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PFI2019-00184
CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT Ili COMMUNITY DEVELOPMENT111 Permit#: PF12019 00184 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 06/13/2019 Parcel: SEG885 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: 124th Avenue/Ann Court Culvert Replacement Project Description: Replacement of existing 30"culvert with a 6'9"by 10'3"larger culvert Owner: FEES Description Date Amount PHONE: Contractor: PHONE: FAX: Applicant: ANDREW NEWBURY PHONE: 503-718-2472 Total $0.00 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: See application Issued By: % �v2 Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00184 Type: Condition Name: Status: Severity: PFI_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 10-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports,on a weekly basis,to the City's Inspector. PFI_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 31 -OTHER Applied Notice Other City of Tigard RECEIVE PFI#: a��l co/by : ENGINEERING DEPARTMENT JUN 1 2 2019 1 TIGARD Public Facilities Iertgrui :ago gnt (PFI) Permit pt.ANNI /E PROJECT INFORMATION TYPE OF WORK Project name: 1244 it ILAvl u u . I Jc✓i- p_pia 6eHielrl ❑ TYPE 1—Franchise Utility Work Brief description of project: ee—pia ct.►M c...0-1- of otvi ex is-f J 30" performed by NWN,PGE, or utility agency C-'tom44 km-K' a 61-9" lay 10`--3 !c.✓c;t: ,ulJc✓4• 2 TYPE 2—ROW Sidewalk/Driveway/Sewer 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): SU) 1-2-01 C CO A vwi G.<•i. main line tap 0 TYPE 3—Full Scale Development Work SEG Ca ( PC performed with land use approval which includes any of the following: • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: Lf Y'I V of -1-.ja✓tA • Mainline installation for sanitary sewer, ( storm sewer, Tigard water, and Tigard Mailing address: 13t2c; SVJ 1-la,1I B iv'• water service area City/State: I JO 40 t Zip: 91723 O TYPE 4—Small Cell Technology O TYPE 5—Tigard Triangle Phone: 503-- iSt_ 7-41L Email:awd✓evAti e k,ydvd-O .5_-o'✓ Phone: ';03-117- .4417— NOTE: Type 1 and 2 applications may be Asn ►vGW'' b�r� emailed to rowpermits(c�tigard-or.gov. Contact name: Phone: ca3.1ig- ZLfl7._ Email: AvId(Cwv`c' - ,curd -oY.(Jov CONTRACTOR INFORMATION 0 Same as applicant Name: 3 1-.,v1t3S Ei v,✓oowlCv1tgi 1v1‹, CCB Number: 126 X17-3 Mailing address: 1r2O0I NC (Ohl AJ(. City/State: ►CW icvi WA Zip: W6 85 Phone: .34.0- 66‘-G4614 Email: cl51-aMcvk'tvlc,e, -2, 1,...,5s, t., c om ENGINEER INFORMATION Name: hawk C.Y Voov'h.e. - 40/ i1jec4 E,,,43 i,.,cG✓.nes Mailing address: 1 SVS Mace-J m AJC.Szit7 City/State: PGA.iv,vwt, OP- Zip: 912-3r1Sv Phone: 3_c.1ic'i-'Li32- Email: rOar c.zv,kv/y,Nc;+, c.,:t', ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 3 e-r O(DO (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes pa No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • 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. art-titwtJti AoctTe� kicweu,y 6/lz�l�� Applicant's or authoriz�agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: AR O/(7— OO f g,i Permit fee: Received by: °- Date: ( /.2 19 Approved by: '&411 Date: (.t(13 12011 Notified by: Date: City of Tigard • 13125 SW I Jail Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 4 PROJECT LOCATION Y� AYLOR'S FERRY i\ N ROAD ' CITY OF TOREGON trfo,,,„ ,G�O��SO� AXAh5Q- W94 STREET �' 124TH AVENUE/ANN COURT CULVERT REPLACEMENT BARROWS 7' CQ �` 84,4,NODNTA/ STREET MCDONALD /'D S BONITA A CIP PROJECT NO. 94038 RECEIVEDmil BEEF BEND RD. �A DURHAM JUN 122019 t tUA`A1,N RiyFR I ' 1 CITY OF TIGARD I 1 PLANNING/ENGINEERING I I VICINITY MAP I INDEX OF SHEETS I NO. NAME TITLE 1 G-01 COVER SHEET 2 G-02 LEGEND&GENERAL NOTES 3 C-01 EXISTING CONDITIONS&DEMOLITION PLAN PROJECT EXTENTS I I Gq- 4 C-02 CULVERT PLAN VIEW I J3?- 5 C-03 CULVERT PROFILE VIEW LJ w 6 C-04 LIDA SWALE PROFILE VIEW o: i 77 D-01 DETAILS z 8 D-02 DETAILS \ \ —— ——— 9 D-03 DETAILS \ , 10 D-04 DETAILS g / 11 S1.0 STRUCTURAL NOTES SW ANN COURT - Nfr —— ——— 12 S2. 0 PLAN VIEW,SECTION,&ELEVATIONS i+♦ *_s 13 S2.1 HEADWALL CONCRETE DETAILS 14 EC-01 EROSION CONTROL PLAN 15 EC-02 EROSION CONTROL DETAILS Ge' ,gv \ \ \ LU ATTENTION:OREGON LAW REQUIRES YOU TO FOLLOW Z RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION Lu CENTER.THOSE RULES ARE SET FORTH IN OAR Q 952-001-0010 THROUGH OAR 952-001-0090 YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. I 1,;'I I (NOTE:THE TELEPHONE NUMBER FOR THE OREGON I UTILITY NOTIFICATION CENTER IS(503)232-1987). cn I I ATTENTION:NOTIFY NW NATURAL AT(503)220-2415 WHEN I I EXCAVATING ING WITHIN 5'OF AN EXISTING HIGHH OAR 952G MAIN. ' J ' I 414N CALL BEFORE YOU DIG 1-800-332-2344 p I 31- LOCATION MAP ti PROJECT CONTACTS 3 TLAND OFFICE /1 OWNER: CIVIL ENGINEER: UTILITIES WEST 5331 T �RSWMACADAM AVE.,#287 PORTLAND,OR 97239 ;.; CITY OF TIGARD-DEPT.OF PUBLIC WORKS CENTURY WEST ENGINEERING,INC. COMCAST CABLE COMM.MNGMT,LLC PORTLAND GENERAL ELECTRIC 503.419.2130 OFFICE z at13125 SW HALL BLVD. 5331 SW MACADAM AVE.,#287 503-617-1212 503-464-7777 ENGINEERING 503.639.2710 FAX €1 TIGARD,OREGON 97223 PORTLAND,OREGON 97239 �� OPROFFss, 100%DESIGN DOCUMENTS TEL:503-718-2472 TEL:503 419-2132 FRONTIER COMMUNICATIONS CTLON-CENTURYLINK ��' 2 g PROJOLI DESIGN OVERSIGHT APPROVAL 1N' s1 CAPITAL CONSTRUCTION AND CONTACT:ANDREW NEWBURY,PE CONTACT:RAWLEY VOORHIES,PE 877-462-8188 800-283-4237 OR TRANSPORTATION DIVISION ENGINEERING MANAGER 99 'k -,0 �q 13125 S.W. HALL BLVD. TIGARD, OREGON 97223 iii poiNffi NW NATURAL CITY OF TIGARD UTILITES �0Fy o' �s% BID DATE 1GE'503-639-4171 94038 40084.012.01 FAX: 503-624 800-882-3377 503-718-2591 I EXPIRES'6/30/20 I PROJECTTIGARD WWWOGARD-OR.GOV-0752 NO. CWE FILE NUMBER GENERAL CONSTRUCTION NOTES LEGEND 1. THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW,THE CITY OF TIGARD MUNICIPAL CODE, EXISTING PROPOSED AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. 2. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL BE CONTACTED BY THE CITY TO ESTABLISH A PLACE,TIME,AND - CENTERLINE - DATE FOR A PRECONSTRUCTION MEETING. CURB LINE 3. THE CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR,ANDREW NEWBURY,AT 503/718-2472 TWENTY-FOUR(24)HOURS PRIOR TO COMMENCING WORK,TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE ELECTRICAL LINE PERMIT. FIBER OPTIC LINE 4. A COPY OF THE PERMIT AND ALL ATTACHMENTS,AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS,CONDITIONS,PROVISIONS,APPROVED PERMIT PLANS, GAS APPROVED PLAN AMENDMENTS,TO THE CITY'S STANDARDS AND SPECIFICATIONS,AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY,IN ADVANCE OF WORK PERFORMANCE. PROPERTY LINE 5. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE WORK AREA AND,APPROACH RIGHT OF WAY ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION,FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE CONTRACTORS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. SANITARY SEWER LINE 6. THE SPREADING OF MUD OR DEBRIS ON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE SAWCUT CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH — — CLEAN-UP. CONTRACTOR TO COORDINATE WITH CITY ON AVAILABLE MATERIAL AND EQUIPMENT STORAGE WITHIN RIGHT-OF-WAY. STORM SEWER LINE 7. EFFECTIVE EROSION CONTROL IS REQUIRED. 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 STOPPAGE OF WORK TO ACCOMPLISH TV EFFECTIVE EROSION CONTROL. 8. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX;SHRUBS,FLOWERS,BARKDUST, WATER LINE W EXISTING SIGNS,PAVEMENT MARKINGS,MAILBOXES,ETC.SHALL BE REESTABLISHED,REINSTALLED,OR REPLACED,WITH LIKE KIND AND MATERIAL. WETLAND LIMITS 9. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY,PUBLIC PROPERTY,AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME 1'CONTOURS 2XX ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 2Xx 5'CONTOURS 2XX 10. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080.COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU ASPHALT CONCRETE HAVE ANY QUESTION ABOUT THE RULES,CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CONCRETE ( • . • • 11. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). NOTIFY CITY OF ANY CONFLICTS PRIOR TO ORDERING MATERIALS OR BEGINNING WORK. HARDSCAPE REMOVAL - ......................::... CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. WETLAND AREA 12. AN AS-BUILT SET OF PLANS SHOWING ALL NEW PUBLIC IMPROVEMENTS,INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CATCH BASIN ■ CONSTRUCTION PLANS AND,ALSO,ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY,SHALL BE PROVIDED TO THE CITY. HEDGE 13. THE CITY'S INSPECTOR MAY,AT THEIR DISCRETION,REQUIRE PROVISION OF TESTS AND/OR REPORTS FROM THE CONTRACTOR, MAILBOX CONTRACTOR'S ENGINEER,OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE CONTRACTOR'S EXPENSE. SANITARY SEWER MANHOLE 14. THE CONTRACTOR SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH SIGN OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 15. EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE STREET LIGHT CONTRACTOR'S EXPENSE. TELEPHONE RISER 16. THE CONTRACTOR MUST PROVIDE TO THE CITY INSPECTOR,IN WRITING,THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A TREE DESIGNATED"COMPETENT PERSON"RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA,CHAP.437,DIV.3 CONSTRUCTION, wy SUB-DIVISION P-EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. WATER VALVE PO 17. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR 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 CONTRACTOR'S FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 18. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS.THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2018 OREGON STANDARDS SPECIFICATIONS FOR CONSTRUCTION,2014 OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF TIGARD. 19. UTILITIES SHOWN ARE BASED ON ONE-CALL LOCATES AND THE CITY OF TIGARD GEOGRAPHIC INFORMATION SYSTEMS(GIS)DATA.THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. 20. THE CITY SHALL OBTAIN AND PAY FOR ARMY CORPS/DSL WETLAND FILL PERMIT.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL OTHER APPLICABLE PERMITS,LICENSES, AND CERTIFICATES RELATIVE TO THE TRADES TO COMPLETE THE PROJECT AND FOR THE USE OF SUCH WORK WHEN COMPLETED.COMPLIANCE SHALL BE AT ALL LEVELS(FEDERAL,STATE,COUNTY,AND LOCAL)RELATING TO THE PERFORMANCE OF THE WORK. 21. PROPERTY LINES SHOWN ON PLAN SHEETS ARE APPROXIMATE AND FOR GENERAL DELINEATION PURPOSES ONLY AND ARE NOT MEANT TO REPRESENT THE ACTUAL PROPERTY BOUNDARIES. 22. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL CONSTRUCTION SAFETY,HEALTH,AND OTHER RULES AND 1p REGULATIONS FROM OSHA,DEQ,STATE,AND LOCAL REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING,BUT NOT LIMITED TO,SHORING,BRACING,ERECTION/INSTALLATION,FALL PROTECTION,GUARDRAILS,ETC. 21 ;1 ggag •E $A L'- �� �kf�PROFFss 100% DESIGN DOCUMENTS ti 72 i N FF -1"-z Revisions and Addendums �u 9ENGINEERING DVISION SHEET a! 725 .• Description Date No. By CENTURY PUBLIC WORKS DEPARTMENT CITY OF TIGARD G-02 I ORE•, ///WEST nr o,SORfGON�s zu 124TH AVENUE/ANN COURT CULVERT REPLACEMENT 2 9 9,y 6 20� VOICE:503-639-+171 OF o_ vo°� ENGINEER G I N E E R I N G Far: soa-s2+-0752 15 �� TIGARD wwwncwo-oa.cov LEGEND & GENERAL NOTES FILE NO ! ONE INCH(REF) IEXPIRES:6/3020 IBID SET APR.2019 1 JAJ DESIGN:JAJ I DRAWN:BMV I CHECK: RV PROJ.NO: 94038 I BID ON: \ , ., - �./ .//,/,C A . yw V4 -4 ° N \ N:651980.916 / E:7610826.003 END CURB REMOVAL ''Cl." • STA.:\+91.73--- OFF. .63 RT NI ;/ r/ i J� - >(fr r / CREEK p1 f •jj��/ ,�.. CENTERLINE , u END WATER LINE REMOVAL 1 '� / / V 0 10 20 "CL"STA.4+78.07 �/% / '</,_////7,11//,/y/7/1 / / /" " �Y !i , y SCALE 1"=10' Q • l/ /, : j�� . 0 �_,, �� ��� � � 5 /�EXISTING 30"CMP 2 CENTERLINE CURVE DATA IE:206.93 \ ` / CURVE R L A CL CB ` 00 123.79' 88.72' 41°03'56" 86.84' N18°28'20"W STA.4+53.80 \ / a 2O 167.20' 119.46' 40°56 16" 116.94' N18°32'10"W a r in f CENTERLINE LINE DATA Q r EXISTING CB#1 LINE BEGIN END L B RIM 214.76 STA. _ S STA. END SIDEWALK------7• © IE 10"IN(SW)210.56 REMOVAL xP../. \ \ IE 10"OUT(NE)210.51 O 3+23.98 4+60.59 136.61' N39°00'18"W "CL"STA.4+50.40 tS OFF.-21.43 LT \'1 BEGIN WATER LINE REMOVAL /� //—BEGIN WATER CONSTRUCTION NOTES EXISTING 30"CMP f' `v IE:207.85 / \ ./\ REMOVE EXISTING 30"CMP CULVERT. v El STA.4+12.92 \` REMOVE EXISTING CATCH BASIN. / / 8 BEGIN CURB REMOVAL '( '. v\ N?' ❑3 REMOVE AND SALVAGE EXISTING STOP N:651882.510\ CL"STA.3+67.03 ` 5% N: \ OFF.39.60 RT O SIGN.PROVIDE TEMPORARYMESNY MEETING T '' E:7610792.247 r• MUTCD REQUIREMENTS AT ANY TIME THAT / BEGIN SIDEWALK '� \ -✓ \v EXISTING SIGN IS NOT INSTALLED AND / //' / REMOVAL r \` / "CL"STA.4+13.06 \ �`�`� P� OPERATIONAL. J` OFF.-21.89 LT r �" W i/`: / \ J ii CLEAN,VERTICAL EDGE. SAWCUTOSHALLIBE 0 iE / \ _y SUCH THAT NO AREA OF NEW ASPHALT EXISTING 18"CMP , Y Y / J/' EXISTING CB#2— PAVEMENT IS LESS THAN 2'IN WIDTH. /� 4///,/ /�� RIM 214.70 + .i.,////,/i �' IE 10"OUT(NE)211.73 REMOVE EXISTING ASPHALT CONCRETE 5 n W PAVEMENT. j / \ j "",/ i,/ ] REMOVE AND SALVAGE EXISTING MAILBOX. '�� '��/_ �i� CONTRACTOR SHALL COORDINATE WITH / y i / \ REMOVAL TO ENSURE OWNER DHAT MAIL USPS DELIVERY TORY / �' yI• ;;� \ �i SERVICE IS MAINTAINED IN AN APPROVED V A '' r �,� kv V�j MANNER. ••'-‘i• \ /VD 71 REMOVE EXISTING TREE. 7 � / $ REMOVE EXISTING STORM PIPE.CUT AND . ,, �v ti n .�/ CAP AT BORDER OF THE WETLAND. 1.VI\ V 7G CONTRACTOR NOT TO DISTURB WETLAND 1:1 O \'•:; . , , , < AT THIS LOCATION. ;1 •\ (/ ill REMOVE EXISTING HEDGE TO RIGHT OF WAY il N:651825.972 cN. LIMITS. 1 E:7610699.625 SW 124TH AVE 11 CENTERLINE © .) REMOVE EXISTING 6"CI WATER LINE. •; ti! s 4.; s�OPROFFs 100%DESIGN DOCUMENTS % Crho �'�533 : , Description ndAddendums Date No. By CENTURY ENGINEERINGWORKSVISION CITY OF TIGARD SHEET PUBLIC DEPARTMENT C-01 ` 13125 5.W. HALL BLVD. 124TH AVENUE/ANN COURT CULVERT REPLACEMENT 3 G li q ••EG�tryy, ` WEST Tl0AR0, OREGON 97223 OF yr 9�, L�'• 41 , VOICE:503-639-4171 ( 6 r O0' FAX 503-624-0752 15 `� D vo ENGINEERING TIGARD wWWnOARD-0R.COV EXISTING CONDITIONS & DEMOLITION PLAN FILE NO ia ONE INCH(REF) 'EXPIRES 6/30/20 I BID SET APR.2019 1 JAJ DESIGN:JAJ I DRAWN:BMV I CHECK: RV PROD.NO:94038 I BID ON: NOTES CONSTRUCTION NOTES I J' /j�, 1. ACTIVE CHANNEL WIDTH:6 FEET. ❑t CONSTRUCT STANDARD CURB, ,/ ,-'• 1/A/'_- 1. SEE CITY OF TIGARD DWG.NO.125. i 2. RESTORE DISTURBED CHANNEL CROSS I / 'j��/ - - SECTION,TO GRADING EXTENTS,TO MATCH 1 W I 2 CONSTRUCT 6'PLAIN PERVIOUS CONCRETE _2%3 /7`/ UNDISTURBED SECTION. ATCH EXISTING CURB _ 2,1�� C - f PAVEMENT SIDEWALK, AND DRIVEWAY I Zoe i/ y 3. REGRADE STREAM AS DIRECTED BY SEE DETAIL 2 SHEET D-02. STA:4+91.70,18.64'RT �'+` TC:216.55 r.. 20620°21� a ENGINEER TO TRANSITION STREAMBED TO - , CULVERT. �3 INSTALL CG-2 INLET, BC:216.55Q 4. PLACE ALL GRANULAR STRUCTURAL SEE CLEAN WATER SERVICES DWG.NO.300. N:651969.95 © `1' N.651975.78 BACKFILL MATERIAL WITHIN PIPE ZONE IN E:7610751.97 N:651980.92 E:7610884.48 1 / - LIFTS NOT TO EXCEED 6". ® INSTALL CG-30 INLET, E:7610826.01 MATCH EXISTING " 14'd- SEE CLEAN WATER SERVICES DWG.NO.330. DRIVEWAY:216.50 . �, ,. y 5. COORDINATE WITH UTILITY PROVIDERS TO \ X HAVE UTILITY RE-ROUTED OVER TOP OF x STORM PROPOSED CULVERT AND STORM PIPE. $ CONSTRUCT 10'3"X 6'9"ALSP CULVERT AND �\ r. CENTERLINE CONCRETE HEADWALLS, To __ _ / / ,/' 6. UTILITY PROVIDERS HAVE BEEN CONTACTED. SEE SHEET C-03,SHEET D-03,AND �� Zl� CONTRACTOR TO EXPECT UTILITIES TO BE �` i STRUCTURAL PLANS. xo "3 �i RELOCATED,WITH THE EXCEPTION OF GAS. 0\ �� 1� CREEK CONTRACTOR TO COORDINATE WITH NW / ! �e/ /i i CENTERLINE NATURAL FOR DISCONNECT PRIOR TO E CONSTRUCT CONCRETE SIDEWALK, \ , / CULVERT INSTALLATION. SEE CITY OF TIGARD DWG.NO.120. / I �a� 7 �. �������� \ I TO ff �•4� �7 REINSTALL EXISTING STOP SIGN. ,gym I x"°/ �'•Z� CONTRACTOR SHALL VERIFY FINAL SIGN I'2°° ,�� LOCATION WITH INSPECTOR OR ENGINEER m m \'e L\ / /1! / 7,\ PRIOR TO INSTALLATION. \ © @ / \ "' ti -- CONSTRUCT PAVEMENT SECTION, U / \_�- .:.;::// SEE CITY OF TIGARD DWG.NO.182. \ / O % \ t\\ , CO ECONSTRUCT ADA RAMP, ® m SEE DETAIL 1 SHEET D-02. STA.4+53.80 \ / \ - ,, -' / 10 CONTRACTOR TO FURNISH NEW LUMBER ,�g�' ` I' / O AND REINSTALL MAILBOX, �,, \ 3 , / SEE CITY OF TIGARD DWG.NO.172. / ,,"o tip/ 11 CONSTRUCT LIDA SWALE, STA.4+50.40 / p ` / SEE SHEET C-04 AND CLEAN WATER OFF.-21.43 LT \ 3,,,g° / SERVICES DWG.NO.795. 3J ®t0"DI,L=15' y, ��� 12 INSTALL STORM PIPE(SIZE,MATERIAL AND \ _ N:651894.66 LENGTH AS SHOWN). Q °° ` '\,,,, E:7610859.10 \ ^x X �4 STA 4+14.49,19.39'RT 13 INSTALL 8"DI WATER LINE, / \ , •....J " SEE DETAIL 3 SHEET D-03. © V /A , CURVE DATA / FLOWLINE• / • / ' ° o°° CURVE R L A CL CB ® \__Ell STA.4+12.92 \ O 1 20.00' 31.89' 91°18'45" 28.62' N84°19'25"W 73GGi " / j F if'', p$ \ " •TCH EXISTING CURB O 100.00' 26.02' 14°54'25" 25.94 N31°12'50"W STA:3+67.03,39.60'RT N �� \ 0 - TC:215.04 © N �� �� o� ®,o"DI,L\35' BC:214.87 .'S LINE DATA //I + ii \ \ OL BEGIN END ////// ' ��,f ©STA 4+14.51,14.93'LT 0 GO LINE STA. STA. L B X/ N:651875.15 \�= \ \\� �/ ' %r E:7610760.09 a P` OA 0+00.00 0+21.36 21.36' S50°01'12"W / * B 0+53.25 1+26.78 73.51' N38°40'02W /. + ,/' % i STA.4+13.06 \ .' \ �� �, /, , / � OFF.-21.89 LT T���"` \ © 1+52.79 1+60.00 7.20' N23°45'37"W %/• i'JO N. / -I \ O 0+00.00 0+52.67 52.67 N39°56'25"E a/ti \. • ��` �E 0+52.67 0+66.28 13.62 N41°31'09"E 'rip d a� .A, / '��- ��� 0+66.28 1+50.94 84.66' N38°18'59'E l/iii may \ N O 1+50.94 1+6 ..90 16.47 N36°36'28"E ' $ / // / 9G\ \ 1+67.41 2:5000..9004 +00.00 32.60' N40°39'03"E ;�S N:651825.97 - \ SW 124TH AVE � + ��j CENTERLINE O 0+00.00 1+60.00 160.00' N51°01'35"E ! %00 E:7610699.63 V� o l0 20 s. R g- • SCALE i"=10' 1bt,coPROFFS 100%DESIGN DOCUMENTS se �,5 t,GI N6-.. �Z Revisions and Addendums ENGINEERING DVISION CITY OF TIGARD SHEET s 4' 72533'" Description Date No. By CENTURY ILPUBLIC WORKS DEPARTMENT C-02 •RE°r sum �///WEST TIG4RD,S�Rf aN BZw 124TH AVENUE/ANN COURT CULVERT REPLACEMENT O t F 9 9N 6 20� ,z,444, NJ/Cf:503-6J9-�171 F> o. v00� ENGINEERING G I N E E R I N G FAX: 503-614-0752 CULVERT PLAN VIEW 15 y IJ TIGARD www.ncARo-oR.cov FILE NO Ed ONE INCH(REF) (EXPIRES:6/30/20 1 BID SET APR.2019 1 JAJ DESIGN:JAJ I DRAWN:BMV.I CHECK: RDV PROD.NO:94038 I BID ON: CONSTRUCTION NOTES 1❑ INSTALL COMPACTED 3%"-0 OR 1 Y2"-O 5 INSTALL CLASS#100 RIP RAP 18"MIN. LEVELING COURSE 4"MIN.THICKNESS THICKNESS. BELOW CULVERT BOTTOM. INSTALL 34"-0 FILTER LAYER 6"MIN. ❑2 INSTALL STREAMBED MIX 24"THICKNESS. THICKNESS. 71❑ 3 CREEK FILL I BOTTOM.STREAMBED MIX TO PROPOSED INSTALL TYPE 2 GEOTEXTILE. 1 8 INSTALL COMPACTED 3"-0 MATERIAL BASE 1711, 20"MIN.THICKNESS. INSTALL FISH ROCK, I v l 1'I SEE DETAIL 2 SHEET D-03. 220 220 CLASS A CLASS B BACKFILL CLASS A ESEE CWS DWG.NO.590 FINISH MATCH EXISTING FINISH STA:0+7445 GRADE ROADWAY PROFILE GRADE STA:1+50.94 ELEV:215.82 *.j ELEV:215.34 215 I FRONT OF INLET \ 215 HEADWALL 10'3"x 6'9" ALSP CULVERT I STA:0+74.45 ' ELEV:208.82 r \ /°/ / EX.2"STW GAS FRONT OF OUTLET , IE ALSPI CULVERT= I EX.COMCAST EX.6"PVC W \\ /a 206.82 O I EXISTING 30" " A 3 EX.7 UGP STA:1+50.94 PROPOSED \.. I �CMPCULVERT l ) CREEKI q (TYP.) \ ELEV:208.34 rORK 210 II _ _ _ BOTTOM // EX.FO \ PROPOSED 210 / S=0.63% \ i CREEK .. ...�. • deBOTTOM g s d 'O r I -.•. ....•. ... El VOI10,50,4 i i� �—� "�r► Vii= i ..�,�:•' l�<.r:si': rimer • •�—V 10.4011 • � �z • • �, aG • ii��,i I . 1� i • i� • • i i II i 205 -I$0311-.-'t10 i i ,li:�i,:• _ ! .lo..�..e. ino �l.in i 205 • . 40"04' IE ALSP CULVERT= © u 0 206.34 STA:0+74.45 ELEV:204.15 PROPOSED 8"DI WATER STA:1+50.94 LINE IN 16"CASING ELEV:203.67 0+00 1+00 2+00 PROFILE VIEW g SCALE H:1"=20' V:1"=2' 21 3� il 0 10 20 :F I _ J qz SCALE 1"=10' €S sOPRN.. 100% DESIGN DOCUMENTS tE Ss, p� �J��C'INFF�Oy Revisions and Addendums ENGINEERING DVISION CITY OF TIGARD SHEET a t ; P Description Date No. By CENTURY ENGIN WORKS ENGINEERING DEPARTMENT C-03 11 �' OR .!iN �/WEST ST li S72� IGARD, OREGON 124TH AVENUE/ANN COURT CULVERT REPLACEMENT 5 li p9 _ OF F txz 0/ VOICE 503-639-4171 FZ 15 1- O. vOOQENGINEERING TIGARD WWW.TIGARDOR.GOV CULVERT PROFILE VIEW FILE NO O grININ. ONE CH (REF) !EXPIRES 6/30/20 I BID SET APR.2019 1 JAJ DESIGN:JAJ I DRAWN:BMV I CHECK: RV PROJ.NO:94038 I BID ON: CONSTRUCTION NOTES ❑1 INSTALL 18"THICKNESS OF GROWING MEDIUM PER CLEAN WATER SERVICES SPECIFICATIONS. El INSTALL 3"OF CLEAN CRUSHED DRAIN ROCK (i"-1"). E3 INSTALL 9"THICKNESS OF CLEAN CRUSHED DRAIN ROCK(1-i"-i"). ® INSTALL CHECK DAM AT A 2.5"MIN.DEPTH, SEE CLEAN WATER SERVICES DWG.NO.795. 220 220 N , N N N N N N_N N N N O O NO o v EXISTING— 0;,-,o_^D N z7,1_8 ROADWAY "2 EZ O FINISH 0 2 j O c� c0 W W GRADE O EY 1n w STA 0+63.86 — -- " ELEV=212.08 215 i — 215 I EXISTING GRADE FINISH GRADE EX.2"1 STA 1+24.00 STW GAS ELEV=211.66 D=2.1't -0.70% — 10"DI,L=34.32' ,"CSV -. - • — — — S=0.010 FT/FT 6 10"DI,L=14.86' J ' ��`y�T��,20-0.17 S=0.010 — — — — — _ _ 5=0.010 FT/FT y lW �` !��I ' ',` '`/`C �, — 210 iiYjiY�iY`�iY itZ Y'-i'"i �a i Z 1:�•:z a's'v' .1 i 210 PROPOSED 8"DI WATER LINE ��-i -•..•.i i'�i�i�i�i�ei.�,•T id' Ell El EX.FO D=5.1'± (3)EX.1"UGP 0=3.4'± 0+00 1+00 2+00 PROFILE VIEW 11 SCALE:H:1"=20' V:1"=2' 3I j1 18 38 v.li 0 10 20 ii Sx SCALE 1"=10' tg C�0.0PRO,FSS 100%DESIGN DOCUMENTS fi 6= 4, „4,O1NFF Qy Revisions and Addendums ;u ENGINEERING DVISION SHEET 725 Description Date No. By CENTURY PUBLIC WORKS DEPARTMENT CITY OF TIGARD C-04 FY•R �/WEST EST n ao,SOREoN B2` 124TH AVENUE/ANN COURT CULVERT REPLACEMENT 6OF F -99 4,' < VOICE:503-639-4171 15 ti&20 �tFAX so3-62+-0752 o_ VooENGINEERING TIGARD wwwncARo-or.coV LIDA SWALE PROFILE VIEW FILE NO Oyd ININNINIMI ONE INCH(REF) IEXPIRES:6/30/20 I BID SET APR.2019 1 JAJ DESIGN:JAJ I DRAWN:BMV I CHECK: RV PROJ.NO:94038 I BID ON: i CURB JON SEE STD EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING DETAIL NO.?tib 5 MIN. E NOTE':: CONCRETE SIDEWALK f2x ROAD - - 3/4"R I►-6' EDGE m 11.1114111- ani " =t. _ : f A�I n n A 6" j/�� �[j/, --2"SFJ a•..0"BASEROCK w I (MAILBOX S) -\ C p0�6} ,a" " ae KOUT COMPACTED SUBGRADE / J_ -- DRAINAGE"10.SCHEDULEC40 1 II I;I I 1 APP„. s:00:1)4$9....______.f 6• T T °Oq�Jpoo oQN�,tp0 �Qq AGGREGATE BASEROCK DWV(ABS OR PVC) °111-1f1•�Il Loo III- -- PIPE W/COUPLING .-INF-- I=1 I-III-1 COMPACTED SUBGRADE SIDEWALK ADJACENT TO CURB o•000• eo; PLAN --PLANTER r.- - 5 MIN ROW A 0 0 0 0 48" LOCAL STREETS: STRIP 8.- • Q 0 O 12" 12" AC-6" CLASS"C"ASPHALTIC CONCRETE, ..,�.2-yA7�. _ `A 0 c °A % • 4 2"1I I 2"x 6"x 6' AB-4" (1-1/2"-0")AGGREGATE BASEROCK ROAD _ �.:. �_ lit Ir II II� 401=Ti I 1 n-n=n•- I OR .IJJ I. s--'� AC- R"CLASS"C"ASPHALTIC CONCRETE \-.2"OF 3/4"-0" COMPACTED SUBGRADE-J BASEROCK NOT COMPACTED SUBGRADE 2"x 6"x 6 w MAJOR COLLECTOR STREETS: SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: AC-9" CLASS"C"ASPHALTIC CONCRETE, WEL A. TO BE PROVIDED: AB-4"(1-1/2"-0")AGGREGATE BASEROCK 1. CONCRETE SHALL BE 3000 P.S.I.AFTER 25 CA*; 1)AT EACH POINT OF TANGENCY OF THE CURB. IIIIIII 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. Z)AT EACH COLD JOINT. 1iiiiI SEE NOT 4 3 )AT EACH SIDE OF INLET STRUCTURES. 3. EXPANSION JOINTS&CONTRACTION JOINTS SHALL BE 1/2"PREMOLOED ASPHALT 4)AT EACH END OF DRIVEWAYS. STREET IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. PLACED AT SIDES OF DRIVEWAY APPROACHES,UTILITY VAULTS,WHEELCHAIR RAMPS AND AT STREET ' SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SECTION A-A, WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS �".z 26" 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TUE AS THE CURB, SECTION OF CONCRETE. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN.1/2"RADIUS. • NOTES: S. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 8 INCHES IF MOUNTABLE CURB IS USED 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART -- -- NOTES OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY.OTHERWISE SIDEWALK SHALL HAVE WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 1. POST SHALL BE SET IN CONCRETE A 26"DEEP. I. JOINTS TO BE TACK AND SANDED ICH B1IUMINUS ASPHALT EMULSION.. A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 2. LUMBER IS TO BE STANDARD OR BETTER GRADE. UTILIZE CEDAR OR PRESSURE TREATED MATERIALS. 2. ASPHALT PLACED IN MAX.3"LIFTS EACH COMPACTED i0 An MIN. 6. DRAIN BLOCKDUTS 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 3. FACE OF BOX TO BE FLUSH WITH BACK OF CURB. SCHEDULE 40 OWN(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. 4. MAX.OF 4 MAILBOXES EVENLY SPACED IN EACH CLUSTER. SECTION B-B 6. FOR SUBDIVISIONS AN"V FOR SANITARY ANDA -CR 1O=1.1 ORA,N SHA .L 5. CURVE SHALL BE FIELD FIT A APPROVED BY CITY. 7. CONCRETE SHALL HAVE A MEDIUM - 05 FINISH AND '.SE'_ED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE EI .,.. NO SCALE NO SCALE uo MAILBOX ow.No PAVEMENT DIG-OUT o No YICMA[l A STONE.FE. RIMEL L STONE,YL T.00ORL s.KYLE.Y.L cTiIWW YICNAFL A STONE.Y.F. mu,Num PP,R,� CONCRETE owc.Ho. ow mom STANDARD ONO No. lig RrR�x PRS Mil „ PWT . AWS„W SIDEWALK 120 . IWt n AMurc i CURB 125 `.,0. �- ,ANUAAT2011 ALTERNATIVE 172 b'.RW�T JANUARYNINA.�oW3 AND REPAIR 182 rnt Expansion JJint '., SEE STANDARD REQ SEVEN x0.3 BMS . A , DRAIN. NO COVERIME, E1WmYm Jam 0 n0.5 B uO.3 A�"1I AREA At S•0.C. MIIIIIIIIIIIIM 330 Rai fTt -.I- 7 L • .sm.R�r.Y6oR.� • �i o PRE-CAST MANHOLE SECDONS SHALL _ 1 A CONFORM TO THEPPL REQUIREMENTS OF ASTM iii- -� -- /'- - -� STAND AND DRAWING BLENO.PROVISIONS�' STANDARD DRAWING N0.010. -�I�11111 ,W ••/1.1.1.1.1.1.1.181.1.1.®1.1.1.1.1.1.1.1. -,•,I - _� 11 I�s.Wo rro. 1s 1.�'- IIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIII_. . 2 EACH END s UMW IIIIIIIIII111IIIIIIIIIIIIIIIIIIIIIIII111 • ENCAPSULATED - 302 LEO 2.1/BM RUBBER GASKET �•._-� , 1� �� _tet Taper 11111111111111111111111111111111111111111 SECTION A-A -- T • - .,.1.1.1.1.1.E.F.111 .,.1.1...1.1...1.1. Box-S MNBINA GRwT ....a..=.... -_�, a 400.E ,. PclibtopPLAN VIEW STANDARD CURB AND GUTTER 6�f 1 "' PLAN A' PIPE CONSTRUCT PRO•ECTED SEE Sm DRAWING NO 320 '. ■1 7:::, • CHANNEL MID MXK GUTTER RECESSED CURB INLETS TO BE FOR FRAME AND COVER. _��� - 12•T SLOPE T R .an - UNE RENFCRCED_ ACCORDANCECMTTCH DRATAN5 r 3ALIFO m PLAN t'/FT ROPE 1 1/2"OF FALL SANDED BEu 7 1/2- FITTING /2 VARIES m rnxc RPEI 2 a IA. • GW. _ �-•�i,� .' _ PAxFIIENT ITIATECII 0 6* 13� B 3/6•z z I/Y MT 1. • 21C • /% ///%/. Y d BARS AT 1 ee•M ��_ •L �- 2• I.I.I.I.I.I.I.ii I.I.I.I.I.I.Ir CENTER PVC SANDED BELL :11 , _ M a 3 11111111111111 IIIIL i111111� GF PA EW i 11111111111111 IIIIIII�Iillli' a 1 }f _ }MITI. WM ��2(((- �• 6• 11111111111111 Ililllllllilill ma Nqt-N-RANO f f ......LETT{+ . 0 • Kar H.ES 4; • II/////I/I/ 1 ry 110 11111111111111 111111111111111 INTERVAL f I s'� STEFJ.B.! •, 7 -.• NFOR CE ORSEMTH-- STAINLESS � >- .--.AR =3/�• 1111111 111111111111111 SMOOTH MS.OHMNEL TO WATER5GHT SEAL • '*� 3/4 TERTGAL HBGNT 6EE OETAW A)3D - PRECAST NO.3 BMS _� 11111111111111 111111111111111 INTERCEPTMI Y PIPE \ - %� CATION:CONST JOINT - - ^2 n«SURFACE AREA B 3 a L 11111111111111 111111111111111 12•Macula OF$•-0- COMPACTED BASE Roar SECTION A-A SECTION B-B r I.�.IlI.I.I.IIII I.I.I.uIll.r REVILE 11111 Z..9 Ma.I I/2- 1 B - CONNECTOR I „ • NOTES: SEE HOOK BM 1/B•X 2 1/2' 1 DEUE LA BARS EACH END PLAN ITS EN TY%CAL BOTH ENDS INTER SECTION B-B @ I.CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE AIN ASTM C-476. SARs AND EVERY SECOND 8q 2 INSTALL STRUCTURE OH MINAAUY DE 6•CF 1E11-0•COMPACTED BASE MATERAL. MINER BM 1$ KOR-N-SEAL BOOT x 1aeENT I CMENNTVFCR PRE CAST CATCH BANN 91401 BE ROAR MEETING ASTM A-615 GRADE 60 CR WELDED SIRE 97. SECTION A-A A.ALL POURED IN-PLACE CONCRETE SHALL NAVE A 26 DAY SIRENGOF 3000 P.SI.MSU ID A MP OF 2•TO 4•. GYM I I/2 HOOK BAR NO YE AND GRATE m BE NEW STRUCTURAL ASTM A-36 TOUT BOA STIES OR APPROoSD EQUAL.dq■45 s aiMNEO REQUIRED a FLOW Woo.,APPLICATIONS.AS APPROVEDO.ALL OTHER APPLICATIONS REWIRE AN 16•SUMP BELOW LOWEST PIPE INVERT. DETAIL ;9 S.FULL CURB EXPOSURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WIC, 1W GUTTER & CURB INLETGUTTER & CURB INLET CATCH CATCH BASIN FRAME AND GRATE 1$ MANHOLE CONNECTIONS CleanWateServices CATCH BASIN (CG-2) CleanWater4Services BASIN (CG-2) REINFORCEMENT CleanWater\"Services (CG-2) C1eanWateiServices .4 DRAWING NO. 030 REVISED 12 DRAWING NO. 300 REVISED 09-16 DRAWING NO. 310 REVISED 12-0E DRAWING NO. 320 RE`JISLJ 1 V 5= IC 4...4.0 PROFF`CS 100% DESIGN DOCUMENTS 0 aGINE'F Oy Revisions and Addendums ENGINEERING DVISION SHEET S. z`� 4' A; Description Date No. By CENTURY PUBLIC WORKS DEPARTMENT 0-01 ��� WEST 13125 S.W. „ALL BLVD. 124TH AVENUE/ANN COURT CULVERT REPLACEMENT AREG 1, DCARD, OREGON 97223 LVD. OF 11 1...,,„ „..147,72.,,,,,56 a. °08 ' VOCE:SOJ-639-4171 FY D. VOO� ENGINEERING G I N E E R 1 N G FAX: 503-624-0752 15 u - TIGARD WWW.TIGARD-OR.GOV DETAILS FILE NO la ONE INCH(REF) IEXPIRES:6/30/20 I BID SET APR.2019 1 JAJ DESIGN:JAJ i DRAWN:BMV I CHECK: RV PROJ.NO:94038 I BID ON: L---- --- - - ---- MANHOLE LW AS APPROVED FACE OF CURB CLASS 'B" CLASS "A" LENGTH PER DESIGN,T5'MINIMUM,SLOPE TO MATCH STREET. 6T[MAX SLOPE. r A W/6:1 BATTER I/4'PER FT. I tom) SLOPE SURFACE RESTpIFi481 u GUTTER PAN 02•w,DTH TIP) AS SP(10150 CHECK DAM K --5'ODEE B 6 �. �� I ~�`. . AT 1�OTMINTER ALS SLOPESIN SEE Sl6 MOUND MESS NATIME MATERIA. EXCESS OF 521 TREATED WATER FACE M CURB y SEE S01 OVER TRENCH TO ALLOW 1310 , i0 OUTFSTRUCOWTURE ] NEEP HOLE LOCATED O r -COTi ASPNALI� SETTLEMENT SIRUCNRE lira BACK W CtX18 AT BASE MSUB-GRADE�N•� DETAIL .�r AGGREGATE(TTP)_: E __- ra�rtw - e � ®�®�� ECO SEAL�� 18 i,CE Gi FEE DETAIL pJO a1N0 /I Ile NATIVE TOP SOIL iTER T , IF TOP SOIL E%ISTEI NIGH OEN CO JUTE Irl _ 304 COMPACrICti z OM ^, wNOR i0 EXCAVATOR. OR COCONUT WINN]6•OF MATTING PROFILE VIEW ]'-0'�� Z• I J'-0•--....1 I/2•PRE HOODED . SURFACE 2•MINIMUM EXPANSION JOWL a UNDISTURBED A J FILLER( P) SECTION A-A -a UN0.5 DISTURBED BDK c 400CR M 1-2- Z H4AmE EARTHZ x,(H:V)MAXIMUM SLOPE.4:1 r SHELF N1THQUT SHELF PLAN VIEW EARTH Z BEI-_015,27%EERIn:Z 6•MAX 6•(TTPD FOR -ZI WATER 6•FREEBOARD ///POURED IN PLACE TREATMENT I'SHELF BOTTOM-FACE ,,,,,,,,TED x'< I DEPTH • OF GUTTER GUTTER UNE \5orN FOR PRE CAST DEPTH I (�R') WTIIWT CURB INLET OPENING VARIES 3/4•-Rgo USHER I a-� DEPRESSOR TOP-FACE OF CURB } .r/� /2 BOTTOM PAM OF CURB � I♦ � 7 4 /wMar ,B•INN GROWING S NEEP MOLE ---4.w. PROJECTED CUTTER UNE MEDIUM OCATED ��•� THOUT DEPRESSION J/4•-D CRUSHED r 3•DEEP(3/4•- AT BASE M � ROCK PIPE ZONE0 A E ■' i/1•)CLEAN SUB-CRATE I' � UB 8• CRUSHED DRAIN 4111%,1014. 000 1 ROCK AGGREGATE //`�``,1 9•DEEP(1-1/2• 1110, (TYP) 1■ /<\B %, ." SUBNATIVE I GRADE -3/4•)CLEAN 66._i% - J/�C Np!-WOVEN CRUSHED DRAIN wATERTSEE DETUL/OJ'MO I�. %• �` `�O FPE eE0[N:; }-= SWARF BOINTTOII GEOTILE FTLIEPXFABRIC R OCK -�x ]0• x ` .N Y YIN-10'MAX SIDEWALK ZONE 42 11/2• ]° � I CROSS-SECTIONAL VIEW TRENCH STABILIZATION: FRONT VIEW 2 001150 1/2 PIPE D.O PLUS A"WN.GOR PIPE SMALLER MAN TS SHF WBEESPECF EpHSEPARA E YOU dO Fc M BEMs.MATERIAL.t/2 PIPE 0.0.PLUS S•MW.FOR PPE ter AND LARGER AND PLACED TO 0.0002101 I. PUBLIC WATER QUALITY SYSTEM.1'SHELVES AND REINFORCED THICKENED SIDEWALK FREEBOARD EDGE MAY BE ATER PERSPECTIVE VIEW SHOWING REQUIRED eY RECOUNTY. 2. INFLOW STRUCTURE PER LOCAL JURISDICTION.SEE 00MLS 401,4 IMI AND 407 FOR STRUCTURE TYPES. DEPRESSED GUTTER AT CURB INLET NOTE: J. OVERFLOW PIPING TO ALLOW NO MORE THAN 6'CONVEY THE 5TH A MINIMUM OF 2'FREEBOARD.AND BE SIZED NOTES I.ALL COMPACTOR REQUIREMENTS PER AFSHTO i-SW AND ODOR/APwA SPEC 00405. TO SOPLUMBING CODE.OR TO THE 25 YEAR STORM. 2 THE TRENCH WITH AT THE 410410E OF THE GROUND SHALL BE KEPT TOA MINIMUM NECESSARY TO 4. FLOW DISSIPATERS SHALL BE PLACED AS SPECIFIED ABOVE OR PER DESIGN. STALL THE PRE N A SAFE MANNER. 5. VEGETATION TO BE USED IN THE SWALE BOTTOM CONFORMS TO PLANTINGS APPROVED FOR THE MET MOISTURE 1.ALL POURED IN PLACE CONCRETE.41 HAVE A 2B DAY STRENGTH OF 3000 P.L. LNNMUM TRENCH MOTIF IN THE PIPE ZONE SHALL PROCEDE A CLEAR WORKING SPACE OF S% REGIME VEGETATION TO BE USED ALONG THE SWALE SIDE CONFORMS TO PLANTINGS APPROVED FOR THE 450 A SLURP OF 2•TO 4'. INCHES OUTSIDE THE MAWMUM OUTSIDE DIAMETER M THE PIPE BEING INSTALLED. MOIST MOISTURE REGIMES. 2.INSTALL STRUCTURE OM MINIMUM OF B"O)L•TO 0•COMPACTED BASE MATERIAL. 4 IN ALL CASES,TRENCHES SHALL BE OF SUFFICIENT WITH TO ALLOW FOR SNORING,PROPER JOINING 5. 30 MIL IMPERMEABLE UNER.OR APPROVED EQUIVALENT PER JURIAINCITCNAL ROAD AUTHORITY.SUBDRAIN 3.MON-SUMP INLET CATCH BASINS SHALL BE CHANNELED(E.G.FLOW 11449.104 CAW. M PIPE,AND BACKNLLING O MATERIAL ALONG THE SIDES OF THE PPE. CONNECTS WITH STORM SEWER SYSTEM.UDA SWALE NOT RECOMMENDED FOR LONGITUDINAL SLOPES OF GREATER THAN 2% INLET CATCH BASIN (CG-30) ( eanWate Services TRENCH DETAIASKFILL CIanWatr'Se� .IDA SWALE LIDA HANDBOOK nWa6r Services DRAWING NO. 330 00,15E5 12-'C DRAEIEN3 NO. 550 REVISED 12-16 DRAWING NO. 795 REVISED 05-16 6'TYP. TOOLED COLD JOINT BETWEEN CURB AND 4"CLASS 2400 PSI PERVIOUS SLOPE 1.5%MAX. SIDEWALK CONCRETE WITH Y4'MAX.AGGREGATE (MAX.2%FINISHED SURFACE SLOPE) • LEGEND 12'TYP. E,,,Th,,,TRUNCATED DOME DETECTABLE WARNING 1'CRUSHED WASHED -.► • 4 4 4 RDSU759CE.SEE®DOT STANDARD DRAWING NO. STONE CHOKER COURSE d a a SAWCUT LINE a a MATCH • NOTES: ° a a EXISTING i EXISTING AC millem Q I. SLOPES TAKE PRECEDENCE OVER ELEVATIONS. l SLOPE -I 2. MAX.CROSS SLOPE ON SIDEWALK OR RAMP IS 2%. ,��.0000ea ��'I�I'/"Ii•40-1 �- 6'#3/4"-2 CRUSHED r� k� �� t� # � �� ��t ��t ��t • 4 . © WASHED BASE STONE / �.. / �..�/.G/,.�/..��..,��..,.�..:�...:�..,�/ I W STATION OFFSET TC/FG BC/FL /S/ //.// / /< // / /,/ 3 OPEN-GRADED BASE \�\ �\\ \/ �\\/\ \/.\/. . tb h4 0 1 3+85.43 -18.46 215.64 215.14 y //�/ /\ /\�Y/'� �a 5.0. ii. NON-WOVEN \ /\\��� � �\ . 02% .. \ 2 3+75.95 -21.93 - 215.24 GEOTEXTILE FABRIC \\_\ NEW AC 0 a' 7a 4 b 2�a0 • O 3 3+70.85 -26.98 - 215.23 EXISTING SUBGRADE 38* J m ` a d v 410./. 4 3+67.84 36.56 215.38 214.88 NOTES: 0 NC �i��• �. 101 • 5 3+85.91 -24.44 215.73 - 1. SIDEWALK PANELS TO BE 5 FEET LONG AND DRIVEWAY PANELS TO BE 10 FEET LONG UNLESS STANDARD CONCRETE CURB W. •.�......).70 4 15x0 OTHERWISE SPECIFIED. .,� 6 3+79.32 -26.80 215.83 215.33 / 2. EXPANSION JOINTS&CONSTRUCTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED 72' / 0 MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE AND PLACED AT SIDES OF 7 3+75.82 -30,34 215.82 215.32 DRIVEWAY APPROACHES,UTILITY VAULTS,WHEELCHAIR RAMPS AND AT SPACING NOT TO EXCEED MATCH EXISTING © `o-%- © 8 3+73.54 -36.96 215.47 - 45 FEET. ID 3. PERVIOUS CONCRETE TO BE"EVOLUTION WALKWAY'SIZED AGGREGATE OR APPROVED EQUAL T2 9 3+67.53 -39.59 215.04 214.87 MEETING THE STRENGTH AND VOID RATIO REQUIREMENTS OF SECTION 0757.0. f To 3+85.22 -15.97 215.30 - CDSTA3+85.43 CURB RAMP PLAN ®PLAIN PERVIOUS CONCRETE PAVEMENT SIDEWALK 1 SCALE: 1"=5' Ti 3+74.48 -19.81 215.42 SCALE: N.T.S. 12 3+68.78 -25.58 215.43 13 3+65.06 -36.37 215.04 - q 14 3+65.03 -39,63 214.94 - ;A de ti g��pPROp. 100%DESIGN DOCUMENTS (? x4II NF(F Revisions and Addendums ///CENTURY PUBLIC WORKS CITY OF TIGARD SHEET E 2� Description Date No. By PUBLIC WORKS DEPARTMENT D-02 11 ORE`!�'0 WEST319,773,25,14,ALL9,37,7:2oi 124TH AVENUE/ANN COURT CULVERT REPLACEMENT 8 4 m9� 4, OF It.? 8,200 ,2L� VOICE:SOJ-NS"I9-4 171 Fy a vOQ� E N G I N E E R I N G FAX: 503-624-0752 15 IIMI TIGARD 4,64.17c4Ro-7R.GOV DETAILS FILE NO h ONE INCH(REF) IEXPIRES:6/30/20 1 BID SET APR.2019 1 JAJ DESIGN:JAJ I DRAWN:BMVJ CHECK: RDV PROJ.NO:94038 I BID ON: — A PROPOSED 10'-3"X 6'-9" ALSP CULVERT -INSTALL FISH ROCK, _ SEE DETAIL 2 THIS SHEET ACTIVE CHANNEL 1 � IFISH ROCK STREAMBED 1111WilS ����\ MATERIAL W• F ktIIL\ i 11 . __78 6"(OUT TO OUT) �t� w. �tt� FLOW544 s• —� — — r 7 LA-). — — — CREEK CENTERLINE t`• o. •.tVt ttt . . - • • •A• • •0444 Gttti . ``,RtI ..... COe�Q t . NOTES:td . . 1.FISH ROCKS SHALL BE RANDOMLY PLACED WITHIN THE ACTIVE CHANNEL OF THE CULVERT. 2.PROVIDE UP TO 5 FISH ROCKS AT LOCATIONS APPROVED BY THE ENGINEER. 3.DIMENSION'H'IS TYPICAL FISH ROCK HEIGHT.FISH ROCK TO BE EMBEDDED IN STREAMBED MATERIAL TO i OF'H'. PROPOSED CONCRETE HEADWALL, PROPOSED CONCRETE HEADWALL, SEE STRUCTURAL PLANS SEE STRUCTURAL PLANS ®FISH ROCK DETAIL —0- A 2 SCALE: N.T.S. ®CULVERT PLAN SCALE: N.T.S. VD CUT IN 6"MJ GATE VALVE AND TIE BACK TO STRADDLE BLOCK USING AN UNDERGROUND EXISTING PROPOSED INSTALL GRANULAR CLAMP,ALL THREADS AND STAR BOLTS, ROADWAY 10'-3"X 6'-9" STRUCTURAL BACKFILL SEE CITY OF TIGARD DWG.NO.503 ALSP CULVERT + 7iiiiiiii ////////iii/ '7t////////7///////// <l</<< . /<, (r (/<l 7l<l-�� /<(f<r //////7/7////////' , EX 6"CI ii-EX 6"CI � \j/\j/�j/�j/�j�j�j/�j�j/�j \j /���//��j��j�/�//��\�j\/ �- r 1 \\ \ \ \ / / \\ \ \ / j� 1.S � � w INSTALL FISH ROCK, \ \ � \ 1.S '--\ � \ \ \ \� Z SEE DETAIL 2 THIS SHEET� � / `R\\ CONSTRUCT STRADDLE BLOCK, INSTALL 8"X 6" INSTALL 45°MJ BEND \ / g i \7 V\/ `-INSTALL 45°MJ BEND CONSTRUCT STRADDLE BLOCK SEE CITY OF TIGARD DWG.NO.561 MJ REDUCER - 'v '.:.."°-.7.:.#":"•74.747:: SEE CITY OF TIGARD DWG.NO.561 id ..itS. . • 3 3 1 INSTALL •~•��•'••+ �{ At ° 11 — ' •� ' 51 INSTALL 8"X6" Q- 40 :... .1.�'n�P P Ia . , MJ REDUCER STREAMBEDMIX •,•*- • : tttttttNtt 1611,1"k ♦ �t6ttStNt 3,_9" NOTES: •'- • is}::. ?a� ttvttttt�t� : • • .. 1. FOR VERTICAL BEND RESTRAINTS, \ _ SEE CITY OF TIGARD DWG.NO.563. •3 >1e~ kik.tiit - - -h1 •-d- •mAtirgr .41,16:0-071 .4 �.."I.+Y 6'ACTIVE CHANNEL qty-; by �I�I 2. PLACE MAGNESIUM BLOCK NEAR ".!.1..' • '1:110- •0' "..•.4.• 20" ��,c• •'�•�_�,.• : • . • • • Z • • • CASING AND CONNECT TO CASING INSTALL COMPACTED 3/n"-0 ,_ I! �T. "-I I1-_I� i �.,. �._- WITH COPPER PIPE. OR 1 Y2"-0 LEVEL COURSE 3. ALL JOINTS TO BE RESTRAINED 8"DI v WITH MEGA LUGS. INSTALL 45°MJ BEND INSTALL 45°MJ BEND 30' - 4' INSTALL COMPACTED 4' - ' 3"-O MATERIAL BASE ! INSTALL 16"STEEL CASING-Ya"THICK. II INSTALL 8"DI WATER LINE. 1 INSTALL CALPICO POLYETHYLENE SPACERS ON 8"DI. $l GROUT ENDS OF CASING,2'LENGTH, ®CULVERT SECTION A-A SEE CITY OF TIGARD DWG.NO.580. $; (DCULVERT N.T.S. fi �pPRpFF 100% DESIGN DOCUMENTS $�6 Sw' .,\•c-P Revisions and Addendums ENGINEERINGDVISION CITY OF TIGARD SHEET a rc P. Description Date No. By CENTURY PUBLIC WORKS DEPARTMENT 0-03 ..REGr WEST 13725 S.W. """ BLVD. 124TH AVENUE/ANN COURT CULVERT REPLACEMENT 9 �I nGARD, OREGON 97223 OF ,ow tpy VOICE:503-639-4171 11. S4,6, ,0'jam FAX: 503-624-0752 FY D VE N G N E E R I N G 'I'� IIWWW.n15GARD-oR.cov DETAILS FILE NO h 6111 ONE INCH(REF) I EXPIRES'8/30/20 I BID SET APR.2019 1 JAJ DESIGN:JAJ I DRAWN:BMV I CHECK: RDV PROD NO: 94038 I BID ON: 12'-0"OC FOR CARRIER PIPE OR AS RECOMMENDED BY R-MIN 2 INSULATORS PER PAVEMENTT PAVEMENT OUTSIDE WITHINPIPE LENGTH. MFINSTALL AT 3'-0'FROM BELL END ••"."V N••N \W.N.."VW,' �v &3'-0"FROM PLAIN END \ TRENCH`MOTH . �O - CEMENT GROUT TYP I \ AS REQUIRED I I .I CASINGA'MAX CTO BETWEENOFI ID'CAST IRON 910 BOX 12" '.r, DI PIPE I I &TOP OF SKIDS PROVIDE 24"BY `` MIN `` ANCOMNiNNEM` 4'THICK CONCRETE n:�17 A MEn,.CI 3,� `7 : CASING INSULATOR PAD(SEE NOTE 4) _ W/CENTERED• CONFlGURATION SKIDS HAND TAMP BACKFILL 3W0 PSIBELL/FITTING, AROUND TOP SECTION ,. 12.�IAX COMPRESSIVE STRENGTH STL CASING CONC. THRUST BLOCK , "��� RESTR !I! AGAINST UNDISTURBED EARTH-BEARING AREA CASING INSULATORS ON BOTH SIDES OF PIPE W/PLASTIC SKIDS 6"ASTM 3034 PVC•-•-.__.______!r.1 (CONTE DIMEN TIONS TIE RODS WHEN FILL ANNULAR SPACE ARE CREMINIMUMS- SECTION REWIRED,AS PER • W/CLEAN WASHED REFER TO DRAWING NO. 56. MANUFACTURERS / FOR BEARING DATA) 12" RECOMMENDATIONS DRY SAND OPERATING NUT EXTENSION of (SEE DETAIL NO.505) ;'\K\�\\\\�\``\ MIN m z TAPPED Y ] END DETAIL SECTION A-A 7\\jj D PLUG,CAP E w o 11 \i\\,,\\i:\/Oj\\�Oj\\�\\�\ \\I\i\PAi FOR ITTINGS OTHER AS V'3 a ¢ '� m a } REQUIRED Z p W ,_, ('� w o J RA ?¢ IIII 1111 �® 01/ �<� "`ll. tw M�I�1 1�1�� 8=1 0! Z I. mz NOTES: I\%I I4'Ws. 7j�i�i�i�i\�\�i�i i i��GO��y�� � ` W ' o m 1)VALVE BOX NOT TO REST RETAINER CLAN $..,,,,,,,z,:,\ DITCH UNE o'^ \ LL 0 ON OPERATING ASSEMBLY. T 7-0' 4'-0' a i NG.ff+Z 2)OPERATOR EXTENSION MIN. MIN. MAX. 7 1. REQUIRED CASING MATERIAL AND WALL THICKNESS DEPENDENT UPON REWIRED WHEN VALVE NUT O 24' PLAN w z §z4 INSTALLATION METHOD,DEPTH OF BURY,SOIL CONDITIONS,AND OTHER FACTORS. IS DEEPER THAN 3 FEET p CASING DIAMETER MAY NEED TO BE INCREASED TO ACCOMMODATE GREATER WALL Z FROM FINISHED GRADE. RETAINER GLAND(S) w N z r F_ THICKNESS OF CARRIER PIPE OR CASING. 3)CENTER VALVE BOX ON I QUANTITY BASED ON PIPE SIZE w wp p AXIS OF OPER.NUT. 1 STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. a z 2.PROVIDE 2"MINIMUM CLEARANCE BETWEEN CASING AND CARRIER PIPE BELLS AND � p J APPURTENANCES. 4)PROVIDE 24'SQUARE BY 4'THICK �c i CONCRETE PAD AROUND VALVE I-- 24"-] I. END OF LINE BLOW OFFS u _ 2. BLIND TEES ~N 3. VERIFY CASING SIZES PRIOR TO ORDERING AND SIZING CASING INSULATORS. BOX OUTSIDE OF PAVED AREAS 3. BLIND CROSSES �, mczio 4. ALL CARRIER PIPE TO BE RESTRAINED. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD 4. VERTICAL BENDS NOTE MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT 5 PASSIVE ANODES MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. rpiNTIrm0 n rKcooac s nu,Pl.an tam.a SCALE N0 SCA .11LE TYPICAL GATE TxOaoaa s ME.r 'MOOR s Imt,P.O. SCALE yountineraanterar cm mama 07V Emma :Insn.,, ..a o o. .M i..NA.,, .�... STRADDLE BLOCK 561 II ..r. VERTICAL BEND 563 a. .<<� �.......mrn.P.O. 8 JANUARY 0011 VALVE 503 00 tCASING DETAIL NO SCALE Xg. •••pt, RESTRAINT ter* 580 IX it E1 FI 9934 &t Y: ii ge 5 61 cP NF tz, Revisions and Addendums 100%DESIGN DOCUMENTS ;v P ENGINEERING DVISION SHEET e 7253 Description Date No. By PUBLIC WORKS DEPARTMENT CITY OF TIGARD D-04 11 _.,..�w CENTURY °',, `W WEST ,J,25 S.W. HALL BLVD. 1D iii P9G�_�N 8,�..0 ,�,�y - - ` VO(C£�SOREG 91173 124TH AVENUE/ANN COURT CULVERT REPLACEMENT of FY o v°°� E N G I N EER R I N G FAX. 503-624-0752 15 yy �J TIGARD WWw.nGAXD-oR.GoV B ONE INCH(REF) IEXPIRES:6/30/20 I BID SET DETAILS FILE NO APR.2019 1 JAJ DESIGN:JAJ I DRAWN:BMV]CHECK: RDV PROJ.NO: 94038 I BID ON: STRUCTURAL GENERAL NOTES ` / ; J. SPECIAL INSPECTION/INSPECTOR REQUIREMENTS(OSSC 1704) j ' GENERAL REQUIREMENTS � % � 1.Special Inspector:Employed by the Owner(GSSG 1704.2). \ 1. Perform all work in accordance with the 000T Standard Specifications 2018. " ` '� /,f P 2.Reports Submitted to the Building Officral and the Engineer.All discrepancies shall be brought to the immediate OUTLETHEADWALL-----________ \ \• \ i `` attention of the contractor for LOCATION _ _ ''\ , \ 2. Where details are not specifically shown,construction shall follow _- pec' y typical details for similar conditions,subject to r review by the MD Structural Engineering,Inc(MDS). correction,[hen,if corrected,to the building official and the Engineer(GSSG 1704.2.4). '--------_ / f"\ .., 3. Civil drawings are the prime contract documents.Refer to the Civil drawings for information including but not limited 3.The Special Inspection is to be continuous during the performance of the work unless otherwise specified. �` to:dimensions,elevations,slopes,grading,etc. These structural drawings are for the construction of the culvert / \ head walls only. 4.Certification:Inspector must be certified by the Building Official to perform the types of inspections INLET HEADWALL-� \i >> _'-_ \ __ specified. LOCATION N. \` \ r\ \�� / 4. The Contractor is responsible for all means and methods of construction including adequate bracing of the structure - ` \, \ -\K \ I ' 5.The epactal inspection agency is responsible for providing a testing schedule that includes the type and -- �\ . F !_- " Y _ and parts thereof for wind,earthquake and construction forces until all structural components are permanently frequency of tests. 1' connected,forwork design/removal schedules,shoring design,temporary cut slope stability. The Contractor is \\ j , responsible for all job related eatery standards such as OSHA and DOSH- 5. The Contractor shall verify all dimensions and conditions at the site.Conflicts between the drawings and actual site SUMMARY OF STRUCTURAL CONTINUOUS AND PERIODIC SPECIAL v. A.� N A conditions shall be brought to the attention of the Civil Engineer/MDS before proceeding with the work.In case of •.A 'V y -- - discrepancies between the General Notes.plans,and details,the Civil Engineer/MDS shall determine which shall INSPECTIONS \ \ \ 6 '--- ,___•--- govern.Discrepancies shall be brought to the attention of the Civil Engineer/MDS before proceeding with the work. \ y The construction inspections listed are in addition to the inspections required by OSSC section 110.Special \\. ,,,,,// �' �� `� �( ��/ 6. The Contractor shall determine the location of all adjacent underground utilities prior to earthwork,foundations, Inspection is nota substitute for inspection by the Building Official.Specially inspected wok that is installed or �� \\ . r .1" shoring and excavation. covered without the approval of the Building Official and the Special Inspector is subject to removal or exposure. \ `� ;% •) s •\.\ x\ i 1 (-I / 7. Alternatives for specified nems may be submitted to the MOS/or review. 1.Responsibility Itis the responsibility of the General Contractor to inform the Special inspector or Inspection •'�,ivy \\1,19‘, ;,19 `' P MST I -3 b Agency with adequate lead time prior to performing any work that requires Special Inspection. \\ •.\ DESIGN LOADS 2. SPECIAL INSPECTIONS. / V °.\ C �� �r�/�` -- `` RETAINING WALL DESIGN VALUES, A Concrete Construction(See Table) q\ \\ \\ (`i \ \ \ B. Compaction(See Table) T 'P.\ ill/// EFR 40 pcf \ 1 i\\\ +C. t/�y Soil Density: 120 pct native sails ` `. {{. : \ V�21 \\ I. / V� Coefficient of Friction: 0.5 ♦ •I \ s. �/j ---"' _.\1. r / Seismic Loads: 10H"2(Inverted triangular distribution) / / �\ \\ �\ +--_-�// 1y���`♦y Factor or Safety(FS): t.5 Sliding(Active Sal) / /o \X�xy` \ ,� / 3 { ' 1.125Sliding^Seismic) \ j �` \\\\ \ - 1 5Overtuml g(Active Sal) - _ .sT / �,` j ice'' \ i� _ 1.125 Overtuming(Seismic) INDEX -- / \ V \ - surchaget: 250 ver (Traffic) \ ` \ �/ SOILS AND FOUNDATIONS SHEET DESCRIPTION 7% l S1.0 STRUCTURAL NOTES&PLAN OVERVIEW \/ ` \y• \ \ 1. Footings shall be constructed on undisturbed native soil.Frozen soil organic material and deleterious matter not allowed.Any over excavation S2.0 PLAN VIEW,SECTION,&ELEVATIONS i, snail be backfilled with Dense-Graded Aggregate(ODOT SS 02630.10)composed to 92%0l the maximum thy density,as determined by ASTM $2-1 HEAD WALL CONCRETE DETAILS i' \ --� ° D-1557. 2 Backfill material placed behind retaining walls and extending a horizontal distance o/O.SH should consist of granular material meeting ODOT SS `q j_ 02630.70-DenseGraded Aggregate.Compact wall backfill l0 92%of the maximum dry density,as determined by ASTM 0-1557,however, y� `S �/fjj•' V\ backfill located within a horizontal distance of 3 feet from the retaining walls should only be compacted to approximately 90 percent of the \ i a y maximum dry density,as determined by ASTM 01557.Backfill placed within 3 feet of the wall should be compacted in lifts less than 6 inches thick 0\ • / \\ using hand-operated tamping equipment(such as jumping jack or vibratory plate compactors). 3. Drain Rock material placed behind retaining walls and extending a horizontal distance of 18 inches behind the wall should consist of granulari' ` \material meeting ODOT SS 02630.11-Open-Graded Aggregate.Compact Drain Rock to 90%of the maximum dry density,as determined by / / /a� ASTM D-1557. \ % \ 2. Geotextile fabrics shall meet the requirements of ODOT SS 0232.10-Geosynthetics,Acceptance,and ODOT SS 02320.20-Geotexble Property \ \\ \ Values,Table 0232-1 for separation geotextile.The geotexble should be installed in conformance with ODOT SS 00350.00-Geosynthetic \ ' Installation. CAST-IN-PLACE CONCRETE ! WETLAND '\ 1. Provide al subndhals required byACI 301 Sec.4.12 Submit mix designs for each mix in the table below.Concrete shall be norat-weight unless ( LIMITS j \ specified otsreise an the drawings / \ \ TABLE OF MIX DESIGN REQUIREMENTS �/ MEMBER STRENGTH TEST AGE MAXIMUM MAXIMUM TYPE/LOCATION (crap (days) AGGREGATE WIO RATIO AIR CONTENT •\ PLAN OVERVIEW , FOUNDATIONS Retaining Walls d Footings I 4000 I 28 I 1• I - 5% SCALE 1/16"=i'-0" 2. Follow ACI Manual of Concrete Practice.Follow Bre current ACI 306R when pouring concrete in cold weather. CONCRETE REINFORCEMENT 1. Concrete reinforcement shall comply with the followings Reinforcing Bars ASTM A615,Grade 60,deformed bars. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION Weldable Reinforcing Bars ASTM A706,Grade 60,deformed bars. Deformed Welded Wire Fabric ASTM A497 2. Bars shall not be welded unless authorized.When authorized,conform to ACI 301,Sec.3.2.2.2.'Welding'and provide ASTM A706,grade 60 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERISVCED REQUIRED VERIFICATION AND INSPECTION OF SOILS reinforcement. STANDARD i 3. Reinforcing shall conform to the following cover requirements unless specifically shown otherwise on the drawings: Continuous during task Periodically during 1.Inspection of reinforcing steel and placement. x ACI 318,3.5,7.1-7.7 VERIFICATION AND INSPECTION TASK listed task listed Concrete cast against earth 3' Concrete exposed to earth or weather 2• 4. Reinforcement lap splice lengths shat comply with the following table,unless specifically shown otherwise on the drawings: 2.Verifying use of required design Mx. - e ACI 318:CIr.1,51.5.4 1.Verify=tenetsbeiew feeling,are adequate b achieve the design beefing capacity. - a BAR SIZE #3 #4 #5 #6 ASTM C172ASTM 2.Verify excavations ere extended to proper depth and have reached proper material. x 3.At the time fresh concrete is sampled to fabricate specimens for strength tests,perform ACI C 31,1, 2 N Top bete foolkrgs 22' 29' 36' 3/8 slump and air content tests.and determine the temperature of the concrete. x - 318ACI Byre in wallsZt' 28' 35' 41' 3.Perform classification and testing of controlled fill materials. x 9 Bars in slobs&elsewhere 17 22' 28' 33' 4.Inspection for maintenance deperyfied curing teespenanee and tedxtquee. - x ACI318:5.115.13 4.WA&useWil proper materials,densities and IM thicknesses during placement and cOnWeGlorh x - otcontrolleda 1( 1)Bars shown o be continuous shall be lapped asscheduled ove M straight abight ninth around comers,and into adjacent footings. ■g 5.5I formwork M shape,Mention end dimensions of is concretes member - x ACI 31841.1 5.Prior WPM), placement of controlled MI,observe arbgrade and verify that site has been prepared x ix 5. Welded wire fabric in slabs on grade shall be chaired for 1 1/T cover to the tap ofthe aleb. ' - - 2r 6. All rebar shall be fabricated and placed in accordance with ACI Detailing Manual 315. P U C T U R,y a S o0FD PeOFFys ��y��GI NErf .r0 Revisions and Addendums ENGINEERING DVISION CITY OF TIGARD SHEET li 7 5 '• T Description Date No. By PUBLIC WORKS DEPARTMENT S1.0 Is / / i 3125 S.W. HALL BLVD. s_ ,.. tioo�., MD tru.ctu r•1 1111 VOICE,, OREGON 97223 124TH AVENUE/ANN COURT CULVERT REPLACEMENT OF aYt ngineering VOICE--503-639-4171 V..�-OAUBEN,� FAX: 503-624-0752 `� TIGARD I$WWnGARD-OR.GOV STRUCTURAL NOTES FILE NO 15 Q RENEWAL DATE: 12 31-2019 BID SET APR 2019 1 MD DESIGN:JA I DRAWN:JA .I CHECK: MJD PROJ.NO:94038 BID ON: • • irk Iva Inr 1 1 1 „.,,,,,,...._SEE iOV OF WALL DETAIL Ls21 I i 1 / P4. I ` LEVEL BACKFILL DESIGNED F FOR 250 PSF SURCHARGE 10418/W 1 ► 1 TSI1 © 1 1 I /11111.2.0C/11111.2.0CA• )S _ EACH EACH WAY OC 1 1MIWOG 1 / g i 3'v WEEP i' i MANAGE LAYER PFR MAN.WU I TYPICAL ♦ W yy11 HOLES IBLP OC A%SPACING 1 {f 'a I WEEP HOLES SHALL BE COVERED i > 51REAM BED MIK / ,�• )� PER CIVIL WITH GEOTEKTLE SCREENING 1 BONDED TO CONCRETE I , 6 I i "' 1 -..... ♦ 1 Z—WerOC SP r 1 1 4 Af b / Y I 11 .I5♦Iroc .9 I allroc ../' 3 s As y HEADWALL. \ i I 6 CULVERT HEADWALL FOOTING \ •EXTENTS • --. _ 4d SO r LAYER OF OPEN GRADED In _. -.._. .- GRANULAR ROCK BASE NOTE DIMENSIONING FOR HEAD WALL HAS M I trOC BEEN PROVIDED BY THE CIVIL ENGINEER. ‘\ VERIFY ALL DIMENSIONS WITH THE SITE RIP RAP PER CIVIL CONDITIONS.NOTIFY THE ENGINEER OF ANY DISCREPANCIES. HEADWALL FOUNDATION PLAN HEADWALL SECTION ()HEADWALL 1/T=I p 2 SCALE:NY=S.0' 13'431re'-O' 8•-0' mr r-r 77...---- --- IV �7 \''''.----. \N'"------- ----"; • 1 \ 'I 1 '} \, NOTE DIMENSIONING FOR ELEVATIONS HAVE \‘ NOTE DIMENSIONING FOR ELEVATIONS HAVE CONTECH CULVERT BEEN PROVIDED BY THE CIVIL ENGINEER. ---CONTECH CULVERT BEEN PROVIDED BY THE CIVIL ENGINEER. 7 PER CIVIL. VERIFY ALL DIMENSIONS WITH SITE GRADING. PER CIVIL. VERIFY ALL DIMENSIONS WITH SITE GRADING. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 9 /\INLET HEADWALL ELEVATION AO OUTLET HEADWALL ELEVATION 11 SCALE:3/8'=1'-O" T SCALE'3/8"=1'-O" flaucruR,, ab y�t0.E0 PROPp 4. H 6,4". l N fei,0,� Revisions and Addendums ENGINEERING DVISION SHEET 7 5 • Description Date No. By PUBLIC WORKS DEPARTMENT CITY OF TIGARD S2.0 la `� T/CARD,SORECON 97223 124TH AVENUE/ANN COURT CULVERT REPLACEMENT 12 ' ,,, o1b -,2 MD tru.ctural of �y 9N 10 i n g I n e e r i n g VOICE. 503-639-4171 'F(J.DAUBE*O`I' FAX: 503-624-0752 15 �J _ TIGARD WWWTIGARD-OR.GOV PLAN VIEW, SECTION, & ELEVATIONS FILE NO a ReIEWAL a61E. 12-31-2019 BID SET APR 2019 1 MD DESIGN:JA I DRAWN:JA I CHECK: MJD PROJ.NO:94038 BID ON: • 4-0' 10'-8"SHEAR STIRRUPS B 8"OC 4'-0" .... _ (3)-46 BARS I • TOP S BTM. TYPICAL WALL— CULVERT SEE SECTIONS. OPENING TYP FOOTING LINE. © 7- FOOTING REINFORCING. ® EXTEND TO END OF FOOTING. ( ? '/ (3}#6 TRIM BARS SPACED 3"OC - 1 , 1 EACH FACE VERTICAL-- • / 1 lI /� 30•7— #4, 0,�— REINFORCING PER 1 (J ,W,MFORCIN SPACING SECTION (--- ''\,\ ` (2}#6x9'-0'DIAGONAL �— "`�-. REINFORCING SPACING \\ / BARS EACH FACE. CONCRETE WALL.- 1 1 i / f M INFOR HORIZONTAL 1 I I REINFORCING SPACING \ 0 �/ 30"LAP TYP 1 1I A, t/ 2 / ---HORRONTAL ,--- I REINFORCING PER (2)46 BARS EXTEND SECTION 48"PAST OPENING I I O REINFORCING AT FTG CORNERS O WALL REINFORCING AT CORNER I . \ I1 .. LL 1 I U1__ ` 0 1 1/4"SLOPE 1 2+ E'', IO' FINISHED GRADE OTRIM REINFORCING REQUIREMENTS @ CULVERT SCALE:12•=1'-0" 18•DRAIN LAYER 4'-6'WALL BACKFILL PSTTOPS BOTTOM.EXTEND O TOP OF WALL DETAIL 48' 48'PASTC CULVERT OPENING SCALE 1 12'=1'-0' #4 STIRRUPS 0 8"OC zI Nijv CONTECH CULVERT /y\ /\� GEOTEXTB,E FILTER FABRIC ,.. BETWEEN DRAINAGE LAYER / /.V\. // /\A��\/Y1' AND RRED F LL J 18•THICK LAYER OF OPEN GRADED ANGULAR DRAIN ROCK (2}'86 EXIEND4C PAST OPEN/NG. ..->' DENSE GRAOEDA(3GREGATE HEADWALL j . I I III III_ -- CONTECH CULVERT 111=' TEMPORARY ITEMPORARY CUT PER CML NOTE:REINFORCING I4 TSHOWN FOR 3/4"B x19"'J'BOLT WITH 5'HOOK.SPACE SEE DETAIL 2/52.0 FOR -III—III—III—II1=11=1II—) I—III—III—III-_ CLARITY AT IS"TYP.SPACING AROUND PERIMETER 11 REQUIREMENTS.TYPICAL REINFORCING j—�I I—I j—1 I—Ii'—I i 1-1 i—I I—' ,— — OF CULVERT.PROVIDE A NUT ON BOTH �` # COMPETENT NATIVE SOIL OR SIDES OF CULVERT. , (\ x °HEADWALL HEADWALL SECTION AT CULVERT DRAINAGE DETAILENGINEERED FILL. 7CULVERT TO HEADWALL CONNECTION 4. x8 (.1)SCALE:12'=1'-0' aV C7jL R. SCALE:12•=1'-0' SCALE:112=i'-0• n .,,EAE(\PROAFss C. 4 ey PG 1 N Fe $y Revisions and AddendumsSHEET ENGINEERING DVISION IR / /`'7 5, Description Date No. By PUBLIC WORKS DEPARTMENT CITY OF TIGARD S2.1 • 13125 S.W. HALL BLVD. 13 I� >-044.4,I'UCIU rAi T/OARD, OREGON 97223 124TH AVENUE/ANN COURT CULVERT REPLACEMENT �ti--"ro �oo� - �D=ngineering VOICE:503-6394171 O15 FAX: F 503-624-0752 u 9FL DATE: 12-31-2019 TIGARD WWW DCARO-OR.GOV A RENEWAL DATE: HEADWALL CONCRETE DETAILS FILE NO BID SET APR 2019 1 MD DESIGN:JA 1 DRAWN:JA I CHECK: MJD PROJ.NO:94038 I BID ON: .��i Vi ;:7/ �i ' , .7/ „ .1e.- j v 4 \ �y if - T., /4/ , G 4 El / ‘,, \ sF SF, 20 • \ � // \ '-;� \ \ /"y 1112"I'''' / /e \\ , SCALE 1"=10' \ 1/74' \ / T \ /� \ 4 \ \ \ , \ \ /eF ,/ \\\\ ) \lip, _-i ,\ i/ \\ Y \ , ' \ �s \ U \J . \ � NOTES , \ U \�, 1. EROSION CONTROL TO CONFORM TO CLEAN \ .� \ //V' WATER SERVICES DWG.NO.945 AND ALL / .s CLEAN WATER SERVICES REQUIREMENTS. \ \ / \ \ \\�\ , 8, ...,„ / \ \�/\ " ,, /� EROSION CONTROL NOTES © , •. .7N . �' © \\ \\ . z1s, U / J�"c ra SEE DLL SEDAIL IMENT SHEET EC 2ri- . �, 0 I \ = / INSTALL EROSION CONTROL MATTING ON /---.* iy /ry ,/7� ., ..--- X . I`I SEE DETAIL 2 SHEETCREEK BANKS,C ,�lN�J� �� \ SEE DETAIL 2 EC-02. i�� ��V'� © \ ., \ �� �' n INSTALL FILTER BERM, ,/y W /�: - - \ / '- SEE DETAIL 4 SHEET EC-02. '� ' E INSTALL CONCRETE WASHOUT, ,. ,, i% \ �. ,. ., .� - ////' SEE DETAIL 5 SHEET EC-02. j // /� %/ ///y .. w .1 \ \ INSTALL INLET PROTECTION, ,. �// /„ / ° �, ,� y ° SEE DETAIL 6,SHEET EC-02. x / y. ,\ LEGEND "�A ��I '� r W Je „ �� \ II STORM CATCH BASIN \\' I / C \ \ 2� \\� i /� /j W y W W , \ O DRAINAGE FLOW DIRECTION �,� (� INLET PROTECTION(TYPE 3) II \\I`(` A * ' ' \ \ \ --SF-- SILT FENCE e ,} W y + —— MATTING 3 /. 3 I�I y. �"-- „ y CONCRETE WASHOUT \ a FILTER BERM Ed $. ,co,o)PROFFS .11 5 CITY OF TIGARD 100% DESIGN DOCUMENTS (j P�' N FF Revisions and Addendums W 'p ENGINEERING DVISION SHEET a„ a:, 725 r�• Description Date No. By CENTURY PUBLIC WORKS DEPARTMENT EC-01 •REQ• WEST 13125 S.W. HALL BLVD. 14 p TIGARD, OREGON 97223 124TH AVENUE/ANN COURT CULVERT REPLACEMENT OF 11 9 9ti 6 Zp0 \2 VO/CE 503-639-4171 *FI' p \O P' E N G I N E E R I N G FAX: 503-624-0752 15 y I� TIGARD WWWTICARD-OR.GOV EROSION CONTROL PLAN FILE NO g! ONE INCH(REF) 'EXPIRES 6/30/20 I BID SET APR.2019 1 JAJ DESIGN:JAJ I DRAWN:BMV I CHECK: RV PROJ.NO:94038 I BID ON: f N • NOTES Yx RMR.LANO RUNOFF OCCURS AIODwLfoGFANeAND EAPERRNUDRERSM IN RHE PMNCIPLfx PRArncEs. .A.T.,AND MANTENAT.OF EROSION AND VOW.CRNTRDIS WHO WORKS FOR THE PERM..MUST PROVDE DAM ANGLE EATER FABRIC SFEEMCEp ,` fi \ •/ , L.INSPECTIONS OF TNF EROSION AND SEDIMENT CONTROLS ANO 060MWE W1FAUG ASSURE SOL `c '/))) CONSTRUCT.ACTIV.SMUST AVOID OR MINIM.EXCAVATION AND CREATION OF BMF GROUND FROM OCTOBER 1 THROUGH V�ej�e� /LL�_ / MATRIST EACH TEAR. 1 • ' ` ♦ V 4.,,,,,,A -4,` + F WRING WET WEATHER PERIOD MAPORAV STABIumTI.OF THE SITE MUST°MIR AT THE END OF UCH WORN DAY. . • F� DEMENT CONTRps MUST BE MEN.°AND MUNTARao ON Au DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL Vs. \' s4ov` TM.DURING COUTR O..THEY MUST REMAIN M PUCE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING Of -^ �1�Y^ EXPOSED SOIL R ESTABLIGNO, LONGITUDINAL TERMINAL SLOPE AND S.ALL ACTIVE!NUTS MUST HAVE MOW.CONTROLS INSTALLED AND MAINTAINED AT ALL TOMES DURING CONSERKTION.UNLEV ANCHOR TRENCH CHANNEL ANCHOR TRENCH OTHERWISE A..1.0,ASURFAMMOUNTED ANDAnAOMBIE•OSHAPEDFILTER BAG TSMWIREDFOR ABCURB INLET CATCH ® EXCESS SOCK MATERIAL DRAWN LAVES.MEE MUST BE CLEANED UP WHIN 24 HWRSAND PLACED SAGAS THE B•DRAM.FILTER BERM AND TIED OFF AT STAKE.TYP =•/•` SITE AND SSTTTMIODM�PP PERLYNTDIYTMOSEED.TIN CAUSE Of THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM IPM ro re 3.ATTACH AN VIEW •• • + ; r�' \\\` S PREFORMED ACCORDING TOTHE dMGON pEpM1MFM0i STATE IANOi REQUIRED LIME FRAME,CA..A RECUR..OF THE DRUM.MOM THE SAME 21.URS.ANY ReSTRUM CUM UVMSEDIMENTwALL BE r.........? '� - x5 WOODEN STAKE, TO ' ' I� `� ] SEDIMENT RUST NOT BFINTENTIONALLY WASIKDIMOS..SEWERS,DRAINAGE SRAM ORWATER BODIES. / 2'MANi. 4 1` �r \`� a SEDIMENT RUST BE REMOVED FROM REHM..SUMMNr CONTROL MEASURES WHEN IT HAS RUCHEDA HEOHT Of I/3-RDTHE y SPACED EVERYB O. (EYP) ' e ' VANE AT T-S' r \ .�� \\\\, BARRIER HEIGHT AND MIORro THE EONfRW MOWER REMOVAL - UBEm161FDIDMS \ NhRV.S . '1\1�/ a CLEANING M ALL STRUCTURES WITH SUMPS MIT OCCUR WHEN THE RETENTION CAPACITY HAS BEEN REDUCED BY SON T• - - O C •- 3 MM. OSER 3•.3•POSTS NOTES i P ✓ �\ AMATCOMPLETION OF PROJECT. II • C FROM ROE SUPE VI ANY USE OF TOXIC MOTHER H.WRDOUS MAMBAS MUST INCLUDE PROPER STORAGE,APPLICAMN,AND DISPOSAL. OO -. T. BURY BOTTOM Cr FILTER FABRIC 8' . LL ENE PERMITTEE MUT PROPERLY MANAGE HISARWLLS WASTES USED OILS,CMTAANNATEDSO.,CONCRETE WASTE.UNITARY LR "•ic. _ - ...ALLY BELOW FINISHED MADE ,11....„.„.„,......„.... WASTE LIOVIO WASTE M OTHER SUBSTANCES OQCOVEPFD M GENERATED WNXG CONSTRUCTOR. 1 '��� I 7-6' 2. 2•.r FR PINE M STEEL FENCE1 ! 4.-0. POSTS. � 11 THE APPLICATION RATE G FERTILIZE.USED TO REESTAWSH VEGETATION MUST FOLLOW MANOFACNREn S RECOMMENDATIONS. �• Al1‘.41‘ II z POSTS TO BE NsrnueD ON uPHuAs NUTRIENT RELEws¢iMMiwnLiNERsro SURFACE WATERS MUST BEMMMMED TYNE RELEASE FERTILIZERS slrWLO BE USED ANO SCE Of POPE \ \ GRE SHOULD BE REAM IN MPIICATION M FFTIUxEN WITHIN ANY WATER WAY RIFARWN 20NE. LIMIT OF WORK `///�'�. s. COMPACT BOTH SIDES IF nL1EA �• \- - /�,' ;/ x.OWNER MDENGRATFO PERSON wALLRERESPMSIafFM PROPER INST.UTIONAND MNxTENANQM.I EROSION AND FABRIC TRENCH. // -PI�����8 5. PANELS MUST BE PLACED \�" / �//`��0� SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITICUMFNTCLEAN WATER SERVICES SEABOARDS ANO STATE AND FEDERAL CONTOUR UNE(EYP) RCM F.. MX/7 V ACCORDING TO SPACING M DETAIL ��' REGULATIONS. TEM.x• ' 'I.940 .1,/� nNEa aM T xs•xrtnvus - LENGTH VARIES • TN PRIM TO ANY RANO DISTURBING ACTIVITIES,THE BOUNDARIES O THF aEMING LIMITS,VEGETATED BUFFERS,AND.SERVEMF AIDE ROLLS td�:4'.•• AREAS SHOWN ON THIS PUN SHALL BE CLEARLY DEUNFATED IN THE HELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE Is PROFILE //�jj�`j ISOMETRIC VIEW PERMPROJECTFROTCVEGETTEDCORRID BEYOND'RECTUM.LIMITS TIM DORSTOBEMIN..WI:HUM�NGF ANN iKTMY`tA IONEFEINCEMBOMMPfOR RO DEaiALD"TOSS NOT TO SCALE 1S.MIM TO ANY RAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ME GRAVEL CONSTRUCTION ENTRANCE, NOTE: z PERIMETER SEDIMENT CONTROL ARO INLET TEEIWH.THESE BMR MUST BE MAINTAINED FOR TM DURATION M THE PROIER. 1 IF VECITATM OF MIX.S ARESPECIFIED,O RN NA Nun TAREPUEEdr LArG THAN SEPTEMBER 1n:THE TYPE MD PERCENTAGES FILTER BERM MAY BE COMPOST FILTER x!'4,4'- /�� (4141!Fili 1A W AS A HE GUS USSOIDENTIFIEDMERENAUM(OTT SCD ETHERM THAN SWUOTO SOCK,STRAW WATTLE OR APPROVED EQUAL. 7X2X3'WOODEN STAKE I'S'y 2•-B• ty $.. ff. 4S Alk �i'�F WATERTGNT TRUCES MIST BE USED TO TRANSPORT SATURN-NO SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT ,. g4' .y9�.+p, .. kr.`•y'. `L�t. V 1].IS TO DRAIN THE SOIL M GTE ATA MSGNATFDLOCATON UMNGAPPRMRATE SMITS;SOIL MUST BE DIMMED SUFFICIENTLY FOR FILTER BERM LLAGE 4'-ISP •fes�¢� �"•' '+2' �• THROMINITAAL UGH fS.W.UDEN WATER MUST BE DISC]WGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA MD .�ti, 4: . E G %, M.CONT.MAP,E FILTER BAG). 1 / �� WPI N. M��A V��yi e•�iE s`'E? HE ESC PUN MUST BE REPT°VEL ALL MEASURES SHOVER M ENE PUN MUST TN INSTALLED PROPERLY TO ENSURE THAT NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. �"�'W/, `- estAwrwSP.. _ FM FURTHERREFORMATM INITIAL CHANNEL INTERMITTENT CHECK 3000NSRU�OrNiPPEERIOOD,THHESSEDIMENT UDEN WATER E 5000 ASHALLBEU�PGR D.ASHEi DTO FOR NNCOMPUANCEWITHAMLLREcuurONS.. N �j{A.eiAi N r\d �j .40` k,„4 • ,•-e• BEE ANCHOR TRENCH SLOT pG A-��%' ,�!•� FRONT VIEW aMTER L•A =AN S O 21.WRITTEN ESC LOGS AREwCFESQV TO BE MAINTAINEDONNTL BE TO DISTRICT INSPECTORS UOON REQUEST. n Z SEW TSIER09 PRE NOTES IN AOEASSUBKCT TO WINO EROSION,...ATE BROS WV BE USED WHICH MAY!KLUX THE APPUGIDN OF TINE WATER -i NOT TO SCALE >2$RUYNG.PTA.SHEETING.MAUI.,M OTHER APPROVER MEASURES. RUNNING NANO. 1. CHECK AOR TO BE LUTOSTCTED PER MANUFACTURERS SPEOFICA]IONS. lv C. STARING M STAPLING LAM.PER MANUFACTURERS SPECFlCAHONS 23.ALL EXPOSED SOLS MUST BE COVERED WRING WUARAI..PROM STANDARD EROSION CONTROL 1j SEDIMENT FENCE G1OenWateT Servi es MATTING CHANNEL INSTALLATION CleanWater�`Services NOTES FOR SITES LESS THAN 1 �anW dices SECTION A-A GRAVING NO.375 DRAWING NO.800 DRAWING NO.945 ACRE OSEDIMENT FENCE °MATTING CHANNEL INSTALLATION EROSION CONTROL NOTES °FILTER BERM DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Geo...top %OPOn v.Bee se-.-. td lin-- —1 of eve metol AOgregRe OrRr. -. X •-44 ;,S Fbw a )a e s • • . 116-6 Abet �RAS Raw i —/ Y Brourtlanlel Das n ®®®® -._�.. -- I•111 1118 1 I 1 9NNW• f A.3111111i131111.113111•11 I_e.Pe. �� / • B.BIYp eL'eYP EIRBR(,,, F�� / smpz. 20-mittIODIn, y r I GeoleMe insert NOM A , 1 A / Pawed Flhered --__ - Ins.Rod arinku the to L. L I wear M delete et Nets Lsr--I - rs of IYRYtan N STAT ® g GEOTEXTILE/WIRE MESH/AGGREGATE-TYPE 2 PREFABRICATED FILTER INSERT•TYPE 3 SOD PROTECTION-TYPE 6 $ , , STAPLE DETAIL • - 1y„ A' MIBR diameter vrI�Bp P �/♦ •. mlRb mNBeWRO.O. e o ®�®� • T �mRpe gram GIXnpoM nhar , 5§f i I sock -Compost filter sock Mama •-, fl ' till .Warn and ab6 \I;;Je grab \ � ,%FyD{ef ®� y \ a.:e Standard Taozngular . SMpb HMIN bbeleF • A �A straw bale IIDyel --�0..TO-wceaen Raft. / O C.Rm)Tr eaIEI at IPNdND / Secure Ymn 41..YNen 1 •-WVe Red RroI WOW.W.Awnwl bC.M \e Malang bratkNLb pavement ea 0.°M DMF polyethylene AREA DRAIN PUN AREA DRAIN PERSPECTIVE VIER CURB INLET PERSPECTIVE VIEW plastc lining i .—,-.1—,-.1100 Raab INA M.L..wpm sem__9I t3913______ COMPOST FILTER SOCK OR WATTLE-TYPE? . `dee aarapegRb hold wattles in platy.Sandbag,are not necessary la compost filler swim 6.....".6. meow.Rsolrwrz O1.1AH-3013 mom At meow•M ewbwe eel NH mdeme. .n sr / so..0•p111.. WrM Fe*u•p Nen.* The NMman WO use Draw OREGON STANDARD DRAWINGS No. Y.NWdmarauseSNn. OREGON STANDARD DRAWINGS --2 A 2 ALA stakN 12 per Bye ' SM+Oxtl UaTGT,efkla dwps0 =2,,;,042001... prLsta Type 3 PTETapnated M1hm'FnpL4 Type]-Cpnpoat filter sock SIWWNd Or.1.RW.MNMOkRIRIRd yppIt BQiVen NbutfT MANOR nalmaamc•IRM PFr BTSNF nreN OV.FTTN p�ran�M EPININxkeled Mee inserts acrnUITG TO The plane. Omer*.Med mETBOBNa mninwm of IX Inb STOlI0 kl aWWOsrOB E*TBRI * INLET PROTECTION 1y D axNwdWSNea'vgpkiFNNeF CONCRETE TRUCK WASH OUi S Meow erMnwR Inn paeldFe a'D.r VIE wire Pryee..inser,e wm TUTOCom.M oven.a re - Overlap SETdvY Aacwrera recommend.. ...O.....4NPINYIN TYPE 2,1 S.INV 7 Sp.*plap.ta NM maserts acrenesmmhe Mens and Arch win Be Oft..+pOI p SECTION A-A awpadre.n Ws*reyNF p and perimeter edsbudkxe. lowed Only when accompanied by aMIO5TT BMP b Il'mn.T maul. WIN go..N Ow aOerAW°m 1B C .44oIae user rgy0Yd M t15�p -. Ina.aggregate Ewer the Deaf.* e.IM pNprny of aedimerlle entering orajecl storm Use B'm lT demG an curbside In traffic areas. UTUN aEleweWEN STUN INT 2015 el wNnrt TUUTOFa sn Use 1T b IB'Me ROCS n naneaffx are.01 setae IN wed rrenH p.NMYga FNM laGicated nsln are na abwed Allem Me Leger San aaMN. B CONCRETE TRUCK WASH OUT FACILITY Neanrered PmkeAkary Eryvew. a RePnrWed Pro/auto.Engineer -_ -- E1 i* Effective Date:December 1,2016•May 31,2017 RD1070 Effective Date:December 1,2016-MDI 31,2011 RD1010 /f ()CONCRETE TRUCK WASHOUT ®INLET PROTECTION BE ()CONCRETE N.T.S. 6 SCALE: N.T.S. g': Fqi 100% DESIGN DOCUMENTS hRevisions and Addendums CITY OF TIGARD SHEET L, Description Date No. By CENTURY PUBLIC WORKS VISION PUBLIC WORKS DEPARTMENT EC 02 IIII Iit i WEST =R 117VA2R0SREGOi 97223 124TH AVENUE/ANN COURT CULVERT REPLACEMENT 15 �e' VOICE:50.3-639-4171 OF DAX: 503-62 15 4 ` l ONE INCH(REF) ENGINEERING TIGARD WWWTTGART-oR.GOV EROSION CONTROL DETAILS FILE NO O BID SET APR.2019 1 JAJ DESIGN:JAJ I DRAWN:BMV I CHECK: RV PROJ.NO: 94038 I BID ON: