIA NERVOSABEPEEE E QUANTITIES LISTED IN THE PLANTSN THE LEGEND AND THE PLAN. ENDNOICATED ON THE PLAN SHALL) 0 W in 2'Cal ITUPELO L4.0 ® 25 NANDINA DOMESTICA'MOON SAY' IY W v) 2 Gal HEAVENLY BAMBOO 2 GALLON;AS SHOWN 4. UTILITY LOCATIONS SHOWN ON PLANS MAY DIFFER FROM FIELD CONDITIONS. QIY CC I— CONTRACTOR TO IELD IFY ALL UTILITIES BEFORE INSTALLATION. NFIJCTS STORMWATER PLANTSIGROUNDCOVERS 4. ++ 6 ` @ 12 VIBURNUMRNUM;I BETWEEN ANY EXITS ING AND PROPOSED UTILITIES AREO BE BROUGHTTTO THE O ~ W L4.0 A L4.0/ 2Gal lDAVID VIBURNUM;2GALLON;AS SHOWN H-- 2 ATTENTION OF THE OWNERS REPRESENTATIVE IMMEDIATELY. J La ::-::•::•° 255 FESTUCA GLAUCA'ELIJAH BLUE L_ J (••) W T CORNUS SERICEA'ARCTIC FIRE' ••• 1 Gal BLUE FESCUE;1 GALLON;12'O.C. 5. ALL PLANTS REPRESENTED WITH A HATCH SHALL BE LAID OUT WITH A MINIMUM OF 0 Q D ® 2 Gal(ARCTIC FIRE DOGWOOD;2 GALLON;AS SHOWN ••.•..., 293 IRIS TENAX TWO ROWS OF PLANTING. >. 2 ix 12 SPIRAEA X BUMALDA 1 Gal!OREGON IRIS;1 GALLON;12'O.C. H ?� L�U CL 'z 2 Gal IBUMALD SPIREA 2 GALLON;AS SHOWN A 255ILIRIOPE MUSCAAI U N I— ,(_(( 41 SPIRAEABETULIFOUA ..tee_____e' 1 Gal LILY TURF;I GALLON;12'0.C. 2 Gal(BIRCH LEAF SPIREA;2 GALLON;AS SHOWN 77 CARER MORROWS'ICE DANCE' �, ,;, KEY NOTES NE c4 i/4 1 Gal I :� f," !BARK MULCH ICE DANCE SEDGE; GALLON;12'O.C. ,moo,;,\ d ,"_.`,,.1;4 212 ICAREX TESTACEA O SEED ALL AREAS OF DISTURBANCE ASSOCIATED WITH UTILITY IMPROVEMENT iirV -` Gal ORANGE NEW ZEALAND SEDGE;1 GALLON:170.C. (TEMPORARY SEED AND CONSTRUCTION ACTIVITY ['::A__w3.1 357 IJUNCUS PATENS'ELK BLUE' v4 7?3 1� ELK BLUE CALIFORNIA GREY RUSH;1 GALLON;12'O.C. Q PROVIDE 3'BARK MULCH IN AREAS OF DISTURBANCE TO MATCH EXISTING BARK DRAWING NO: COVERAGE. NORTH 0 MULCH. OPATCH AND REPAIR ALL AREAS OF DISTURBED LAWN.MAINTAIN FULL IRRIGATION 7J� LNG ® PROVIDE 2'ROCK MULCH AT AREA OF INUNDATION 31 OF 47 CRGISTER� r� •, 20 oREGON kJ qPE ARu- W Y Y 0 i147) �f \ 7 W <g O oW o c � 0 - � * 4Z /y' y 41. ^ L' C f✓ © Z Z 0 C rn C W C N � •- --c — LEGEND Ric EI /11 Wo 'BARK MULCH 'TEMPORARY SEED H U W 7 Uj KEY NOTES Q CD (1 I- OSEED ALL AREAS OF DISTURBANCE ASSOCIATED WITH UTILITY IMPROVEMENT ~ J Z AND CONSTRUCTION ACTIVITY O Q V OPROVIDE T BARK MULCH IN AREAS OF DISTURBANCE TO MATCH EXISTING BARK = MULCH. CC U OPATCH AND REPAIR ALL AREAS OF DISTURBED LAWN.MAINTAIN FULL IRRIGATION 0 V) (— COVERAGE. ❑ UI Q ajlEr 7MM1 DRAWING NO: NORTH 0 10 20 40 L2. 1 32 OF 47 0 1 1 11-i, WATER METER-COORDINATE LOCATION NOTE:INSTALL BACKFLOW PREVENTOR PER TOP OF BOX FLUSH IN LAWN NOTES. V <l WITH OWNER'S REPRESENTATIVE CODE AND REQUIREMENTS OF PREVAILING GATE VALVE(LINE SIZE)EACH 1. CONCRETE 649E TO EXTEND M LINE SIZED GATE VALVE-TYPICAL SYMBOL JURISDICTIONS. SIDE t= 1Y BEYOND CONTROLLER i0"' ' � � 1 BASE IN ALL DIRECTIONS. > Nuiw VALVE BOX WITH LOCKING 26 OREGON ,L ��6Y��ii COVER.TOP OF BOX 1R'ABOVE 2. ALL WIRES TO BE INSTALLED CONTROLLER WITH LOCKING ACCESS DOOR PRESSURE REGULATING DEVICE - ''� '' PER LOCAL CODE. 16 C` SEE SPECIFICATIONS MULCH IN PLANTING BEDS E Alt 3. FOLLOW MANUFACTURER'S PEDESTAL MOUNT BACKFLOW PREVENTION DEVICE-WATTS 007, SPECIFIED BACKFLOW RECOMMENDATION FOR / FEBCO 850 SERIES,OR APPROVED EQUAL - - PREVENTION ASSEMBLY MOUNTING INSTRUCTIONS. CONCRETE BASE ON COMPACTEDSUBGRAOE. w \� i SPECIFIED MAINLINE TO ZONES FINISHED GRADE .g ' al:e 11ial11 IIIIIGTIiG;olioI\ �.i� UNION EACH SIDE FROM ��• $ fY 1Y ›- SOURCE 4 BOX EXTENSION _ , SOURCE MAINLINE TO SYSTEM .y _---� © • P * O ��•♦, y4. SUPPORT BLOCKS — 1.1.1 c.- ZINC PLATED STEEL BASE WITH STAINLESS BRICK OR CONCRETE BLOCK ZZ ■I� MOUNTING STUDS SET IN CONCRETE BASE k a �i-�� :�� i��1 3 �r PER MANUFACTURERS INSTRUCTIONS. i o ® • ••G•••..•.•••��•: —8 MK.3l4'ROUND WASHED b - 3'COMMON ELL CONTROL CONDUIT FOR f COMMON AND CONTROL WIRE TO 5'BEYOND z jy • v FLOW A, 1 CONCRETE THRUST BLOCK J \ EDGE OF CONCRETE BASE v� _ n 1'DIA P.V.C.CONDUIT FOR 110 VOLT �i iD QUICK COUPLER IN VALVE BOX -- IRRIGATION SUPPLY FROM ELECTRICAL SERVICE STUB BY ELECTRICAL Pe MANUAL DRAIN VALVE METER CONTRACTOR. : E a o PREVENTION ASSEMBLY CONTROLLER- PEDESTAL MOUNT �_g O POINT OF CONNECTION DIAGRAM O BACKFLOWIQ, O �] 0 y1 PUN NDTTO SCALE L SECTION 0' 4' 8' 16' SECTXkI NOT roSCNE = S.i NOTE: FINISH GRADE-TOP OF MULCH 1. CONTRACTOR SHALL REPAIR TRENCH NOTE. BLACK 4'SNUG CAPS LOCKING MARKER, J 1. EXTEND IRRIGATION SLEEVES 24'BEYOND • j • • .• CAP TO READ'DRAIN VALVE". SETTLEMENT AND RESTORE FINISH EACH SIDE OF PAVING. `T - GRADES PRIOR TO SEEDING OR 3'MIN.FROM EDGE OF TRENCH,PAVING OR FINISH GRADE-TURF I LAWN IiJ PLANTING AREAS. FOOTING li 0 PAVING - 4'DIA.SCHED.40 P.V.C.SLEEVE LENGTH ROOFING NAIL TO MARK SLEEVE AS REQUIRED ZZ i FINISH GRADE SPECIFIED DRAIN VALVE(3/4') I— ',JI III,lMIIIIIVIII ea I 'ILL I c. ,n CD ?; a a.._ _ __ PAVING SUB-BASE �p�l)fIM�� IRRIGATION LATERAL OR MAIN LINE ` E3 ?6g - ',ram' - Iii'.Vile <w z_3 iC - BRICK OR CONCRETE BLOCK gl 2!4 SPECIFIED PIPE BACKFILL `.c mz O �N�a 60. SPECIFIED BACKFILL i 1i4,1• ,1.. 5e `� LATERAL LINE , m •�-•��• Ca -SPECIFIED SLEEVE "' �� Q, ;s' MAINLINE Ii Ii 1• P.V.C.ELBOW u 7 — _ — --SPECIFIED PIPE BEDDING �.�i(• -i i T•y COMMON AND CONTROL WIRE 1%•/cam -- 2 CU.FT.SPECIFIED PEA GRAVEL /�//�� 1- o (BUNDLE AT 10'INTERVALS) �� cn 12'MIN. I ® TRENCHING IN PLANTING AREA IRRIGATION SLEEVE UNDER PAVEMENT MANUAL DRAIN VALVE ASSEMBLY �yy� u 7 SECTON NOT TO SCALE O SECTION NOT TO SCALE O SECTOR NOT TO SCALE �T a TOP OF BARK IN PLANTING BEDS NOTES: LINE SIZEDf— GATE VALVE U 1. LOCATION OF QUICK COUPLER IN QUICK COUPLER ASSEMBLY. W I1TOP OF MULCH W FINISH GRADE IN LAWN/SEEDED AREAS VALVE BOX IS SHOWN FOR INSTALL PER DETAIL CLARIFICATION ONLY.INSTALL 0 ��1y LI OFF-SET FROM MAINLINE. STANDARD VALVE BOX WITH BLACK 4'SNUG CAP.MARK LOCATION ACCURATELY ON OC afj" I' - 7. -- I V ROUND VALVE BOX 2. EXACT FITTING REQUIREMENTS, GREEN CV LOCKING LID RECORD DRAWINGS. 0 W Q U- `� q ',+ COMPONENT SHAPES AND 30 INCH LENGTH-COILED WIRE LJ 11 SPECIFIED QUICK COUPLER VALVE.MOUNT FINISH GRADE-TOP OF TURF!LAWN CC Ce H SEQUENCE MAY DIFFER FROM THAT SPECIFIED WATERPROOF Q ABOVE BASE OF VALVE BOX,AS NECESSARY TO C0 W Z �' ACCEPT SPECIFIED KEY SHOWN. WIRE CONNECTION , „ .a, , ,,,,, „ — N W / , /I �� VIIVUIVIVIunIIIVL—TOP OF BOX FLUSH IN LAWN 11lY �- •--- • I Z �� -� GEOTEXTILE FILTER FABRIC r -s' J W /.f///. ' � ¢,tyf - ABOVE MULCH IN PLANTING BEDS W J W STANDARD BRICK BLOCKING H 'T Q U VI fi'DEPTH PEA GRAVEL ^ Ceti DIA P.V.C.SCHEDULE 40 SLEEVE-LENGTH AS REQUIRED 0 SCHEDULE 80 P.V.C.NIPPLE,3M'XB'MIN ;;; y1y "' VALVE I.D.D TAG c`3 O i SCHEDULE 40 P.V.C.STREET ELL __ „� TT.. — ~ 3 W SPECIFIED CONTROL VALVE ca ' U V) ~ SCHEDULE40P.V,C.TXT90DEG.EL ��,�11�� 1�) 1�111��1i�1 =�� P.V.C.IRRIGATIN LATERAL LINE — - SPECIFIED GATE VALVE-LINE SIZED SCHEDULE BO P.V.C.NIPPLE,3M'XB'MIN. ?O • „� \� -- UNION-EACH SIDE OF VALVE III IMIllftmlitalE MAINLINE - • �•N II,ri i�1 r�'�• •i �i• -CEO-TEXTILE FLTER FABRIC a �— MAINLINE Y�•�'�.�•:• �A Z�T:A.'�i4�i 4'X8'X16'CONC.BLOCK le - BRICK OR CONCRETE BLOCK __ SCHEDULE 40 ELBOW OR TEE • g - (4)REQUIRED TYPICAL SCHEDULE 40 P.V.C.STREET ELL -_ - .. 1'%24'LONG SCHEDULE 80 NIPPLE STAKE. 6'MIN.314'WASHED ROUND ROCK FASTEN WITH(2)STAINLESS STEEL CLAMPS P.V.C.MAINLINE QUICK COUPLER VALVE ASSEMBLY /O�� AUTOMATIC CONTROL VALVE ASSEMBLY QO GATE VALVE ASSEMBLY DRAWING NO: 7 N SECTION mBON 70E V SEC ON NOTTO BONE ./ SECTION NC SCE O 33 OF 47 NOTE:SPRAY HEAD SHALL BE A MINIMUM CD ft., S7•EaF TOP OF BARK MULCH ? ROUND VALVE BOX-TVP. ? OF 1',AND MAXIMUM OF 3•FROM EDGE '� '� OF WALK,PAVING,CURB,DREDGER. FINISH GRADE•TOP OF TURF I LAWN W N RECTANGULAR VALVE BOX-TYP. W Ire: �� F w 1 / �1\ / [' \ w I- OR EGON Cvia . N �# 1■■1. r0 Ode oO8 �CIa X0 flit ARC` - POP-UP SPRAY HEAD ASSEMBLY ce 0 r_cr r-0' r-0' z SWING JOINT COMPONENTS: it 1 - EDGE OF PLANTER BED POLY•PIPE 4'MAX.LENGTH, / —_._:�-. (2)ELBOWS,B(1)MAALEX STREET ELBOI N. — / ` 4)) (2)ELBOWS a a NOTE: if POLY-PPE 1. VALVE BOX LID COLOR SHALL BE PER IRRIGATION SPECIFICATIONS rr'— 2. VALVE BOXES SHALL BE INSTALLED TO ALLOW FOR ORDERLY ARRANGEMENT ` J��—+• IRRIGATION LATERAL 3. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY OWNERS REPRESENTATIVE MARLEX STREET ELBOW 4. CENTER VALVE BOXES OVER VALVE ASSEMBLIES figli ---. P.V.C.SCHEDULE 40 TEE OR ELBOW 5. SET VALVE BOXES WITH TOPS AT EQUAL ELEVATIONS O SPRAY HEAD- POLY SWING PIPE ASSEMBLY NOT O VALVE BOX LAYOUT �,2g SECTONFIA F � g 0' 3' 6' 17 ■ N J Lcr 11.1 CI Z 0 Q Ct CC m o i a � N cj, -- In am c co � ml °'3 ; a � a ^ I— U W W 0 0 I'd p W 0 N W W ~ J W 0300 >- _ I- 3w � C J N I- - 111 Q = n cL Q V DRAWING NO: L3. 1 34 OF 47 �GT STE,„ SPECIFIED PLANT SPACING.SEE PLANT -- EDGE OF PLANT BED OR ADJACENT PLANT SPACING DIAGRAM FOR LAYOUTMASSING SPACING REQUIREMENTS ' I __,,,,,,....-"-.--.-.--.--..--- PLANT y iaEinu 11.4 (.' SPECIFIED GROUND COVER-SEEAREA FOR PLANT SPACING ADJUSTMENT Q OR EGON A. PLANTING PLAN AND LEGEND FOR I / SPECIFIED PLANTING �' ARP- SPACING REQUIREMENTS �� :\ �� CONTINUOUS-EQUALLYNGBED.WTER '9pE AR ROW AT FAGS OF PLANTING BED. FOLLOW �� SET CROWN OF ROOTBALL I'ABOVE FINISH r + REDLINE AS DELINEATED ON THE PLANTING �� A ��V) /I4" SET CROWN OF GROUND COVER It? �^�, y`� t - PLAN.LOCATE PLANTS ONE HALF OF GRADE � `I y - ABOVE FINISH GRADE (+y S+3j k� �,r '+...r SPECIFIED SPACING DISTANCE FROM EDGE o MULCH-3'DEPTH OF BEDLINE,OR ADJACENT PLANT MULCH 3-DEPTH y c � � yIL -� i---- ---- - ------ FINISH GRADE 0 0 0- MASSING,UNLESS OTHERWISE SPECIFIED. ti-, '�-. 4-,f FINISH GRADE STORMWATER PLANTING SOIL-SEE ( ) ALL PLANTS SHALL BE PLANTED AT EQUAL m SPECIFICATIONS FOR DEPTH AND Ca} y�� .;rf TRIANGULAR ON CENTER SPACING AS PLANTING SOIL , . 14 AMENDMENTS 2}y 2+y + SPECIFIED ON PLANTING PLAN t x'T ~-f '+J AT IFI PECCIONS LOCATE PLANTS ONE HALF OF SPECIFIED SCARIFY PER S 1 1 i • SPACING DISTANCE FROM ANY CURB, NATIVE SOIL + SIDEWALK,OR OTHER HARD SURFACE, SUBGRADE + UNLESS OTHERWISE SPECIFIED. ROOTBALL DIAM.+24' 1 4'` EDGE OF PAVEMENT,CURB OR OTHER SCARIFY BOTTOM a =IjR,M ),4p•. HARD SURFACE GROUND COVER PLANTING ^/ PLANT SPACING DIAGRAM 1 SHRUB PLANTING -CONTAINER 2V 1 sECTaN rorrosGYF L ww xmmxAE ‘..4 WPM NOT (CWE i g'i ,' SPECIFIED TREE NOTES: NOTE: 1-PROVIDE ROOT BARRIER APPLICATIONS AT TREES I I. PR I OR TO PLANT I NG, Z(j� MULCH I'MIN.-3'MAX.AWAY FROM TRUNK WITHIN 5 FEET OF PAVING.CURBS,WALLS.UTILITY REMOVE PLANT FROM —I DUCTS OR OTHER APURTENANCES.BARRIER SHALL BE i CONTAINER PLANTING (2)STAKES.AS SPECIFIED.ATTACH TO �„ CONTAINER AND / A TREEWITH-CINCH TIES'-NAILTO STAKE. A CONTINUOUS LENGTH AND SHALL EXTEND FROM IQ' 1 / LOOSEN SIDES BY ABOVE FINISH GRADE DOWNWARD TO A MINIMUM DEPTH LIGHTLY TEASING OR - / POSITION ROOT CROWN 2'ABOVE FINISH OF 24'.PANEL GROUND LOCKING ANTI LIFT PADS SHALL �' SCRATCHING ROOT SET CROWN OF ROOT GRADE BE FACING INWARD,AWAY FROM WALK CURB OR WALL. MASS. -J BALL I" ABOVE C D I BURLAP,WIRE,AND TWINE,REMOVE FROM ALL PANEL CONNECTIONS SHALL BE PER „ FINISH GRADE Z TOP 173 OF ROOTBALL,AFTER TREE IS SET MANUFACTURERS RECOMMENDATIONS. -�` FINISH GRADE ~ MULCH-3'DEPTH. - , PLANTING SOIL MIXTURE-SEE 2- ROCK MULCH 2 SPECIFICATIONS STORMWATER • + - STAKES SHALL EXTEND MINIMUM OF THREE PLANTING SO I L .III' '� '3„ „ FEET BELOW FINISH GRADE CONCRETE SIDEWALK- / ;:1- 3.. 1Ir ♦r.ea Yam♦ • +• SEE CIVK O••i•i+i•i� SCARIFY SUBGRADE PER SPECIFICATIONS �/ - 1 LIGHTLY TAMP SOIL (� �••••• MULCH-2'DEPTH j I FIRM AT BASE WHERE cj °' SUBGRADE -- ROOT BALL RESTS — DO CN CN - I ROOT BARRIER-TYP.ALL FOUR SIDES.) NOT COMPACT Q) o j_ ROOTBALL DIAM.+24" \ 'SCARIFY SIDES&BOTTOM EX I ST I NG SUBGRADE dOMM C CONTAINER PLANTING co c 2 A DECIDUOUS TREE PLANTING- STAKING NOToSr,IE ROOT BARRIER 6 @ STORMWATER AREAS a SEOON 5 SECIICN NOT TO SCOLE orroscuE I— > 1 W t NOTES:2'ROCK MULCH1. ROOT CROWN TO BE VISIBLE BEFORECC c: TREE IS SET.REMOVE TOP OF ROOT W W AAA STORMWATER PLANTING SOIL. l4 W �' �� ' �� BALL MEDIA TO LOCATE IF NEEDED CI /' SEE SPECIFICATIONS /' POSITION ROOT CROWN 2'ABOVE a w i9 .0 / u / 2. BURLAP,TWINE AND METAL BASEKET H 3 - /�✓ CURB-SEE CIVL, O i/�✓ FINISH GRADE TO BE CUT AND REMOVED ENTIRELY 2 N F— W r, /[CML TYP `. 2'ROCK MULCH DOWN TO BASE OF ROOTBALL AFTER J Z SIDEWALK-SEE TREE IS SET(MATERIAL ON BOTTOMLai CAN REMAIN).IF ROOT BALL IS 0 J W 2) STAKES,AS SPECIFIED. O < ATTACH TO TREE WITH'CINCH UNSTABLE OF BREAKING,ONLY = TIES'-NAIL TO STAKE. REMOVE TOP 12'OF BURLAP •00T BARRIER,24'DEEP,TYP. U d _ 3. STAKING TO REMAIN NO MORE THAN 3 W -OOTBALLTORESTONSTABLE T ROOTBALLTORESTONSTABLE TWOVEARC GERSSOWNERSREP U N HDIRECTS LONGER STAKING PERIOD., PEDESTALPEDESTALMAINTAIN2'STRAPSLACKAROUND/ PIPE,SEE CINL TRUNK STAKES TOBE EMBEDDED MINiii1 TRAIN ROCK- F /j DRAIN ROCK,SEE CIVIL 36'BELOW FINISH GRADE ,r �` SEE CIVIL 4. ROOT BALL TO REST ON STABLE GEO-TEXTB.E ` DRAW ROCK- GEO-TEXTILE FABRIC,SEECJ FABRIC,SEE CIVIL ��/ \ SEE CIVIL CIVIL PEDESTAL OFPSOIL OR STORMWATER DRAIN PIPE,SEE '•`--`--` ................---COMPACTEDI ---`-----'—'---- COMPACTED SUBGRADE FACILITY TOPSOIL.PEDESTAL SOILS TO CIVIL SUBGRADE HAVE LESS THAN 3%ORGANIC MATTER CONTENT.INSTALL IN 6'LIFTS. DRAWING NO: STORMWATER TREE PLANTING L4.0 7 MOM NOT TO 544E 35 OF 47 LEGEND SIGNAL AND DETECTOR LEGEND CAgy�T LUMINAIRES e INSTALL A MODEL 3325 CABINET AND CONTROL EQUIPMENT LEO INSTALL LED LUMINAIRE SEE "POLE ENTRANCE CHART." WITH RISER FRAME, ORIENT LOUVERED DOOR AS SHOWN. e INSTALL INTEUGHT X3C ATC CONTROLLER, WITH LATESTLai VERSION OF MAXTIME SOFTWARE AND MAXVIEW ATMS INSTALL PHOTOELECTRONIC CONTROL RELAY ON POLE. V SOFTWARE (SINGLE LICENSE). Oc CONTROLLER (SEE SIGNAL PLAN). GENERAL NOTES ® 120/240 VOLT METERED BASE MOUNTED SERVICE CABINET. © INSTALL ALUMINUM (30"x36", TYPE "WY) "LEFT TURN 1. LOCATION OF CONDUITS AND JUNCTION BOXES AS SHOWN ON THE YIELD ON GREEN BALL" SIGN (R10-12). PLANS ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE STAKED BY P ® INSTALL NEW TYPE "G1" ALUMINUM STREET NAME SIGN THE CONTRACTOR IN FIELD AND VERIFIED BY THE ENGINEER BEFORE (N=NUMBER). INSTALLATION. ® INSTALL (T=TYPE) WASHINGTON COUNTY STANDARD INSTALL ALUMINUM (30"X36", TYPE "W7") LEFT AND TRAFFIC SIGNAL MAST ARM POLE (SEE "POLE ENTRANCE 4 RIGHT ARROW SIGN (0R3-5TD). 2.CONTRACTOR SHALL COORDINATE WITH PGE FOR POWER SERVICE. THE CHART"). CONTRACTOR SHALL INSTALL CONDUIT AND WRING TO THE POWER eh V INSTALL (L=LENGTH) FOOT TRAFFIC SIGNAL MAST ARM. SOURCE AS REQUIRED BY PGE. THE CONTRACTOR SHALL COORDINATE CONDUITS WITH PGE (SERVICE DESK 503-323-6700) AND JEREMY BOTSFORD eL (503-672-5407) A MINIMUM OF 4 WEEKS BEFORE STARTING PGE INSTALL (L=LENGTH) FOOT LUMINAIRE ARM. RELATED INFRASTRUCTURE TO SCHEDULE A COORDINATIONMEETING INSTALL PEDESTRIAN SIGNAL PEDESTAL WITH FRANGIBLE O INSTALL (S) IN. ELECTRICAL CONDUIT. FOR ALL POWER REQUIREMENTS. REFERENCE PGE WORK ORDER PP BASE. e INSTALL CONDUIT BY HORIZONTAL ALLOWED.DIRECTIONAL NUMBER M2861910. CONTRACTOR SHALL CONTACT PGE A MINIMUM OF ® 2 WEEKS PRIOR TO REQUIRED PGE INSPECTIONS. INSTALL VEHICLE SIGNAL PEDESTAL WITH TRANSFORMER BASE. DC DETECTOR CONDUIT (SEE DETECTOR PLAN). 3.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO WASHINGTON COUNTY ORDINANCES AND SPECIAL PROVISIONS. THE 2018 OREGON SIGNALS ec ELECTRICAL CONDUIT (SEE SIGNAL PLAN). STANDARD SPECIFICATIONS FOR CONSTRUCTION. AND THE OREGON STANDARD DRAWINGS USTED BELOW. INSTALL PHASE (Ph=PHASE) PEDESTRIAN COUNTDOWN 1.0 PUSHBUTTON. LABOR CLAMSHELL SIGNAL WITH MOUNT AND AUDIBLE PEDESTRIAN 4. REQUIREDOALL FOR THE SIINALOP OPERATIONS SHOWN ON MATERIALS, PLAN. INSTALL PHASE (Ph=PHASE) VEHICLE SIGNAL WITH MOUNT ® INSTALL CHANNEL (Ch=CHANNEL), (N=NUMBER) ALL SIGNAL CONTROL EQUIPMENT SHALL BE TESTED AT THE COOT BARREL FIRE PREEMPTION DETECTOR UNIT. SIGNAL LAB IN SALEM AT THE CONTRACTORS EXPENSE PER W• ITH 2" FLUORESCENT YELLOW REFLECTIVE SHEETING ON FF INSTALL CHANNEL Ch=CHANNEL FIRE PREEMPTION SPECIFICATION. BACKBOARD. e DETECTOR FEEDER CABLE. ) CliONBOX 5 UTIUTIENE SANDACTOR LL VERIFY THE LOCATIONS OF EXISTING COORDINATE THIS WORK WITH THE UTILITY OINSTALL 17"x10"x18" (MIN. DIMENSION) PRECAST WIRES AND CABLES COMPANIES/AGENCIES TO ELIMINATE ANY CONFUCTS. CONCRETE JUNCTION BOX. N G INSTALL (N=NUMBER) NO. (G=AWG WIRE SIZE) XHHW WIRES.Ark INSTALL 17"x10"x18" (MIN. DIMENSION) PRECAST 6.THE ENGINEER SHALL FIELD VERIFY THE LOCATION OF ALL SIGNAL MYCONCRETE JUNCTIONBOX WITH CONCRETE APRON. N G INSTALL (N=NUMBER) NO. (G=AWG WIRE SIZE) THWN. EQUIPMENT BEFORE INSTALLATION. Ark INSTALL 22"x12"x18" (MIN. DIMENSION) PRECAST Y CONCRETE JUNCTION BOX WITH CONCRETE APRON. n INSTALL 1 NO. 8 AWG THWN (SIGNAL SYSTEM COMMON). • INSTALL 30"x17"x18" (MIN. DIMENSION) PRECAST CONCRETE JUNCTION BOX WITH CONCRETE APRON. n INSTALL POLY PULL UNE. INSTALL TANDEM 30"x17"x12" (MIN. DIMENSION) PRECAST LW INSTALL LOCATE WIRE. • CONCRETE JUNCTION BOXES WITH CONCRETE APRONS (SEE TM472 FOR DETAILS). el INSTALL (X=NUMBER OF CABLES) CONTROL CABLE(S) WITH © INSTALL 24"x30"x24" FIBER OPTIC HAND HOLE WITH G (N=NUMBR) (G=AWG WIRE SIZE) AWG CONDUCTORS. ND CONCRETE APRON (SEE TM472 FOR DETAILS). V INSTALL RADAR CONTROL CABLE (T=RADAR UNIT ID). OSINSTALL 6" MAX. SAND POCKET BLOCK-OUT WITH (S=SIZE) INCH CONDUIT TO JUNCTION BOX. © INSTALL (X=NUMBER OF CABLES) PHASE (Ph-PHASE) LOOP FEEDER CABLES.© JUNCTION BOX (SEE SIGNAL PLAN). 0 o DETECTION SP AL HEAD/BRACKET TYPES \\kE.D PROFf el INSTALL PHASE (Ph=PHASE) 6' ROUND VEHICLE 2 = 12"R, 12"Y, 12"G LNG I N EFR�/� S '(a' DETECTOR LOOP. B = ADJUSTABLE SIGNAL BRACKET ASSEMBLY W/ RAIN 18,503 INSTALL PHASE (PH=PHASE) 2Jf' DIAMOND BICYCLE CAP(S) (INSTALL 1" GALVANIZED CHASE NIPPLE) 3 AB = ADJUSTABLE SIGN BRACKET ASSEMBLY W/RAIN CAP(S) 4, DETECTOR LOOP. SP = SIDE POLE MOUNT Digitally Signed xmua221M1Bn•07av w IIIINSTALL RADAR DETECTOR UNIT (U). LABEL RADAR DETECTOR UNITS "M" RADAR DETECTOR UNIT ID AND APPROACH DIRECTION. OREGON ® INSTALL PHASE (Ph) DETECTION ZONE ON RADAR (U) PLANS ACCOMPANIED BY DRAWINGS: 0D0T TM450, c9 `�G 966 Q WITH MAXTIME DETECTOR NUMBER (N). TM457, TM460, TM462, TM465, TM467, 1M470, �/ Y 1Q Q� 3 © INSTALL (N=NUMBER) PAIR OF LOOP WIRES. TM471, TM475, T4482, TM485, TM488; WASHINGTON '4N ^ 4\ o ® COUNTY 6831, 6911, 6912, 6913, 6921, 6922. /(• S Op 4 e INSTALL WAVETRONIX CUCK 656 SDLC BIU CABINET INTERFACE DEVICE. 8 EXPIRES:DEC. 31, 2021 0 RDescription andA�°"d""° Date ,,, By SHEET SW WALL STREET — TECH CENTER DRIVE PARTMENT r 720 SW Washington St.Suite 500 IMPROVEMENTS PROJECT D KS W 13125 S.W. GON MOM WOWS BLVD. ry Portland,Oregon 97205 ; TIGARD, OREGON 97223 www.dksassouates.com WILE: 503-639-4I77 W FAX: 503-624-0752 TRAFFIC SIGNAL LEGEND xxGnxn wwwncARo-oacov RLE NO SW 72ND DR/SW TECH CENTER DR DES1 4 GCA I DRAWS MRZ CHECK: BKC PROJECT NO CfP 95061 .56 c SIGNAL PLAN CONSTRUCTION NOTES POLE NO. 5 ® STA. 56+16 (75.0' LT) Ot COORDINATE WITH JEREMY BOTSFORD 0 0 I P ` �,,�� (503-672-5407) AT PGE WORK ORDER > ©pp® PL ©®®G3© PL In M2861910 FOR POWER SERVICE CONNECTION. v `�� PROVIDE 4 WEEKS NOTICE TO INITIATE POWER I p e CONNECTIONS. R/W m 1 �` NOTE: ��N11nn�,, $1/A - SEE SHEET TS-01 FOR LEGEND. ..t.t- NOT ALL UTILlPES SHON" © ® p \ ©'�Z®m©pp=0 1 2 I CONTRACTOR TO CONTACT UTILITY © �4 n 4 -\i ��\ 6 1 �i COMPANIES FOR FIELD LOCATIONS. ® I I NOTE �r / ® i FIELD VERIFY MEASUREMENTS PRIOR TO POLE NO. 4 /L 7 , Immo .. CONSTRUCTION. STA. 55+48 (34.6' LT) I I/ R/W 160 4Val -4 4 I P j�4& ©8t�m t` \ NORMAL PHASE ROTATION 7.-- f - � 12 SD �� STA. 6+O. 6 \I� 1 STA. 58+35 (13.0' LT) _c. 0 \�. ©pp®m©em©m® vA: I v SW TECH CENTER DR \11 m1 \�v, ©IQ�m m O V ® "l I I�� IXi A�� Phv u7. v o 1 , a/c >�' • o vnioN k STPTA. 55+65 (27.3' RT) III LE NO. 3 ''® •a XII 0,� I 9 ©© Q Mir,c 1\ az; CHANNEL A CHANNEL B CHANNEL C gam' •1411,- Ill \ ® r \` i11 v RRE PREEMPTION OPERATION V Tian. -�V°� \ A " \\ ' POLE N0. 7 '1��1�� 0000 STA. 56+41 (4.2' RT) R/W � _� - T�� ®�. • 9' A . Lie 0 ' ,o m 94 ELte LW PL [ 2 I PL ®®©�®✓IC!eI© � I�.` ' ' c �/ POLE NO. 2 '�� ,', [�,.f�� ©©© STA. 55+88 (35.0' R17 '; Q O it��®�© ��Vvvm0 �`%.1 PRarzt g1 I LW PL © ' `41:© • TOURCEEAERIAL F'N 1�8,503 e� /� d EMeiei©©© ®mOm® . , ,�� • CONNECTION 150' J �� OOV00© � © ` �` vow N zazo.azn1 1:1n .�� pp G,� POLE N0. 1 Digitally Signed.0"4: memo �. STA. 55+91 (42.1' RT) OREGON RAW Z d / ©0 ✓L c Q �+�'� �j tr 1a `9 P2 3 m©�© SCALE: 1" = 20' NN/C. COPE'\, 0' 20 10 0 20 EXPIRES:DEC. 31. 2021 § Revisions and Addendlme SHEET ENCVNEERINQ oNPJDN SW WALL STREET - TECH CENTER DRIVE Description Date No. By PUBLIC WORKS DEPARTMENT TS-02 ET 720 SW Washington St,Suite 500 • 13125 S.W. HALL BLVD. R DKS wwwdksassso�aates.com I , TIGARD, OREGON 97223 IMPROVEMENTS PROJECT ✓'" - VFOAT,'503 +o7 2 TRAFFIC SIGNAL PLAN TIGARI) WNW TIGARD-OR.GOV FILE Np k SW 72ND DR/SW TECH CENTER DR DESIGN: G'CA DRAWN:MRZ CHECK: BKC PROJECT NCRC1P 95061 37 /W DETECTOR PLAN ATI pro/no DESIGN APPROACH SPEEDS STREET APPROACH POSTED SPEED A SW 72ND AVE NB 30 MPH SW 72ND AVE SB 30 MPH 13 R/W DISTANCE/ ^ DETECTION SW TECH CENTER DR EB 25 MPH V ZONE LOCATION LOOP/ZONE 410144 R/W NUMBER (FEET) ATC PHASE SLOT MAXTME # 1 75 - 4 —I8U — 8 2 50 BIKE 4 —I8L — 9 3 5 = 4 —I9U 10 8 6 2 :: � � 5 2 — 13L 3 m l y i2 15 2 —14U — 4 'alI 2 —14L — 5 I I VArk 33—100 - 600 2 3 RADAR DETECTION BIU 09 OUTPUT 1 34 400 - 406 2 41 RADAR DETECTION BIU 09 OUTPUT 2 R/W hi �I 50 400 — 406 6 43 RADAR DETECTION BIU 10 OUTPUT 2 ■ 7440 V if 1i 00Co i LOOP/RADAR WIRING DIAGRAM �0��Q© i`�7 0© ` "DISTANCE" IS FROM STOP LINE TO CENTER OF LOOP E>1® , "DETECTION ZONE LOCATION" IS FROM STOP LINE TO NEAR EDGE 40� � �� ®11219Cwm o ©gym m , s SW TECH CENTER DR v �n v ,„-- i © 0 iek ea oto el t N.Ns:, f S ,'AM ��V.* ` ) . ® 0J ©CIO NOTE: // 0 ] �•ia � SEE SHEET TS-01 FOR LEGEND. R/WJ V e �d4© �V*, \�© m@© , � `s 1 ,irk R/V4 "NOT ALL UALIAES SHOWN" .`` \ m % �` CONTRACTOR TO CONTACT UTILITY mmoommde © ,r 0 © ,\ ®® COMPANIES FOR FIELD LOCATIONS. y O `. \ a NOTE: ®v® FIELD VERIFY MEASUREMENTS PRIOR TO CONSTRUCTION. \ \ \ \ fa 0 R W \ , A,A,,, ,�' I! \S�\SEO PROfFff% i \ ,,1,1�r.� 4J �" 18.503 . �4/, N Digitally Signed 20p e424120155-11-VO w. OREGON ✓(N �9 g SCALE: 1" = 40'ill ��j9N/{ 1COQc0" 1v. A 40 20 0 40 EXPIRES:DEC. 31, 2021 i Revisions and Adderldms a SW WALL STREET — TECH CENTER DRIVE PUBIJC WOWS DEPARTMENT S Description Date No. By 15 720 SW Washington St,Suite 500 13125 S.W. HALL BLVD. IMPROVEMENTS PROJECT D I�S Portland,Oregon 97205 i7CAR0, OR£GON 9722J www.dksassodates.00m VOICE: 503-6J9-4171 FAX: 503-624-0752 DETECTOR PLAN iF TIGARI) W'I4W.71GARD-OR.GOV FILE NC) DESIGN: GCA DRAWNMRZ I CFECIG BKC PRGECT NO CIP 95061 SW 72ND DR/SW TECH CENTER DR POLE ENTRANCE CHART See Washington County Std. FOUNDATION Drawings g911,691u, 6 13 EQUIPMENT ON POLE EQUIPMENT ON MAST ARM INFORMATION LUMINAIRES FIXTURES (See Washington County Standard (Length in Feet and Equipment Type) Drawings 6921 end 6922) POLE DWG. PED. PED. That TRAFFIC ARM STANDARD FOOTING FOOTING TYPE SIGNAL PUSHBUTTON CABINET SIGNAL LENGTH D 1 D2 D 3 D 4 D 5 D 6 D7 FOO a DEPTH DEPTH ARM ARM MOUNTING TYPE DIT TYPE DRNE WATTAGE NO. NO. DEG DEG. DEG DEG TYPE SQUARE ROUND LENGTH DEG. HBC�iT CURRENT 1 TS-02 WCSM3L 180 90 30 RAD V2 F F5 V2 MS WCSM3L 15'-0" 14'-0' 15 0 35 LED II 700 89 2 TS-02 VP 320 320 0 3 TS-02 PP 270 270 4 TS-02 PP 80 80 5 TS-02 WCSM4L 0 40 1 4 7 11.5 145 22.5 92.5 SA RAD F F V2 V2 8N8 WCSM4L 15'-6' 15'-6' 15 270 35 LED II 700 89 1 6 TS-02 WCSM2 270 25 V2 SA V2 13.5 2SNs° WCSM2 14'-0" 13'-6" 7 TS-02 PP 340 340 BRACKET MOUNT(SEE TRAFFIC SIGNAL PLAN FOR MOUNT TYPE): V2=Traffic Signal Type 2,Adjustable Signal Bracket Mount(See Std.Dwg.TM462) V6L=Traffic Signal Type 6L,Adjustable Signal Bracket Mount(See Std.Dwg.TM462) s'-s' SA=Sign,30'x36"Aluminum with Adjustable Sign Bracket Mount(See Std.Dwg.TM465) 11— SNS=Street Name Sign MISC.ITEMS: _ D7 D8 Vehicle Signal Head 72 1 F=Fire Preemption,(See Std.Dwg.TM465) — �f Pedestrian Head sw "d Ave J PP=Pedestrian Signal Pedestal(See Std.Dwg.TM457) _ D5 RAD=Radar Unit \ SIGN NO. 1 "=Foundation control point and top of anchor rod elevations to 0 be verified pdor to foundation installation — 6/e,.\( at 10'-0" D2Dl2aArm sw Tech Center Dr 270 SIGN NO. 2 Pedestrian Head —% 111 g Terminal Cabinet X ,� NOTE. a �: 4 ��, ‘,D PRD�'F�, Equipment shown on orientation dlWarn d Equipment shown on orientation dagram o is clarification of distance and erdea al is clarification of distance and angles of 270' N G I N e #equipment that may be located on a equipment that may be located on a V �" 18,503 pedestrian pedestal or vehicle pedestal Pedestrian Head Mast Arm or Pole w livt Pedestrian Head Digitally Signeclm ra4tnoras PEDESTRIAN PEDESTAL/ VEHICLE PEDESTAL MAST ARM POLE ORIENTATION DIAGRAM OREGON 0 Q 6 641 G<Y iQ N9 /94,k, COPE-\'P p EXPIRES:DEC. 31, 2021 hRevisions and DeeorIpbon Addendum. Date No. ENGINEERING DMSION SW WALL STREET - TECH CENTER DRIVE By PUBUC WORKS DEPARTMENT TS-04 Fi 720 SW Washington St,Suite 500 h D KS Portland,Oregon 97205 7.3125 TIGARD,SOREGON 9 2 IMPROVEMENTS PROJECT www.dksassoaales.com VOICE: 503-639-4171 FAX. 503-624-0752 TRAFFIC DETAILS T IGARD WWWTICARD-OR.GOV SW 72ND DR/SW TECH CENTER DR FILE NO DE81Gt. GCA I DRAWN MRZ I CHECK: BKC PROJECT NO0 C/P 95061 39 RADAR MOUNTING DETAILS - - / ' 7 _ / \ ® -_ / I / TO MAKE AIMING POSSIBLE, \ / THE SENSOR BRACKET SHOULD \ _ ® - \ / BE MOUNTED AT A 45 / DEGREE ANGLE TO THE ROAD ` _ e4c111J I � �12LOOP5 ." DRIP ATTACH DRIP LOOPS TO I / \ / I MOUNTING TENON, USING / / .. APPROVED CABLE TIE / / / \ ' \ DRILL, TAP AND INSTALL A / / DRILL TAP AND INSTALL A STAINLESS \ / \ STAINLESS STEEL 1/4" / / TSENSOR BRACKET SHOULDS THE STEEL 1/4" COARSE THREAD BOLT FOR MAST ARM.GROUNDING AS CONDUCTOR O \ \ \ COARSE THREAD BOLT FOR ATTACHING/ CONDUCTOR GROUNDING TO POLE. / / AT A 45 DEGREE BE MOUNTED TOPTHE ROAD 1 / (GROUNDING AS PER NEC) N. / � / 1 NOTE: \ S • ®- = ALL BOLTS, NUTS AND WASHERS SHALL `� / BE 304, OR 316 STAINLESS STEEL- ® = UNLESS NOTED OTHERWISE. \ / \ 12" DRIP LOOPSATTACH RIP LOOPS / NOTE: MOUNTING TENON, USING • ® - \ APPROVED CABLE TIE / MOUNT RADAR DETECTOR ASSEMBLY AS PER / MANUFACTURERS RECOMMENDATIONS. N 7 / DRILL TAP AND INSTALL A GALVANIZED \,a PROft g METALLIC STRAIN RELIEF FOR WIRING D ti ENTRANCE FROM RADAR DETECTOR fKFIZON1AL MA�AF A MOUNT N o INTO MAST ARM, OR POLE. (.--‘.-CEI ' 18,503 E. \ Digitally Signed-0 �13:2304 00 ..7. \ OREGON 6 y 1��`�,SIGNAL E MOUNT REPAIR GALVANIZINGACCO ��,9 ✓G41 (Y TO' ,9� p�O 3aT ASTMRAI 780NG T0 K, C 0?C'� t CABLE CM EXPIRES:DEC. 31, 2021 Description Date Addendum �,,, Ny SHEET SW WALL STREET - TECH CENTER DRIVE TS-05 D KS 720 SW Washington St,Suite 500 ry Portland,Oregon 97205 �13125 T/GARD,SOREGON BLVD. IMPROVEMENTS PROJECT w'Nw.dksassoaates.com VOICE 503-639-4171 �"'LL- FAX; 503-624-0752 TRAFFIC DETAILS TIGAXtI) WWWTIGARD-OR.GOV SW 72ND DR/SW TECH CENTER DR �� DE3m GCA DRAWS MRZ I CHECK. BKC PROJECT NO C1P 95061 40 LEGEND 3 UGHT POLE TABLE ® INSTALL ALUMINUM STREET UGHT POLE, LUMINAIRE ARM, MOUNTING ARM WMINAIRE FOUNDATION, AND COBRA STYLE LED LUMINAIRE (SEE LIGHT POLE I OFFSET* LIGHT LIGHT LOSS POLE TABLE ON THIS SHEET) STREET STATION' HEIGHT LENGTH NO. (It) (ft) (ft) MANUFACTURER PGE PART NUMBER WATTAGE TYPE LUMINAIRE NO. (N) FOR ROADWAY ILLUMINATION (SEE LIGHT SOURCE FACTOR O POLE TABLE ON THIS SHEET) 1 WALL STREET/TECH CENTER DRIVE 43+82 2.5 FC 30 6 LEOTEK GCM2-40H-MV•WW-2R•GY-700-PCR7-RWG-WL-FDC-PGE LED 88 II 0.86 2 WALL STREET/TECH CENTER DRIVE 44+80 2.5 FC 30 6 LEOTEK GCM2-40H-MV-WW-2R-GY-700-PCR7-RWG-WL-FDC-PGE LED 88 II 0.86 m REMOVE EXISTING LIGHT POLE. 'FC=MEASURED FROM CENTER OF POLE TO FACE OF CURB(2.0 FT MIN). Illii EA=MEASURED FROM CENTER OF POLE TO EDGE OF ASPHALT(2.0 FT MIN). CONNITS BS=MEASURED FROM CENTER OF POLE TO BACK OF SIDEWALK(2.0 FT MIN). INSTALL CONDUIT BY HORIZONTAL DIRECTIONAL DRILLING, OPEN TRENCH NOT ALLOWED. O INSTALL (S=SIZE) INCH CONDUIT. OINSTALL CONDUIT AND WIRE AS REQUIRED BY PGE. LIGHTING VALUES TABLE* JUNCTION BOX TARGETED ACHIEVED TARGETED ACHIEVED Q FURNISH AND INSTALL PGE APPROVED 17'x30"x18' LOCATION AVERAGE AVERAGE UNIFORMITY UNIFORMITY JUNCTION BOX. ILLUMINANCE(fc) ILLUMINANCE(fc) (Avg/Min) (Avg/Min) O INSTALL 17'x1O'x18* (MIN. DIMENSION) PRECAST CONCRETE ,UNCTION Box. INTERSECTION INFFES WALL STREET/TECH CENTER DRIVE(COLLECTOR/COLLECTOR) >_1.2 1.2 n3.0 3.0 *TARGETED LIGHTING VALUES BASED ON LOW PEDESTRIAN AREA CLASSIFICATION,UNLESS OTHERWISE NOTED. PL INSTALL POLY PULL LINE. N G INSTALL (N=NUMBER) NO. (G=AWG WIRE SIZE) XHHW WIRES. eINSTALL (N=NUMBER) NO. (G=AWG WIRE SIZE) COPPER XHHW WIRE (GREEN IN COLOR). latteia e INSTALL BASE MOUNTED SERVICE CABINET, 120/240 VOLT METERED. MINELLAMM Pwa POWER SOURCE. O IRRIGATION CONTROLLER, SEE LANDSCAPE PLANS. OBEN NOTES 1. UTILITY LOCATIONS ARE APPROXIMATE AND NOT ALL UTIUTIES ARE SHOWN. LOCATION OF EXISTING UTILITIES SHALL Li(1TNG NOTES BE VERIFIED. CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES THROUGHOUT CONSTRUCTION. MAINTAIN AND PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED. COORDINATE ALL WORK WITH UTILTY COMPANIES TO 1. UGHT POLE SHALL BE ALUMINUM, ANCHOR BASE, 30 FOOT, SINGLE ARM TYPE STYLE WITH 6' MAST ARM: ELIMINATE CONFLICTS. MANUFACTURL; DRAWING NUM I:R: VALMONT INDUSTRIES INC. 270845805T4 1MA06328 2.FOUNDATIONS, JUNCTION BOXES, AND CONDUIT SHOULD BE INSTALLED AT LOCATIONS SHOWN ON PLANS. IF HAPCO 21-585PGE CONFLICTS ARISE, FOUNDATIONS. JUNCTION BOX, AND CONDUIT LOCATIONS MAY BE MODIFIED IN THE FIELD PER P&K Poles (Flagpole Inc) RTA8L30AAS1632D ENGINEER APPROVAL. ALL LIGHTING EQUIPMENT MUST BE PLACED WITHIN THE RIGHT OF WAY. 3. 2. COBRAHEAD STYLE LUMINAIRE SHALL BE: 4.ALL PROPOSED STREET LIGHTING JUNCTION BOXES, CIRCUITRY. CONDUITS, PULL ROPES, ANCHOR BOLTS, AND MANUFACTURER. CATAI OCT NUMBER o CONCRETE FOUNDATIONS SHALL BE INSTALLED BY CONTRACTOR PER PGE REQUIREMENTS. REFER TO PGE LEOTEK GREEN COBRA SEE LUMINAIRE TABLE , ��p PROFfJ 0 ELECTRICAL SERVICE REQUIREMENTS, JANUARY 2020. 3. ANCHOR BASE SU (147) CONCRETE FOOTING SHALL BE 11 INCH BOLT CIRCLE, 1'-8 NC GALV STEEL: • 5.ALL STREET UGHT POLES, LUMINAIRE ARMS, LUMINAIRES, LAMPS AND WIRING SHALL BE FURNISHED AND INSTALLED MANUFACTURFP- CATALOG NUMBFR. a G 1 N f f O BY THE CONTRACTOR. OLD CASTLE 5CL—LB—PGE F' 18,503 l -: 6.FIELD VERIFY ALL MEASUREMENTS PRIOR TOU CONSTRUCTION. FINAL LIGHT POLE LOCATIONS SHALL BE APPROVED IN 4. PGE TYPE 2: JUNCTION BOX (17-X30'18-) SHALL BE RATED TIER 22 FOR THE BOX AND TIER 15 FOR THE UD ACCORDING TO ANSI/SCTE 77-2010 CATALOONIIMRFR. THE HELD BY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. NEWBASISCTIiRFR FCA1 FCA173018T-90026 Digitally Signedmmw1z I3:1e5:-07W 7. ACCOMPANIED BY OREGON STANDARD DRAWING TM 471. TM472 and TM482. QUAZITE (HUBBELL) A42173018A017 OREGON W OLD CASTLE/CARSON INDUSTRIES 17301620 B 8.ALL CONDUIT ELBOWS SHALL BE LONG RADIUS 36' FIBERGLASS. CDR (ELECTRIMOLD) N/A ✓G 99rc Q cl HIGHLINE CHA173018HE1 'P 4 Y 10, 4 i9 NUMBERSONTAT JEREMY BOTSFORD PGE (503-672-5407) TO COORDINATE SERVICE CONNECTIONS. REFER TO WORK ORDER ARMORCAST A600164OTAX18-PGE /4 VJ� CC�Q. o �n. co0- z 10. MAINTAIN A MINIMUM 12 INCH CLEARANCE BETWEEN ALL EXISTING UTILITIES AND NEW FOUNDATIONS, JUNCTION >✓ BOXES, AND ELECTRICAL CONDUIT. EXPIRES:DEC. 31, 2021 ^° 'Addendum SHEEWEE I> SW WALL STREET - TECH CENTER DRIVE ` m Description Date No. BY PUBLIC WORMS CEPAR1 T IL-01 m 720 SW Washington St,Suite 500 ,3I25 S.W. HALL BLVD. IMPROVEMENTS PROJECT Portland.Oregon 97205 " DGARD, OREGON 97223 - D KS WWw.dksassoclates.com - E:503-6249 0752 c rrc. . . WNW F7GARD—OR.COV ILLUMINATION DETAILS AND LEGEND } DESK3N: GCA DRAWN MRZ CHECK: BKC PROJECT NO C/P 95061 4 1 ILLUMINATION PLAN \ I Nx \ \ \ \ \ CONSTRUCTION NOTES t COORDINATE WITH JEREMY BOTSFORD + M2861908 FOR POWER SER AT PGE VICE CONNRK ECTION. PROVIDE FOUR WEEKS NOTICE TO INITIATE � ` \ POWER CONNECTIONS. ��` X O COMPLETE BYXIPOE. LIGHT POLE TO BE �% \ o Iirl JOG©ELI ©o m©gyILIm ., ��\‘..,4 i,,a, .,.4 � po©E 01110, 40 �j _- —.__ .- - I _ '��,� i.. �.; u = 24 ©S �•- R�n s 8" • ®�' , g M�z , W - SW TECH CENTERIDR 1 9y ,gyp PROFFf^ cY SEE�SHEET IL-01 FOR LEGEND. �-2\414N/Gg,03 f'fl✓�- NOTE: N / �� FIELD VERIFY MEASUREMENTS PRIOR TO Digitally Signed 2112o04.22 MMIT.Mo700. CONSTRUCTION. OREGON tn 4 "NOT ALL UALIAES SHOWN" �'pj ✓G4r 10. �996 4O o CONTRACTORPANT TO CONTACT TI NTY = 4- '4� `• CO?�\,P COMPANIES FOR FIELD LOCATIONS. r1 IMINO 40 20 0 40 EXPIRES:DEC. 31, 2021 i Revisions and Description Ate Date No. B, ENCIPIEERNO DIVISION 1vo s SW WALL STREET - TECH CENTER DRIVE PUBLIC ,SHEET Cl a 720 SW Washington St,Suite 500 I3125 LL BLVD. Portland,Oregon 97205 i I3125,S.W..W. HALL 97223 D KS www.dksassociates.com lam- . IMPROVEMENTS PROJECT VOICE 503-639-4171 FAX. 503-624-0752 ILLUMINATION PLAN TIGARn wwtvl7cA coV SW WALL ST/SW TECH CENTER DR FEE NO 9506 DESIGN: GCA DRAWN:MRZ CHECK: BKC PROJECT NO CIP 95061 42 • STRUCTURAL SHEETS 50I DIFR PIPE SHAFTS MECHANICALLY STABILIZED EARTH (M Al RETAINING WAUg tit uusc SI GENERAL STRUCTURAL NOTES 1. SOLDIER PILE SHAFTS SHALL BE FILLED WITH EITHER CONTROL DENSITY FILL (CDF) IN THE DRY OR PUMPABLE 1. ALL USE WALLS SHALL BE CONSTRUCTED IN GENERAL CONFORMANCE WITH PRECAST MODULAR BLOCK SUPPLIER - .1.31. - 52 SPECIAL INSPECTION LEAN CONCRETE (PLC) IN THE WET. INSTALLATION REQUIREMENTS. THIS INCLUDES, BUT IS NOT LIMITED T0: �.i.- S3 RETAINING WALL PLAN 1.1. PRECAST MODULAR BLOCK LAYER STAGGERING. W ,..� S4 SOLDIER PILE WALL SECTION AND DETAILS 2. CDF/PLC IS A SELF-COMPACTING, CEMENRTIOUS, FLOWABLE MATERIAL REQUIRING NO SUBSEQUENT VIBRATION 1.2. PRECAST MODULAR BLOCK INTERLOCKING CONNECTIONS. �• �� SS WISE WALL SECTION AND DETAILS OR TAMPING TO ACHIEVE CONSOLIDATION. THE CONTRACTOR SHALL PROVIDE A MIX DESIGN CONFORMING TO 1.3. PRECAST MODULAR BLOCK-TO-GEOSYNTHETIC SOIL REINFORCEMENT CONNECTIONS. GENERAL STRUCTURAL NOTES' SECTION UNTIL THEUTIUZE ENGINEIER 229 HAS REVIGUIDE TO EWED THE MIX DESIGN.P 1.4.CDF/PLC MIX DESIGN. NO CDF/PLC SHALL 1.4. PIPES OF UTIUTIES INSTALLED THROUGH PRECAST MODULAR BLOCKS OR REINFORCED SOIL ZONES. IIXRRES 12/31/20I 1.5. FENCES/BARRIERS INSTALLED ON BLOCKS OR WITHIN REINFORCED SOIL ZONES. 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION. 3. CDF SHALL BE DESIGNED TO HAVE A MINIMUM 28-DAY STRENGTH OF 50 PSI AND PUMPABLE LEAN CONCRETE 1.6. SHOP DRAWINGS SHALL PROVIDE DETAILS FOR CURVED WALL SEGMENTS. PRECAST MODULAR BLOCK w THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT DOCUMENTS AND HAVE A COPY OF THEM SHALL BE DESIGNED TO HAVE A MINIMUM 28-DAY STRENGTH OF 100 PSI. NEITHER MATERIAL MAY EXCEED 300 CONNECTIONS, AND GEOSYNTHETIC SOIL REINFORCEMENT CONNECTIONS- ON SITE AT ALL TIMES. gi PSI. THE MIX SHALL BE FLOWABLE (APPROXIMATE SLUMP 3 TO 10 INCHES). 1.7. ALL PRECAST MODULAR BLOCKS SHALL BE WET-CAST CONFORMING TO ASTM C1776. 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED 4. TEST UNIT WEIGHT, YIELD, AND AIR CONTENT PER ASTM D6023 AND 28-DAY COMPRESSIVE STRENGTH PER ASIM CONSTRUCTION OR WHERE CONFLICTS EXIST. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST ADDITIONAL 04832D 2. DESIGNED MSE WALL SYSTEM IS REDI-ROCK PC BLOCKS BY REDI-ROCK OF NGINEEEY, AN. OTHER WET OR DRY CAST PROPRIETARY WALL SYSTEMS ARE ACCEPTABLE AS APPROVED BY ENGINEER. REGARDLESS OF STSI AM m' INFORMATION (RFlz) AND/OR CLARIFICATIONS BEFORE CONSTRUCTION. SELECTED, ALL PRECAST MODULAR BLOCKS SHALL BE FROM THE SAME SUPPLIER. 5. THE WATER/CEMENT RATIO SHALL BE CALCULATED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIAL. M to 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2018 INTERNATIONAL BUILDING CODE (IBC) WITH 3. CONCRETE USED IN THE PRODUCTION OF THE PRECAST MODULAR BLOCK UNITS SHALL BE FIRST-PURPOSE FRESH w w 3 MODIFICATIONS BY THE 2019 OREGON STRUCTURAL SPECIALTY CODE. 6. PROPOSED ADMIXTURES SHALL BE APPROVED BY THE ENGINEER PRIOR TO USE AND INCLUDED IN THE MIX CONCRETE MEETING THE REQUIREMENTS OF ASTM C94. EACH CONCRETE BLOCK SHALL BE CAST IN A SINGLE DESIGN. CONTINUOUS POUR WITHOUT COLD JOINTS. PRECAST MODULAR BLOCK UNITS SHALL HAVE THE FOLLOWING y6 A 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. ENGINEER SHALL BE PROPERTIES. g NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 7. COMPACTION OF CONTROLLED DENSITY FILL IS NOT REQUIRED. 3.1. 26-DAY COMPRESSIVE STRENGTH 4,000P51 6 5. THE CONTRACTOR. SUBCONTRACTORS AND SUPPUERS SHALL ENSURE COORDINATION OF CONTRACTOR CONTROLLED DENSITY FII1_.CDF1• 3.2. MAXIMUM WATER/CEMENT RATIO - 0.45 0 SUPPLIED/DESIGNED ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN DISCIPLINES WITHIN THE 3.3. AGGREGATE CLASS DESIGNATION = 35 a W'^ CONSTRUCTION SET. COORDINATION SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE CONTRACTOR 1. CONTROLLED DENSITY FILL (COP) SHALL BE FLOWABLE, SELF-COMPACTING, MID SELF-LEVELING. SUBMIT MIX 3.4. AIR CONTENT = 6%±1}R 5 �'^ SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION AND DELIVERY TO THE DESIGN FOR REVIEW BY THE PROJECT STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. c S' PROJECT SITE. THE PROJECT ENGINEER SHALL BE NOTIFIED IF CONFUCTS EXIST. 3.5. SLUMP = 5HALF u LLsu 3.6. EXCLUDING HALF-BLOCK UNITS AND CORNER UNITS, STANDARD INDMDUAL PRECAST MODULAR BLOCK UNITS 2. IF THE CDF MIX DESIGN SPECIFIED HEREIN HAS NOT BEEN USED PREVIOUSLY BY THE SUPPLIER, OR IF - a 6. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS. PROCEDURES, AND DIRECTED BY THE ENGINEER, TEST BATCHES SHALL BE PRDUCED TO ENSURE FLOWABIUTY AND STRENGTH OF SHALL BE 28'WIDE, 18'TALL, AND 46]' LONG; ALLOWABLE TOLERANCES PER SPECIFICATIONS. MODULAR i <io SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL THE PROPOSED MIX. 28 DAY STRENGTHS MAY BE USED IN UEU OF 90 DAY COMPRESSIVE STRENTHS PROVIDED BLOCKS SHALL HAVE PRECAST INTERLOCKING CONNECTIONS SUITABLE OF RESISTING MINIMUM 6.000LB/FT OF NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OFSHEAR. INTERLOCKING CONNECTIONS SHALL ALLOW FOR A 0' SET-BACK (NO WALL BATTER) PER BLOCK THAT THE 28 DAY STRENGTH IS NO LESS THAN 80% OF THE SPECIFIED LOWER BOUND COMPRESSIVE STRENGTH. CONSTRUCTION. COURSE. o-o 3. CDF SHALL HAVE A COMPRESSIVE STRENGTH OF NO LESS THAN 50 PSI, TESTED AT 28 DAYS. o o s 7. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE SHORING z 4. PRECAST NODULAR BLOCKS SF44LL BE CAST WITH A SLOT SUITABLE FOR 12' WIDE STRIPS OF GEOSYNTHETIC SOIL Lx- AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT ATTAINED DESIGN 4. ALL CDF SHALL BE AIR ENTRAINED WITH A MINIMUM AIR CONTENT OF 12R. REINFORCEMENT TO PASS THROUGH. STRENGTH. 8. PRECAST CONCRETE LAGGING' 5. WALL BACKFILL AND DRAINAGE SHALL CONFORM TO GEOTECH RECOMMENDATIONS. CLADDING, WATERPROOFING, AND ARCHITECTURAL FEATURES ARE NOT PART OF THE STRUCTURAL DESIGN. ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED FOR I. LAGGING SHALL ATTAIN A 5,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 6. TEXTURED WALL FINISH IS PERMITTED FOR EXPOSED WALL SEGMENTS. WALL FINISH Al OWNER'S OPTION, SUBMIT CONSTRUCTION. REPRESENTATION OF SUCH FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE. REFER TO THE ENGINEER OF RECORD FOR APPROVAL. (/) TO ARCHITECTURAL DRAWINGS AND/OR SPECIFICATIONS. 2. REINFORCING STEEL SHALL CONFORM TO ASTA1 A615, GRADE 60. 7. ALL WALLS SHALL BE SUPPORTED BY CONCRETE LEVELING PADS WITH MINIMUM 6'THICKNESS. STEP FOOTINGS OR W LEVELING PADS OF GREATER THICKNESS UP TO 12' THICK MAY BE REQUIRED TO ACCOMMODATE GEOMETRIC ~ DESIGN I OADIL PER 2018 IBC AND 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 3. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% (A) 1X AIR ENTRAINMENT BY VOLUME. AIR SITE/ROADWAY CONDITIONS. LEVELING PADS SHALL SATISFY THE CRITERIA FOR AASHTO CLASS B CONCRETE AND 0 ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260 AND C494. HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500PSI. Z 1603.1.5 - EARTHQUAKE DESIGN CRITERIA• RISK CATEGORY II 4. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2' FOR /5 AND SMALLER BARS AND 2' FOR }6 B. GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE INSTALLED IN GENERAL CONFORMANCE WITH SUPPUER INSTALLATION SEISMIC IMPORTANCE FACTOR. lc T.00 AND LARGER BARS. REQUIREMENTS AND PROJECT SPECIFICATIONS. -J SPECTRAL ACCELERATION. Si 0.86 g T SHALL BE MIRAFI MIRAGRID 5%T OR ENGINEER APPROVED EQUAL, SEE Q SPECTRAL ACCELERATION, Sz 0.39 g 5. AT CONTRACTOR'S OPTION, IT IS STRUCTURALLY ACCEPTABLE TO CUT LAGGING TO SIZE. TREAT CUT ENDS OF PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SITE CLASS E REINFORCING WITH CORROSION RESISTANT PAINT OR OTHER APPROVED COATING. 1. MECHANICAL; CC SPECTRAL RESPONSE COEFFICIENT, 5oz 0.75 g 1.1. MECHANICAL ANCHORS SHALL BE INSTALLED BY OUALIFIED PERSONNEL TRAINED TO INSTALL MECHANICAL Z SPECTRAL RESPONSE COEFFICIENT, So, 0.64 g 6. LAGGING MUST BE PLACED SO THAT NO UNSUPPORTED VERTICAL EARTH FACE IS TALLER THAN 4 FT. AND THAT ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE W THE VERTICAL EARTH FACE IS NOT LEFT UNSUPPORTED FOR LONGER THAN 8 HOURS. PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, FOUNDATIONS: 0 1. STRUCTURES WITHIN HAVE BEEN DESIGNED IN ACCORDANCE WITH THE DRAFT GEOTECHNICAL REPORT PREPARED BY STRUCTURAL STET• SUBMITTALS: GRI OF 9750 SW NIMBUS AVENUE, BEAVERTON, OREGON. PHONE: (503) 641-3478, DATED SEPTEMBER 30. 2019. 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON THE PLANS: THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL SUBMITTALS FOR APPROVAL, THE CONTRACTOR SHALL BE FAMILIAR WITH THAT SUPPLEMENTAL REPORT INFORMATION AND THE RECOMMENDATIONS PRIOR TO CONSTRUCTION. FOR THE FOLLOWING ITEMS: CONTAINED THEREIN. PLATES & BARS- ASTU A36 W-SECTIONS - ASTM A992 1. CONCRETE MIX DESIGN AND PROPOSED ADMIXTURES 2. ALL FOUNDATIONS TO BEAR ON UNDISTURBED NATIVE MATERIAL, OR GRANULAR COMPACTED ENGINEERED FILL. PER ANGLES - ASTM A36 2. STRUCTURAL STEEL SHOP DRAWINGS C THE PROJECT CONTRACT DOCUMENTS. COMPACT TO 95X OF OPTIMUM PER ASTM D1557. THE CONTRACTOR IS 3. SOLDIER PILE WALL SUBMITTAL 'Z - '' DIRECTED TO THE GEOTECHNICAL REPORT IN THE PROJECT SUPPLEMENTAL INFORMATION FOR ADDITIONAL 2. PREPARE AND COAT STEEL ELEMENTS FOLLOWING THE LIMITS PROVIDED IN THE CONTRACT DOCUMENTS. 4. PRECAST CONCRETE LAGGING INFORMATION. EXCAVATIONS FOR RETAINING WALLS SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PREPARATION AND COATING SHALL COMPLY WITH ODOT SPECIFICATION 00594. 5. SHOP DRAWINGS FOR MSE RETAINING WALL PREMANUFACTURED BLOCKS AND SOIL REINFORCEMENT Cl) N PLACING OF FILL AND/OR CONCRETE RETAINING WALL. 6. SHOP DRAWINGS FOR MSE RETAINING WALL CURVED WALL SEGMENTS Y) a 3. STEEL EXPOSED TO WEATHER THAT IS NOT PAINTED SHALL BE HOT-DIP GALVANIZED. UNLESS NOTED OTHERWISE. 7. MATERIALS TESTING REPORTS • c 3. MECHANICALLY STABILIZED EARTH (MSE) WALL BACKFILL, PER GEOTECHNICAL ENGINEER: JOB SITE CONDITIONS AND SAFETY. � z 3.1. WELL GRADED, CRUSHED ROCK HAVING LESS THAN 5X PASSING THE No. 200 SIEVE (WASHED ANALYSIS). 4. ALL STRUCTURAL CONNECTION BOLTS SHALL BE ASTM A325, UNLESS NOTED OTHERWISE. HOOKED, HEADED, 3.2. WALL BACKFILL AND GROUND SLOPE IN FRONT OF WALL IS LEVEL. THREADED, AND NUTTED ANCHOR RODS SHALL BE ASTM F1554 (Fy = 36 Kzi), UNLESS NOTED OTHERWISE. 1. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS CO C u DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; � 1 i 4. SOIL DESIGN CRITERIA, PER GEOTECHNICAL ENGINEER: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND 3 4.1. SOLDIER PILE WALLS THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER AND IT'S REPRESENTATIVE HARMLESS 1 4.1.1. PASSIVE PRESSURE: SEE LOADING DIAGRAM FROM GEOTECHNICAL REPORT BELOW FROM ANY AND ALL UABIUTY, REAL OR AIIFrED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ACTIVE PRESSURE: SEE LOADING DIAGRAM FROM GEOTECHNICAL REPORT BELOW SEISMIC PRESSURE: SEE LOADING DIAGRAM FROM GEOTECHNICAL REPORT BELOW PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGUGENCE OF THE ENGINEER. 4.2. MECHANICALLY STABILIZED EARTH (USE) WALLS 4.2.1. SOIL DENSITY (IN-SITU): 110 PCF 4.2.2. SOIL DENSITY (BACKFILL): 130 PCF I- 4.2.3. SOIL 9 (IN-SITU): 321 W 4.2.4. SOIL 0 (BACKFILL): 35 W 4.2.5. K,,: 0.18g > C)4.2.6. ALLOWABLE BEARING CAPACITY:2,000 PSF 4.2.7. LIVE LOAD SURCHARGE 200 PSF DURING PERMANENT LOAD CASE (MSE WALL) 250 PSF DURING CONSTRUCTION LOAD CASE (SOLDIER PILE WALL) I- CC a_ CI W Q CC W MI OIFR PILE WALL GFOTFCHNICAL LOADING DIAQ&AM COCY N W W ~ J O a V > I H ~ W UEnI- � Hz DRAWING NO: 1 16HI 35H,-' 155Hy SiSFIF,4r A L pASSIVF NOTE: FOR SURCHARGE LOADING. J I PRFSSURF PRFSSURf PRFSSURF SEE GEOTECHNICAL REPORT 43 or 47 STRUCTURAL OBSERVATION REQUIREMENTS. TABLE 2 TABLE 5 ___.___, 1'-:: ' 1. THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE OREGON LICENSED REQUIRED STRUCTURAL SPECIAL INSPECTORS REQUIRED TESTING FOR SPECIAL INSPECTIONS PROFESSIONAL ENGINEER. APPROVED BY THE ENGINEER OF RECORD. TO PERFORM STRUCTURAL - . INSPECTION OBSERVATIONS IN ACCORDANCE WITH SECTION 1702 OF THE INTERNATIONAL BUILDING CODE. TESTING SYSTEM OR MATERIAL IBC CODE CODE OR FREQUENCY REMARKS STe TEM'OR MATERIAL IBC COOS COOE OR FREQUENCY REMARKS 'Norco 2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A REFERENCE STANDARD REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED REFERENCE CONTINUOUS PERIODIC REFERENCE STANDARD .5,, d CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE I REFERENCE CONTINUOUS I PERIODIC �SGftad STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE FABRICATORS GEOTECHNICAL RESPONSIBILITY FOR ANY OTHER INSPECTION CRITERIA, INCLUDING SPECIAL INSPECTION, AS SPECIAL INSPECTION IS REQUIRED GEOTECHNICAL ENGINEER TO ITS 12I31/20I REQUIRED BY THE BUILDING OFFICIAL OR AS INDICATED WITHIN THE INTERNATIONAL BUILDING FOR STRUCTURAL LOAD-BEARING PERFORM TESTING OF 1803 TESTING PER GEOTECHNICAL REPORT CODE. 1704.2.5 X MEMBERS AND ASSEMBLIES COMPACTED FILL MATERIALS 6. FABRICATED ON THE PREMISES OF A FILL IN-PLACE DENSITY OR I 3. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING OFFICIAL (AND FABRICATOR'S SHOP. PREPARED SUBGRADE DENSITY % (A) BY THE GEOTECHNICAL ENGINEER o THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION). THE SPECIAL INSPECTOR SHALL VARIES: AT THE CONCLUSION OF THE STRUCTURAL SYSTEMS, INCLUDED WITHIN THE PERMIT, THE VERIFY THAT THE FABRICATOR CLASSIFICATION STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL AND THE OWNER (AND THE MAINTAINS DETAILED FABRICATION 1705.E )r ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION) A AND QUALITY CONTROL PROCEDURES AND TESTING m 1704.2.5.1 MATERIAL VERIFICATION OF X (A) BY THE GEOTECHNICAL ENGINEER WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED, AND SHALL REVIEW FORU CONTROLLED W w 3 DEFICIENCIESENRESOLVED. WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NO7 COMPLETENESS AND ADEQUACY FILL BEEN RESOLVED. RELATIVER TOREQUIREMENT. THE CODE MATERIALS k _ _ REQUIREMENT. CEMENTITIOUS MATERIALS A 4. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE SPECIAL INSPECTIONS REQUIRED BY d STRUCTURAL OBSERVER TO PERFORM THE REOINRED STRUCTURAL OBSERVATIONS. IN ADDITION, SECTION 1705 ARE NOT REQUIRED FABRICATE SPECIMENS AT TIME THE CONTRACTOR SHALL NOTIFY THE OWNER AND STRUCTURAL OBSERVER A MINIMUM OF 48 WHERE THE WORK IS DONE ON THE FRESH CONCRETE IS PLACED x HOURS BEFORE THE TIME AT WHICH THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PREMISES OF A FABRICATOR PRIOR TO CONCRETE o N PERFORMED. IN ADDITION THE CONTRACTOR SHALL UPDATE THE STRUCTURAL OBSERVER OF THE FABRICATORS REGISTERED AND APPROVED TO PLACEMENT, FABRICATE ASTM C172, ONCE EACH DAY FOR A GIVEN CLASS i • CONSTRUCTION PROGRESS. PERFORM SUCH WORK WITHOUT SPECIMENS FOR STRENGTHOF CONCRETE, OR LESS THAN ONCE �%� SPECIAL INSPECTION. APPROVAL TESTS, PERFORM SLUMP AND TABLE ASTM C2631 X FOR EACH 150 YDS OF CONCRETE. X: Jew 5. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOWING AREAS OF WORK: AIR CONTENT TESTS. AND 1705.3 ACI 26.12 28.5. _� y u SHALL BE BASED UPON REVIEW OFOR LESS THAN ONCE FOR EACH B 5.1. FOLLOWING THE DRILLING OF THE FIRST FIVE REPRESENTATIVE SHAFTS, PRIOR TO STEEL DETERMINE THE TEMPURATURE 5,000 FT2 OF SURFACE AREA FOR zo THE FABRICATOR'S WRITTEN OF THE CONCRETE. i <_� PILE PLACEMENT PROCEDURAL AND QUALITY CONTROL FROM IN-PLACEWALLS. ONCE EACH SHIFT 5.2. FOLLOWING THE COMPLETION OF PILES, PRIOR TO CONCRETE LAGGING PLACEMENT FROM WORK OR FROM 1704.2.5.2 MANUALS AND PERIODIC AUDITING OFO u W 5.3. FOLLOWING THE COMPLETION OF THE MSE WALL LEVELING PAD FABRICATION PRACTICES BY A _ TEST PANEL AND MINIMUM ONE o o 5.4. FOLLOWING THE INSTALLATION OF THE FIRST LAYER OF USE WALL SOIL REINFORCEMENT. NATIONALLY RECOGNIZED SPECIMEN FOR EACH 50 CUBIC 5.5. FOLLOWING THE COMPLETION OF ALL STRUCTURAL ELEMENTS CONTAINED HEREINw`o ACCREDITING FABRICATION, AT CONCRETE STRENGTH TABLE ASTM C39 X YARDS. IREDOPERRTHE TESTS AS z o S- SPFCIAI_INSQFCTIO c• COMPLETION OF FABRICATION, THE 1705E REQUIRED PER THE BUILDING _ APPROVED FABRICATOR SHALL OFFICIAL. SUBMIT A CERTIFICATE OF CONCRETE SLUMP ASTM C143 X (I) 1. AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER SHALL PROVIDE SPECIAL COMPLIANCE TO THE BUILDING INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE AS OFFICIAL STATING THAT THE WORK CONCRETE AIR CONTENT TABLE 1705.3ASTM C231 X Z OUTLINED IN THE TABLES ON S-2 AND S-3 FOR THE STRUCTURAL SYSTEMS OUTLINED HEREIN. WAS PERFORMED IN ACCORDANCE CONCRETE TEMPERATURE ASTI C1O64 X O ALL OTHER ELEMENTS SHALL COMPLY WITH THE SPECIAL INSPECTION & TESTING REQUIREMENTS WITH THE APPROVED CONSTRUCTION OF CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. DOCUMENTS. IBC 1910.10: SPECIMENS SHALL BE F- CEYENTITIQUS MATERIALS TAKEN FROM THE IN-PLACE OR 0 2. THE TESTING AGENCY SHALL PROVIDE THE ENGINEER OF RECORD, THE OWNER. AND THE SHOTCRESTRENGTHFROM TEST PANELS, AND SHALL BE W TE 1908.10 ASTM C42 % BUILDING OFFICIAL COPIES OF ALL RELEVANT TEST REPORTS AND SPECIAL INSPECTIONS. TOLERANCES AND REINFORCING TAKEN AT LEAST ONCE REINFORCEMENT. EAINSPECT TABLE ACI 318: PLACEMENT FOR PER ACI 318 26.6: BUT NOT LESS THAN ONE EACH INSPECTIONS. INCWDING PRSTRESSING 1705.3, CH. 20. 25.2. X SPACING LIMITS FOR REINFORCING 50 CUBIC YARDS OF 3HOTCRETE ( ) TENDONS, AND VERIFY 1908.4 25.3. ACI 318 25.2 Z SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 1704 SHALL BE PROVIDED FOR THE ITEMS IN THE PLACEMENT 26.5.1-25.6.3 PROTECTION OF REINFORCEMENT PER - FOLLOWING TABLES. ACI 318 20.6 TABLE J TABLE 1 _ VERIFY USE OF REQUIRED MIX 1705.3,VERIFY ACI 318:CH. Q 1904.1, 19, 26.4.3. X U REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS DESIGN(S) 1904.2. 2644 INSPECTION1 1908E 908.2, T,T]ILM OR MATERIAL IBC CODE CODE OR FREQUENCY REMARKS INSPECT CONCRETE PLACEMENT TABLEREFERENCE STANDARD CONfiNUOU FOR PROPER APPUCATION 1705.3ACI 318: 26.5 X (l I REFERENCE PERIODIC TECHNIQUES VERIFY EMMAINTENANCE OF TABLE ACI 318: SOILS SPECIFIED CURING TEMPERATURE 1705.3, 26.5.3 - X (A) Cl O GEOTECHNICAL AND TECHNIQUES 1908.10 28.5.5 �_ u ClC L c INVESTIGATION SHALL INSPECT FORMWORK FOR SHAPE, /�� GEOTECHNICAL TABLE INCLUDE ITEMS OF LOCATION, AND DIMENSIONS OF TABLE ACI 318: coY! INVESTIGATIONS 1705.6, SPECIAL INSPECTION THE CONCRETE MEMBER BEING 1705.3 25.11.1.2 X (A) 1 Y/(U r 1803 AND TESTING AS FORMED 4� NOTED IN TABLE 5 I=MR __ OF THE GUIDELINES ma i_r.. o REFER TO INSPECTION OF VERIFY TO PROPER TABLE X FABRICATION OF STRUCTURAL FABRICATOR REQUIREMENTS u o u CO DEPTH AND HAVE REACHED 1705.6 ELEMENTS 1704.2.5.1 MSC 360 N2 X A. PROPER MATERIAL APPROVAL BASED ON NATIONALLY .k 6. TESTING OF RECOGNIZED ACCREOIRNG AUTHORITY PERFORM CLASSIFICATION TABLE COMPACTED FILL ASTMA6 - AND TESTING OF 1705.5, % MATERIALS (SEE ASTI COMPACTED FILL MATERIALS 1803.5.1 TABLE 5) STANDARDS 1705.2.1 SPECIFIED IN VERIFY USE OF PROPER MATERIAL VERIFICATION OF 2203.1 CONSTRUCTION X CERTIFIED MILL TEST REPORTS U MATERIALS, DENSITIES AND BY THE STRUCTURAL STEEL TABLE DOCUMENTS W LIFT THICKNESSES DURING TABLE 1705.2 X GEOTECHNICAL PLACEMENT AND 1705.5 ASC 360 N3.2 ENGINEER COMPACTION OF COMPACTED AEC 360 A3.1 W FILL MSC 350 1.I5.5 > CC PRIOR TO PLACEMENT OF FOR OTHER STEEL IDENTIFICATION I- C. d COMPACTED FILL. OBSERVE TABLE MARKINGS TO CONFORM TO ASTM TABLE MANUFACTURER'S MANUFACTURER'S CERTIFIED TEST 0 W im SUBGRADE AND VERIFY THAT X STANDARDS SPECIFIED IN THE ASTIR MATERIAL X 1705.E 1705.2 REPORTS CC VI Q CC Er SITE HAS BEEN PREPARED APPROVED CONSTRUCTION STANDARDS PROPERLY. DOCUMENTS LI NLAJ W I- -.1Z M O Q V > = O 3 W a CJ (n I- = I y_ IN I F DRAWING NO: S2 44 OF 47 ix r Ci aQfa b 441 Y . Iowes 12/31/201 .4 0 r m C w w 7 I. SF - SOLDIER PILE, SEE 54 - / 4 t \.\ FOR SCHEDULE - J 2. CONTRACTOR SHALL VERIFY PILE LOCATIONS DO NOT CONFLICT WITH ANY NEW OR EXISTING UTILITIES. i o PUBOC UTILITY ' ' * Op �rcX , g>> EASEMENT _ j * t?O`' = t_ _ - - ! i� NEO l z 4,0 — — a p+ o.c. xi _ �W CI SPACES a o 0 FENCE c ROW 8 039.1 0 1 pE1G NTH x SP28 W I 19 SPACES O 8'-0' o.c. MAk -� CNII FOR' x o t i if 10 152'-0' _ =x x -� * SP27 - X % M Y -- X % % Y- X % % X x K [ X Y x X N % K [; ; - : SP7 SP2 SP3 SP4 SPS SPB SP7 SP8J SP9 SF10 SP11 5P12 SP13 SP14 SP15 5P16SPI7 SP18 SP1�20SP21 SP23 OFWALLB _ 2'-0' DIA. LEAN ALIGNMENT AT Q PILE J WALL B CONCRETE DRILLED 0 SHAFT, TIP. UNLESS Q og © NOTED OTHERWISE bogCD 0=g 02.5 Z o=o N K Z Y s / S N ` ' Li g - S - - - - ..:2,c v Q� o< 0 In w E SW TECH N o O o CENTER DRWE .0,/% woe a. g a 0" o FINAL BLOCK MAY VARY CC 2 o w 2S 3'-1Qt6"WIDE REDI-ROCK FROM STANDARD LENGTH ++ W <- 'o o RETAINING BLOCKS OR 0 AS NEEDED TO CREATE . Cy i QMY I O APPROVED EQUAL ® 178'-0" TOTAL WALL N 3 LENGTH. _,. 1 WORKLINE O FRONT FACE ` — _ — _ — — — — _ — — — — — — — — OF RETAINING BLOCKS — — T (E) SOLDIER PILE WALL A ROW -y WALL BY OTHERS 1-1-1W I— CC d -..-_ U' 1n H- w PROJECT PLAN VIEW s J z - Or t'-D' (3< w > > = O r~ CC � w - UtnF- - n M Air ,J DRAWING NO: S3 45 OF 47 SOLDIER PILE SCHEDULE IAiNli OFFSET TO FINISHED FINISHED GRADE ( Y PILE SHAFT PILE PILE It TO FT TIP TO TOP OF TOP OF GDE AT BACK AT FRONT OF BOTTOM OF LENGTH OF SHAFT NUMBER DIAMETER SECTION STATION ADCNMENT SOLDIER PILE CONCRETE SHAFT OF WALL WALL LAGGING STEEL PILE -.FCEN (n) ELEV A (FT.) ELEV B (FT.) ELEV C (FT.) ELEV 0 (FT.) ELEV E (FT.) SECTIONELEV F (FT.) '4iroorI 4 SP1 2'-0" W14X68 41+93.86 L29.53 170.42 167.22 167.22 166.55 164.55 11.08 159.34 (E201Is 12/31/201 SP2 2'-0" W14%68 42+01.86 L29.53 170.61 169.92 169.92 166.34 164.34 20.54 150.07 NOTE: PILE SHAFTS SHALL BE SP3 2'-0" W14X68 42+09.86 L29.53 170.64 170.11 170.11 186.10 164.10 23.50 147.14 i DRY AND/OR DEWATERED PRIOR SP4 2'-0" WI4X68 42+17.86 L29.53 170.66 170.14 170.14 165.84 163.84 23.50 147.16 c TO POURING CDF/PLC MATERIAL. J IF TREMIE CONSTRUCTION SPS 2'-0' WI4X68 42+25.88 L29.53170.66170.1fi170.16165.56163.5623.50147.1B to METHODS PRE REWIRED, THE CONTRACTOR SHALL PROVIDESP6 2'-0" W14X68 42+33.86 L29.53 170.84 170.14 170.14 165.25 163.25 23.50 147.34 m¢ STEEL Og FL STEEPROPOSED PROCEDURES FORSP7 2'-0" W14%68 42+41.86 L29.53 171.11 170.34 170.34 164.93 16293 26.41 144.70 rnSOLDIER PIL REVIEW BY THE FOR FOR REVIEW w w3SOLDIER PILE w TOP OF STEEL PILE ELEV. AND LIFTIN PRIOR TO CONSTRUCTION. SP8 2'-0" W14X68 42+49.86 L29.53 171.15 170.61 170.61 164.58 162.58 29.27 141.88 2pSHALL EQUAL TOP ELEV. OF HOL A w HIGHER ADJACENT LAGGING SP9 2'-0' W14X68 42+57.86 L29.53 171.15 170.65 170.65 164.20 162.20 _ 29.27 141.88 Bi Y. MEMBER, EXTEND PAST TOP SP70 2'-0' W14X68 42+65.86 L29.53 171.15 170.50 170.50 1fi3.81 161.81 29.27 141.88 d ^•6 5/16"'TYP. Y. OF SHAFT AS REQUIRED Tpp OF SOLDIER PILE 0 2'-Ob ELEV. A SP11 2'-O" W14X68 42+73.86 L29.53 171.00 170.17 170.17 163.40 161.40 29.27 141.73 e DRILLED SHAFTS~ - WWISP12 2'-0" W14X68 42+81.86 L29.53 170.67 169.86 169.86 162.99 160.99 29.27 141.40 _ E. TOP OF CONCRETE 6" MIN. FINISHED GRADEiri FINISHED GRADE TOP OF SP13 2'-0" W14X68 42+89.86 L29.53 170.36 169.59 169.59 162.58 160.58 32.09 138.27 cc '�^�> SHAFT TO MATCH TO TOP OF LAGGING AT BACK OF WALL CONCRETE SHAFT x (E) GRADE 0 / / / / ' ELEV.0 ELEV. 6 SP14 2'-0' W14X68 42+97.86 L29.53 170.09 169.41 169.41 162i7 160.17 32.09 138.00 i z93 /. //. �/. //e SP15 2'-0" W14X68 43+05.86 L29.53 169.91 169.20 169.20 161.76 159.76 32.09 137.82 z <8 EXISTINGMS GRADE ,� © 2'0 HOLE TO BE S P16 2'-0" W14X68 43+13.86 L29.53 170.17 168.94 168.94 161.34 159.34 32.09 138.08 o 5,1� DRILLED PRIOR TO, FACE OF PRECAST -- - c \ I �/ PAINTING�/ �� CONCRETE LAGGING SP77 2'-0" W14X68 43+21.86 L29.53 170.17 169.67 169.67 160.93 758.93 34.10 136.07 o Y SP18 2'-0" W14%68 43+29.86 L29.53 170.17 168.59 168.59 160.52 158.52 34.10 136.07 g L f�`/\ \ SP19 2'-0' W14Xfi8 43+37.86 L29.53 169.09 168.14 168.14 160.11 158.11 34.10 134.99 / \ SP20 2'-0" W14X66 43+45.86 L29.53 168.64 167.68 787.88 159.75 157.75 32.09 136.55 (/1 NATIVE MATERIAL i SP21 2'-0' W14X88 43+55.17 L29.53 168.18 167.21 167.21 159.35 757.35 32.09 136.09 J J PRECAST CONCRETE /� // //� • FACE OF STEEL SP22 2'-O" W14%68 43+64.57 L29.53 167.71 166.60 166.60 158.94 156.94 32.09 135.62 Q -SOLDIER PILE LAGGING PER 1/S-4 RANGE SP23 2'-O" WI4X68 43+73.97 L29.53 _._767,10 186.00 166.00 158.54 156.54 32.09 135.01 j W SP24 2'-0' WI4X68 43+83.38 L29.53 166.89 ___ _ _168.39 166.39 156.14 156.14 34.10 132.79 0 MANUFACTURED DRAINAGE SP25 2'-0" W14X65 43+9278 L29.53 166.89 164.80 164.80 157.74 155.74 32.09 134.B0 W MAT CENTERED BETWEEN J CI EACH SOLIDER PILES SP26 2•-0" W14X68 44+02.18 129.53 165.30 163.92 163.92 157.38 155.38 29.27 136.03 d Z 11 SP27 2'-O" WI4%68 44+11.58 L29.53 164.42 161.23 161.23 157.07 155.07 23.50 140.92 Q FINISHED SP28 2'-0" W14X68 44+20.98 129.53 161.73 158.55 158.55 156.60 154.80 14.36 147.37 CC FINISHED GRADE 0 BADE NOTE: VERIFY ALL GEOMETRY WITH CML DRAWINGS BEFORE FABRICATION AND CONSTRUCTION. W Z Jit FRONT_D F_WALL I '17��-�_ WRAP FACES OF LAGGING IN O BACKFILL VOIDS BEHIND LAGGING CONTACT WITH SOIL WITH ��\ STEEL SOLDIER PILE PER w/A FREE DRAINING MATERIAL WATERPROOF MEMBRANE. AT 0 LJ i2'-O"MIN. O AS APPROVED BY THE ENGINEER (n W �� y ` SCHEDULE ON S-4, CONTRACTOR'S OPTION, REMAINING BOTTOM OF / �//. CENTER ON SHAFT, PAINT 3" MIN. LAGGING NAY INSTEAD PORTION OF (n N. LAGGING ELEV. FROM TOP OF PILE TO CLEAR HAVE WATERPROOF GASKETS SOLDIER PILE �j �/ / MANUFACTURED DRAINAGE MAT6 v ELEV. E / BOTTOM OF LAGGINGSTEEL BETWEEN ALL PLANKS. / SHAFT �� /` CENTERED BETWEEN EACH SOLDIER ?-....--- 0 SOLDIER PILE K //// PILE,SINSTALLED IN 4'-0' LIFTS -6 5/16"TYP. q�-� J I I I AS EXCAVATIONNSTALL PROGRESSES DRILLED SHAFTS 4'-0" MIN. , tea .gi p O J I if N CD \ Q FINISHED GRADE I I .... M STEEL SOLDIER PILE PER - - - SCHEDULE, CENTER ON 1137 FINISHED GRADE WEEP HOLE f AT FRONT OF WALL - DRAIN f 1 7 .,�, FACE OF A i SHAFT. PAINT FROM TOP OF f JJ ¢1 PILE TO BOTTOM OF LAGGING ELEV. D FACE OF J 5" MIN. I FACE UGGING FBEFOREPER ELAG NG 5. PAINT ® -I PRECAST CONACGGINGRETE HORIZONTAL _ STEEL SOLDIER PILE y� INSTALLED. */ \/ >/\2 /> j\l y �-- MANUFACTURED /T PER SOLDIER E. CENTER c /\\ \\ \\ \\ \\ \\ 2•-0"0 LEAN 3" MIN. Y4 0 12" o.a DRAINAGE MAT CHIP OUT SHAFT ON SHAFT, PAINT FROM / / CONCRETE DRILLED BEARING VERTICAL CENTERED BETWEEN BACKFILL TO TOP FACE OF PILE TO / \/ SHAFT, CENTERED LENGTH EACH SOLIDER PILE PLACE LAGGING BOTTOM OF LAGGING /� j ON PILE WALL PLAN DETAIL U z'-0"r LEAN W CONCRETE DRILLED / SHAFT. TYP. UNO. EBOTTOM LF/aft ING OF O // /\ \\// > O MP al \ \/ 5' MIN. ce T�i CHAMFER CI Cr W 0 3"0 PVC WEEPHOLES SHAFT TIP 3" CLEAR PREFABRICATED /-CPILES RED BETWEEN (J W z S ELEV. F T MIN, 8" MAX �---- DRAINAGE MAT \ �MI Y5 O 6" o.c. I- ~ W T HORIZONTAL J W LI 03 � >SOLDIER PILE WALL SECTION ® WALL SECTION DETAIL O O Ce 1 1/2" - I'-O" 54 h- #5 •O 12' o.c. 2 O' 3 W d 1 VERTICAL E..), V I 1- - 6" AIAX• FINISHED I Y" GRADE PRECAST KEY BETWEEN 2" CLR. -1LAGGING UNITS. OMIT MIN ei AT TOP PRECAST UNIT AND CHAMFER CORNERS 1 WEEP HOLE DRAIN DETAIL O PRECAST LAGGING SECTION O DRAWING NO: 3" ,• 1'-0" 54 1 1/2" - 1'-0" 51 S4 46 OF 47 61iBY[ S CRUM ITXWAEs 12/31/201 a` MOVE B CHAIN LINK FENCE PER LACKS FORWARD to CML SHEETS. SEE USE DURING INSTALLATION TO m 2 2 In NOTE { ENGAGE SHEAR KNOBS USE RETAINING WALL SCHEDULE -, w LA. 12" OF%" TO Y.' CRUSHED FILL PER 0• BATTER BETWEEN NUMBER OF NUMBER OF MINIMUM SOIL ` • ROCK COURSE DIRECTLY CML SHEETS COURSES WALL HEIGHT' �� BLOCKS W/SOIL SOIL REINFORCEMENT TYPE REINFORCEMENT 1 I t ROADWAY CURB PER BEHIND WALL PER GEOTECH . VERTICAL (FRO REINFORCEMENT LENGTH. L' i SHEETS G h CI RECOMMENDATIONS g WALL A WORKUNE 8 12" WAFT 5XT GEOGRID -� O'-0' TO 3.-1)" 2 1 (OR EQUIVALENT) 2-3' u H ROADWAY DETAILS 1 l'-r } __.__ 12' MIRAFI 5XT GEOGRID _._..._ @ PER CML SHEETS I 6 IIr_ II I " I 1,=1 g 11-T Z 11' 3•-0• i0 {'-6' 3 2 J• • U �- 0 AT r11-1 IIKI E- r 6t, -71,14E-t (OR EQUIVALENT) i i i m 12" MIRAEI 5XT GEOGRID��- 7 .A• Ar•r• a 1•-6' 4'-fi'TO B'-0' 4 J (OR EQUIVALENT) 4-3• o ii<. . Pl`.�z i 4 r• .t74 °. TYP. f t t• ! •° 26• PRECAST o W c �' � � ��A•`: i MODULAR BLOCK 12' MIRAFI SXT GEOGRID 8 • • ° . _ +• i_{J r;A A•. -- g'-0' TO 7.-6" 5 4 (OR EQUIVALENT) 5-J i o z illy SV O�i. i11•, - ? • 7`'J}r. a \\ WALL (REDI ROCK __ -0:- • 77 4.0 `• OR EQUIVALENT) C 12' MIRAFI 5XT GEOGRID K�' 1�� { F }..0 _ . T'g"TO 9'-0- 6 5 (OR EQUIVALENT) g_g• PAVEMENT SUBCRADE 1 -• 71)1"- a PER GEOTECXQ' ( y .a WALL HEIGHT, , 12' MIRAFI 5%T GEOGRID Z RECOMMENDATIONS �,•, .t,� � � S.... SEE MSE RETAINING 9'-0'TO 10'-6' 7 6 (OR EQUIVALENT) 7 " O UNDISTURBED NATIVE SOIL JV i„•f T R •• • WALL �(VARIESS)ULL • WALL HEIGHT MEASURED FROM SOIL GRADE AT THE BASE OF THE WALL TO TOP OF RETAINING I- V) OR FILL PER GEOTECH _--1 ' ,.. t, r r1- 1 � • WALL SUBGRADE PORTIONS OF THE WALL ARE NOT INCLUDED IN THE TABULATED WALL HEIGHT RECOMMENDATIONS .r-•",-' -"A..A.A.z.zjtzit:fz".„__ .aim MINIMUM: RANGES. W Q - LEVEL GRADE s 2'-0', MSE WAIT NOTES (n 1_ NON-WOVEN CEDTEXTIN FILTER j ,��.• SEE GEOTECH I. ALL MSE WALLS OF VARYING HEIGHT SHALL CONFORM TO THE REQUIREMENTS OUTLINED IN THE w FABRIC BETWEEN DRAINAGE j'� ;- JO m RECOMMENDATION$ MSE RETAINING WALL SCHEDULE. PG BLOCKS OF MSE WALL$ SHALL BE LEVEL. TOPS OF WALL$ J COURSE AND BACKPILL PER I 3{ r•�! •' Pam. NC MAY BE STEPPED TO MATCH SOIL GRADE. J GEOTECH RECOMMENDATIONS ¢> fFL'+-- ' �f>ti °✓ 2. MAXIMUM (1) BLOCK MAY BE FULLY BURIED BELOW GRADE. / ( Y-1 -d �rx 40 3. FOR ALL LAYERS, SOIL REINFORCEMENT LENGTH, 'L', SHALL BE THE DISTANCE FROM THE BACK - - •q 4-�•. EDGE OF THE BLOCK LAYER TO THE END OF GEOGRID REINFORCEMENT. BACKFTLL PER GEOTECH t4j ••A A.r�� I 4. POST INSTALLED FENCES ATOP WALLS SHALL BE INSTALLED PER ODOT ANCHORAGE REQUIREMENTS. Z RECOMMENDATIONS r.". . E.O.R. SHALL BE NOTIFIED PRIOR TO ANCHORING TO WALLS. w Q �' -i ✓- • a 5. E.O.R. SHALL BE NOTIFIED OF NON-STRUCTURAL ELEMENTS AND UTILITIES THAT PRESENT 1< 'q'-u-,� `!. 6' MIN. CONFLICTS WITH SOIL REINFORCEMENT ZONES AND MSE WALL BLOCKS PRIOR TO CONSTRUCTION. U) SOIL REINFORCEMENT PER BA. 2.f .P:f-p,' 8a E,3 k' � _ 6. GRADE ATOP MSE WALL SEGMENTS SHALL BE FLAT. SCHEDULE, WRAPPED THROUGH Z .w.•"Y.%.•"•.•� . biz' BLOCK PER BLOCK {" PERFORATED DRAIN X q y e . .^• SHEET NOTFS - MANUFACTURER, TYP PIPE, SLOPE TO DRAIN UNREINFORCED 1. THE RETAINING WALL SHOWN VARIES IN HEIGHT ALONG ITS LENGTH. REFER TO CML SHEETS FOR CONCRETE LEVELING PAD WALL ELEVATIONS. CD g• 2'-4 6' 2. THE WALL SECTIONS SHOWN REPRESENT GENERAL WALL CONFIGURATIONS. THEY DO NOT SHOW THE cm WALL SEGMENTS ALONG THE LENGTH OF THE WALLS. REFER TO THE SITE PLAN ON 53 SOIL REINFORCEMENT LENGTH, AND WALL SCHEDULES FOR MORE INFORMATION. •L ' o L, SEE MSE WALL SCHEDULE MIN. 12' THICK COMPACTED CRUSHED 3. ROADWAY AND SITE FEATURES ARE GENERICALLY SHOWN FOR REPRESENTATIVE PURPOSES ONLY. n ROCK BELOW WALL FOOTING PER REFER TO CML SHEETS FOR MORE INFORMATION. I GEOTECH RECOMMENDATIONS - ---- I• ' MSE RETAINING WALL SECTION ® 1 co yyg ENO OF PRECAST T d MODULAR BLOCK WALL ____ L3.3r46", MATCH LENGTH TO HEIGHT OF USE WALL INTERFACE. COMPRESSIBLE RUBBER SEAL. MUST 1-- ACCOMMODATE lf,' MIN WALL MOVEMENT. W SUBMIT PROPOSED PRODUCT SPECIFICATION TO ENGINEER FOR APPROVAL. W ' CI I I— EC I3 "k � OW � CL EXISTING HP72s53� W N PILE, OR SIMILAR. Ce EX U VERIFY IN FIELD. I— W S CD N I— w 2'-12'v I/4 J w W I O 2"-12"A1/4 i • > _ U III U col IW- -- I _ n r Y 3' WIDE SHIM. 2'-12I ' 1/4 HILTI KB-TZ STAINLESS i EXISTING CONCRETE _ THICKNESS AS NEEDED STEEL.)f" DIAMETER -� LAGGING WITH 3F. EMBED. SPACE R)y'.6'. MATCH LENGTH TO 2'-12•/�1/4 VERTICALLY 0 9' o.c. I HEIGHT OF MSE WALL INTERFACE DRAWING NO: MSE INTERFACE WITH EXISTING WALL 1 S5 1" - I._,,- u 47 OF 47