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PFI2020-00156 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT ' COMMUNITY DEVELOPMENT Permit#: PFI2020-00156 TIC'A R'D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 05/06/2020 Parcel: SEG3021 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Greenfield Dr. Reconstruction Project Description: Repaid Greenfield Drive near Gaarde Street due to waterline break. 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.tigard-or.gov to schedule inspections online. Contractor: EAGLE ELSNER INC PO BOX 23294 TIGARD, OR 97281 PHONE: 5036281137 Applicant: ADNREW 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: ."SC�e Capp CI('oi --- Issued By: AA .&.. Special Conditions(See Attached) t��....//// Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2020-00156 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 gECEI i1Ay 0 4 202� ligENGINEERING of RINgG DEPARTMErd ) OF TIGN��RING PFI#:202�'U01`��a a N INGIENG TIGARD Public Facilities Improvement (PFI) Permit PROJECT INFORMATION / TYPE OF WORK Project name: (7{eCAcietA Dv. C-Cc.ons1-voc4 Din 0 TYPE 1-Franchise Utility Work Brief description of f project: Ed fa;r GvezH-Ci do( Dv, Ne g v." perf ormed by N 1,PGE, or utility agency GQa✓OkG SJ. a(tie, ko Oa-Fe/hilt Weak-. 14 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 main line tap Location (address if available): GoeetiCietdl Dv/Sw I32tA 0 TYPE 3-Full Scale Development Work SE& 3b2-l 12P 28 performed with land use approval which includes any of the following • Subdivisions or Partitions APPLICANT INFORMATIONF • Street widening Name: C �y dt �r�/AJC� • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 131 LS S w 1-10\(I elvd. water service area City/State: 1 it a✓d t D R- Zip: 7223 ❑ TYPE 4-Small Cell Technology O TYPE 5-Tigard Triangle Phone: SO3-639-'�l-71 Email: Ovid✓ewIAe k.ggvtl-AAo',-'-, eJov Phone: 503- 71?-' L` -12- NOTE: Type 1 and 2 applications may be Contact name: A indict() I�G0)10 V em toailedrowpermits@tigard-or.gov. Phone: Sa3-7I8-2y12- Email: canal✓ewe, -I-;9 a vol-ov ,9ov CONTRACTOR INFORMATION ❑ Same as applicant Name: F-ct9lc- (svtty. 1w: CCB Number. 2-71 IZ- Mailing address: i-I406 Sty 1-1;j Isbove, ow/ City/State: cvle✓wood, Of- Zip: g)I y i Phone: So3-6Zg- 113-7 Email: fake P e0,1Ie.-n :vle.✓. Lowl ENGINEER INFORMATION Name: Wallas Et/;JlC2v;.nc:, Mailing address: 2lc W Lei J . i S.;�e. zo° City/State: UQviLovve-vi tuA Zip: gg660 Phone: 366- gsz-9I60 Email vies,wegtnc✓Ptuvclliset� .lx-f ADDITIONAL INFORMATION •t Estimated value of work is required(if over$5,000):$ 21 5, 000 (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes al No Case number: City of Tigard • 13125 S\\ 1!all Bh d. • 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. l � /vtdicw Iewlovr 5/q/zow Applicant's or authorizedagent's signature Print name Date Property owner's signature (if required) Print name Date sl \i F OM.) Case No:P42-020'00lSIP Permit fee: '9-- Received by: Al.- Date: rJ/4 2r) Approved by: T40071,d. _ Date: -5.—/C/ZD2a Notified by: — Datc:J k�C2�0, City of Tigard • 13125 SW Hall Blvd. • 'Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 4 a° SV 79235 CITY OF TIGARD , ,0,,,, �yArARi1Nw�Ai., GREENFIELD DRIVE EMERGENCY RECONSTRUCTION QI EXPIRES:os/3o/zo2o1 March 2020 cc 1- 3 1 1 1 1 I o I-NJ V z u22'6 R�c ��yLR. r,g , _ W l'Zia U t' _�;� : /\"= SHEET INDEX IN o °--2i ♦� � µ ,_ n m ' �� L Ill II !1_ _ ,t y' . G1 COVER AND DRAWING INDEX . o'= 04,15 �J n.,,. 1.1 y.1 . . uallls . SY1 s 9, �aniil :F --► ■ G2 GENERAL NOTES ��. • .1. ..r a • -. -ram 1 r11 11 tag I engineering tag � �1� TIGARD c3 LEGEND _I 9iin ern eel .� 1, ! ! x I, ►V`O I u _I — u■ ►} >" � G4 TYPICAL SECTIONS W e.12 .` I ` C I TTT • 1 Civil Engineer. Wallis Engineering Owner. Ciy of Tigard G5 DEMOLITION AND EROSION CONTROL PLAN I Z Z i, `;;i fit V. - ♦��\ — i •I 0 t i ♦ ♦♦ 215 W.4th Ave.,Suite 200 13125 SW Hap Blvd Q — iiD O �7�� .�j - 1♦♦ _ Vancouver,Washington98660 Tigard.Oregon 97223 G6 DEMOLMON AND EROSION CONTROL PLAN II €t 1 l 1: p 1 ,`�♦* SE 14 .�WM •- {• - (360)695.7041 Tigard Pudic works Department (� �� 1 1111►' �?�i-/ ,, Contact: Wes Wegner,P.E. Contact:Andrew Newbury, . 1 •>.ull- ��7p G��►1 1111,141 �i11- 1! )718-2Project Manager Cl SW GREENFIELD DR PLAN & PROFILE BEGIN TO STA 12+00 W Z 1 ■ 111 111 Ill ,111 11�1 C (503)718-2472 — 10: �• ,,,:�,.-Q °tom -- �E.F.� ihrmit j C2 SW GREENFIELD DR PLAN & PROFILE STA 12+00 TO END O Q �� 1' ♦• `e 'u .litiia ��i Other Agencies: C3 SW 132ND AVE PLAN & PROFILE V 0 'ya 91h rr j-p11 . �•= 7 cJ)T� ..: y ♦♦ _ 1 ■ qy �,_ ,� 1 1��r 1� r Frontier Communications NW Natural C4 PEDESTRIAN RAMP IMPROVEMENTS ��i ►r' 111 , (P 1 •• r .a �• - rNn aI T;, '■1 1 LU Q _ (503)643-0977 (503)226-4211 Ext.2967 ;%1 / .�i ^ :i .a t= t ■._ f Contact Scott Kinney Contact: Richard Girard C5 STRIPING PLANS J ,// -�- MI♦♦ ♦♦% n 06 a Z��/" `� (.('l Portland General Electric Century Link Dl EROSION CONTROL DETAILS N ♦�I ♦ DID..� I t�. ■i!, • r _ (503)612-4638 503)242-4144 = w O _. _ ��/ io a NCI Cords ( D2 WATER DETAILS r .. , " - -I-f_. i ct: Jose Velaseo Contact: Scott Miller is g � �� t'. C_ Corneas( CESNW D3 STREET DETAILS I y y x Mo stir i�■■� (503)598 3733 (503)she ss55 D4 STREET DETAILS II ,f�. _.„ , Contact:Alexander Silantiev Contact: Paul Kohn i L D '6►1 I I �Yt DS STREET DETAILS III u m e ' F Ti ?r+�: � i s ins D6 STRIPING DETAILS 4 1J i{r_, 7 �f. PROJECT SrrE LriH ----- _ ir IAJ 1,:, . Cv:tin-L.\-- i •■ k hut•' ;'. `` 11 LL�I o > z r _�„ PROJECT a o • ip it , , ... nun . '41 �� 1' LOCATION v• ( . IIIIn, Y i= oLZ • 11P.206 �1 La_ W /Or �H r�♦ .., Al .. i', /;� 1 i * \. SANDY ° I / 0- a �/lei - , r �!1L7.�/' �,� nww9w 9 rr >.- Z O �� 11 I. I T 1 IT"-— _ I � ;'' ��. SW GAARDE ST �' _ - ., 0 7 Q PROJECT SITE MAP LOCATION MAP NOT TO SCALE -- - �� NOT TO SCALE Q, IX DRAWING NO: G1 1 or 17 A GENERAL CONSTRUCTION NOTES: 20. THE CONTRACTOR SHALL.MAKE PROVISIONS TO KEEP ALL EXISTING U1TLRES IN SERVICE AND STANDARDS. REQUIRE ADDITIONAL TRAFFIC CONTROL MEASURES AS NEEDED TO PROVIDE FOR PUBLIC 99I •Al PROTECT THEM DURING CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPAIR OR 4. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. SAFETY. 6 NCt,,, 1. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL REPLACE ANY DAMAGED UTILITIES USING MATERIAL AND METHODS APPROVED BY THE OUT! 4. EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION SIGNING ARE TO BE COVERED OR 79235 APPLICABLE PERMITS, UCENSES AND CERTIFICATES RELATIVE TO THE TRADES TO COMPLETE OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN 5. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT UNED. OF NEW REMOVED AND REINSTALLED AFTER CONSTRUCTION. • THE PROJECT MID FOR THE USE OF SUCH WORK WHEN COMPLETED.COMPLIANCE SHALL BE APPROVAL FROM THE UTILITY PROVIDER. MANUFACTURE, AND MADE IN THE UNITED STATES OF AMERICA(USA). PIPE SHALL "'� AT ALL LEVELS, FEDERAL. STATE, COUNTY,AND LOCAL RELATING TO THE PERFORMANCE OF 21. THE CONTRACTOR SHALL PRUNE ALL VEGETATION,AS NECESSARY AWAY AND UP FROM THE BE TRON'JOINT DUCTILE IRON,CLASS 52. ALL FITTINGS SHALL BE MECHANICAL 5. GRADE CHANGES WITHIN THE TRAVELED LANE OR A VERTICAL CHANGE OF MORE THAN 1" e^,p THE WORK. STREET AND SIDEWALK. AS WELL AS ANY ROOT PRUNING AS DETERMINED BY THE JOINT(MI) UNLESS OTHERWISE SPECIFIED. WILL REQUIRE TEMPORARY HUAC RAMP WITH PAPER OR SAND JOINTS AS NEEDED. AARTINAs' 2. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ENGINEER. THE CONTRACTOR SHALL PROTECT ALL COSTING LANDSCAPING THAT IS TO 6. COVER FOR ALL WATER WINS IN THE STREET MID RIGHTS-OF-WAY SHALL BE 36 INCHES. 6. ADOMONAL TRAFFIC CONTROL BEYOND WHAT IS CURRENTLY IN PLACE ON SITE SHALL BE 'EXPIRES:ON/30/2020 PRIOR TO CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY UTILITIES IN CONFLICT REMAIN. BACKFILL SHALL BE N-INCH - 0-INCH GRAVEL PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CTYS STANDARD WITH THE PROPOSED CONSTRUCTION. THE LOCATIONS, DEPTH AND DESCRIPTION OF EXISTING 22. AT THE END OF EACH WORK DAY,THE CONTRACTOR SHALL CLEAN UP THE PROJECT AREA 7. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36 INCHES OF FINISHED GRADE, OTHERWISE SPECIFICATIONS AND,ALSO, IN ACCORDANCE WITH A CITY(JOB SPECIFIC)APPROVED TRAFFIC UTILITIES SHOWN WERE COMPILED FROM GIS MAPPING,AVAILABLE RECORDS, FIELD SURVEYS, CONTROL PLAN. A COPY OF THE APPROVED SUPPLEMENTAL TRAFFIC CONTROL/DETOUR AND WERE NOT COMPILED FROM A DETAILED SURVEY COMPLETED BY A UCENSED SURVEYOR AND LEAVE IT THE A OJE AND SECURED OF EBR. UPON COMPLETION,THE CONTRACTOR VALVE OPERATING NUT EXIENSKXNS WILL BE REQUIRED. g SHALL LEAVE PROJECT AREA FREE DEBRIS AND UNUSED MATEIRWL EPLANS SHALLOV BE PREPARED BY THE CONTRACTOR.E-C N T UTIO TRAFFIC CONTRA PLAN MUST EXCEPT FOR THE SPECIFIC PROJECT SITES SHOWN IN THE PLANS. THE ENGINEER OR 8. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK SPECIFIED HEREIN TO YANTAIN BE APPROVED BY THE CRY PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. THIS PLAN UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY DR THE COMPLETENESS OF SUCH 23. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO AU. CONTINUOUS WATER SERVICE TO EXISTING WATER USERS. WHERE IT IS NECESSARY TO SHUT InFS NOT RELIEVE THE CONTRACTOR FROM SUBMITTING DETAILED TRAFFIC CONTROL PLANS RECORDS. ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN, MAY EXIST WITHIN THE WORK PROPERTIES/BUSINESSES ADJACENT TO THE PROJECT. THE CONTRACTOR SHALL NOTIFY DOWN SERVICE TO MAKE REQUIRED'NIFNIIES,THE CONTRACTOR SHALL NOTIFY THE CRY AS REQUIRED DURING CONSTRUCTION.THE TRAFFIC CONTROL PLANS SHALL FOLLOW THE AREA. AFFECTED PROPERTY/ BUSINESS OWNERS A MINIMUM OF 48 HOURS PRIOR TO ANY PROJECT INSPECTOR AT LEAST ME WORKING DAYS PRIOR TO A PLANNED WATER SERVICE PHASING REQUIREMENTS OUTLINED IN THE CONTRACT DOCUMENTS. TRAFFIC CONTROL PLANS Ym 3. OVERHEAD UTILITY WIRES ARE NOT SHOWN. CONTRACTOR SHALL VERIFY AVAILABLE VERTICAL DRIVEWAY CLOSURES AND ASSIST PROPERTY OWNER WITH ALTERNATIVE PARKING. SHUT DOWN TO ALLOW THE OWNER TO NOTIFY USERS OF THE UPCOMING TEMPORARY INTENDED TO MANAGE TRAFFIC DURING SUBCONTRACTOR'S WORK ITEMS SHALL BE ) to 3 CLEARANCE AT EACH PROJECT SITE AND PROVIDE EQUIPMENT/SEQUENCING/PLANS TO PEDESTRIAN PAID VEHICLE ACCESS TO ENTRANCES SHALL BE MAINTAINED AT All TIMES. THE SUSPENSION OF WATER SERVICE. ACKNOWLEDGED AND SIGNED BY THE SUBCONTRACTOR. ce F- 3 CONTRACTOR SHALL PROVIDE RAMPS OR OTHER APPROVED METHODS FOR MAINTAINING 9. PRIOR TO ANY CUT-IN OR CONNECTION, THE CONTRACTOR SHALL HOLD AN ONSRE 7, THE CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC IN F PROTECT THE EXISTING UTILDES. ACCESS TO ENTRANCES. RAMPS SHALL BE ADA COMPLIANT,APPROVED BY THE ENGINEER. t PRE-CONSTRUCTION SED. THOSE N MEETING WHEREHAL THE CUT-INDETSCHEDULE ORO AN,CIII ON WILL BE ACCORDANCE WITH THE MUTCD, CITY STANDARD DRAWINGS, ODOT STANDARD SPECIFICATIONS, 4. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL AND INCIDENTAL TO THE CONTRACT WORK. gSCUSSEO. THOSE TO ATTEND SHALL INCLUDE THE ONSIDE FOREMAN, CITY PROJECT 1 t 1 TIMES. INSPECTOR, AND TIGARD WATER PERSONNEL THIS MEETING SHALL TAKE PLACE PRIOR TO MID CONTRACT SPECIAL PROVISIONS. 24. THE CONTRACTOR SHALL SOLELY RESPONSIBLE NS COMPLYING WITH All.CONSTRUCTION 5. ANY INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL AGENCY OR ENGINEER SHALL NOT, SAFETY, HEALTH AND OTHER RULES AND REGULATIONS FROM OSHA, DEQ, STATE,AND LOCAL EACH CONNECTION AND BE HELD NO LONGER THAN ONE WEEK PRIOR TO THE CONNECTION. 8. USE TEMPORARY PAVEMENT MARKERS, BARRIERS, BARRICADES,AND SIGNS AS REQUIRED TO zz N THE CONTRACTOR SHALL HAVE AU.FIRINGS, PIPE. CHLORINE SWABBING EQUIPMENT, PUMPS SAFELY DETOUR PEDESTRIAN AND VEHICULAR TRAFFIC AROUND CONSTRUCTION. LABEL TYPE ' IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING BUT NOT2 • u-+ AND HOSES, AND ALL EQUIPMENT NEEDED TO MAKE THE CUT-IN CONNECTION AT THE AND LOCATION FOR ALL ITEMS ON TRAFFIC CONTROL PLANS. TEMPORARY PEDESTRIAN RAMPS -> _N COMPLIANCE CUH THE APPLICABLE CODES, REGULATIONS, CITY STANDARDS AND PROJECT UNITED TO SHORING, BRACING, ERECTION/INSTALLATION, FALL PROTECTION, GUARDRAILS, ETC. IN COMPLIANCE WTH ADA REQUIREMENTS SHALL BE CONSTRUCTED TO MAINTAIN PEDESTRIAN rc i CONTRACT DOCUMENTS. MEETING AND AVAILABLEFOR CITY INSPECTION. zIdz3 25. IFC NS RUCTI OR AICH, INCL DIN RBUOURCSI ARE DISCOVERED 1G THE SITE BLARING 10 ALL PIPES VALVES AND FTTTINGS SH AL BE THOROUGHLY FLUSHED PRIOR TO PRESSURE' i 'L_o fi. TONBEGINNI SHALL . OR PAAME ALL LI BE M DE ORI1E IRA THE TAT ISO ONSTIE PRIOR CONSTRUCTION DCTHE ANTRA TOR SHALL STEP, TWI CITY OF QUIRE SHALL FE NOTIFIED 9. APPROPRIATE METHODS OF PEDESTRIAN AND VEHCULAR TRAFFIC CONTROL INCLUDING 1- uTESTING AND CHLORINATION. FLUSHING SHWl BE DONE THROUGH BLOW-OFF UNITS,TO BNDINHEG WORK. NO PASTRUT NTLL BE MADE FOR EXIHA WORK TINT 5 CONSiRl1C1ED MME0.50 A0O T0 CONTRACTOR SHALL COMPLY WITH ALL RINGS ASEAPP OFCA SECTION HYDRANTS. INDMDUAL SERVICES,AND MAN AT A VELOCITY OF AT LEAST 2.5 FEET PER FLAGGERS, SEAL BE EMPLOYED BY THE CONTRACTOR TO THE EXTENT DEEMED NECESSARY z =o< BEYOND THE APPROVED CONSTRUCTOR UNITS. 00290.50 OR 00290,51 OF THE OREGON STANDARD SPECIFICATIONS 0.S APPLICABLE SECOND (FPS). BY THE TRAFFIC CONTROL SUPERVISOR AND AS APPROVED BY THE CITY AND THE ENGINEER0 7. PROPERTY UNES SHOWN ON PLAN SHEETS ARE APPROXIMATE, WERE GENERATED FROMTO PROTECT WORKERS OR THIRD PARTIES AND SAFELY ACCOMMODATE TRAFFIC THROUGH THE zV-i 26. MATERIALSSREQUIRED SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, ANCEIS,MAD NUMBERS -o AVAILABLE GIS INFORMATION,ARE FOR GENERAL DELINEATION PURPOSES ONLY AND ARE NOT IS REQUIRED AND INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE,MID USEFULNESS. 11. PRESSURE TESTING SHALL COMMENCE ONLY AFTER BACKFlLL HIS PASSED THE REQUIRED WORK ZONE. p -18 MEANT TO REPRESENT THE ACTUAL PROPERTY BOUNDARIES. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF TIGARD COMPACTION lLSIS PER MSHTO T-180 AND THE ROADWAY BASE ROCK HAS BEEN PLACED, 2 PRIOR TO INSTALLATION. COMPACTED, PROOF ROLLED,AND APPROVED BY THE CITY PROJECT INSPECTOR. 10. THE CONTRACTOR SHALL PROVIDE TEMPORARY ADA-COMPUANT PEDESTRIAN RAMPS ADJACENT _ °- 8. REPLACE CURBS, SIDEWALKS. AND/OR DRIVEWAY APRONS THAT ARE DAMAGED AS A RESULT TO EACH RAMP UNDER CONSTRUCTION UNTIL SUCH ENE AS THE RAMP IS FULLY OF CONSTRUCTION OPERATIONS. REPLACE FULL SECTIONS TO THE NEAREST EXISTING 27. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE 12. ALL MAINS WITH A STATIC PRESSURE UP TO 100 POUNDS PER SQUARE INCH (PSI) SNAIL ACCESSIBLE. CONSTRUCTION JOINT. REPLACEMENT WILL BE CONSIDERED INCIDENTAL TO THE WORK. CONTRACTOR. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN BE ILSIED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM ALLOWABLE LOSS OF 5 PSI.WATER 11 THE CONTRACTOR SHALL COORDINATE ACCESS TO DRIVEWAYS WITH PROPERTY OWNERS. 9. ALL CONSTRUCTION SURVEY AND STAKING REQUIRED FOR THE PROJECT SHALL BE PROVIDED CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE CONTRACTORS MAINS WITH A STATICSHALL PRESSURE GREATER THAN 100 PSI BE PRESSURE TWO AT ACCESS TO ROADWAY APPROACHES WITHIN TFE PROJECT LIMITS SHALL BE MAINTAINED AT BY THE CONTRACTOR. THE CONTRACTOR SHALL DEVELOP AND MAKE ALL DETAILED SURVEYS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI.ALL TIMES.ALL TRAFFIC PLATES SHALL BE USED, AND SECURED IN A MANNER ACCEPTABLE IE TO N NECESSARY FOR LAYOUT MD CONSTRUCTION INCLUDING EXACT COMPONENT LOCATION (SUCH 25. PROPERTY DISTURBED BY CONSTRUCTION ACTMTY SHALL BE SEEDED WITH A STANDARD PRESSURE TESTING SHALL BE COMPLETED IN THE PRESENCE OF THE CITY PROJECT INSPECTOR. THE AGENCY,ACROSS ALL TRENCHES BLOCKING DRIVEWAYS TO PROVIDE ACC AT ALL AS EXISTING STRIPING, SYMBOLS, ETC), WORKING POINTS, UNES,AND ELEVATIONS. THE GRASS MIX: SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, TIMES. AT NO TIME SHALL CONTRACTORS DETAIN OR DELAY EMERGENCY VEHICLES. CONTRACTOR SHALL BE RESPONSIBLE FOR MARKING EXISTING CURB EXPOSURE PRIOR TO MAILBOXES, ETC. SHALL BE REESTABLISHED. REINSTALLED OR REPLACED, WITH LIKE KIND 13. UPON SATISFACTORY COMPLETION OF PRESSURE TESTING, THE NEW MAINS SHALL BE 12. THE CONTRACTOR SHALL COORDINATE ACCESS FOR SERVICES INCLUDING, BUT NOT LIMITED 0 DEMOLITION OF ANY EXISTING ROADWAYS.THE CONTRACTOR SHOULD ASSUME THAT ALL AND MATERIAL. CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIESO MAIL DELIVERY,TRASH PIRDINA SCHOOL FOR SERVICES AND ANY OTHER SPECIAL Z SURVEY STAKING IS TO BE COMPLETED USING INFORMATION CONTAINED IN NE PLANS AND 29 CONTRACTOR MUST VERIFY ALL OUSTING UTILITIES FOR BOTH VERTICAL ELEVATION AND ANDSHALLl BE AT LEAST 2.5 FPS. THE PIPELINE SEAL BE THOROUGHLY FLUSHED, CHLORINATED, TRANSPORTATION SERVICES THAT EXIST WITHIN THE PROJECT AREA SPECIFICATIONS OR FROM EXISTING ONSITE FEATURES. INFORMATION OR CLARIFICATION BY HORIZONTAL LOCATION PRIOR TO START OF WORK POTHOLE BEFORE DIGGING IF AND CITY R IN ACCORDANCE WITH AVAYA STANDARD C651-92,THE STATE HEALTH DMSION J THE ENGINEER MAY BE AVAILABLE UPON REQUEST, BUT IS NOT GUARANTEED. ( AND CITY REQUIREMENTS,THE CONTINUOUS FEED METHOD OF DISINFECTON SHALL BE USED. 13. EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION SIGNING SAIL BE COVERED OR NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE DISINFECTING MIXTURE SWAT BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE REMOVED DURING CONSTRUCTION AND REPLACED AFTER CONSTRUCTION. TO. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO CAREFULLY PRESERVE BENCH MARKS. NECESSARY, T SHALL BE DONE AT THE CONTRACTORS EXPENSE. CHANGES MUST BE RESIDUAL OF 40 TO 50 MIW(XRAMS PER LITER (MG/L).AND IT SHALL BE INTRODUCED INTO CC I 14. GRADE CHANCES WITHIN THE TRAVELED LANE OR A GRADE CHANGE OF MORE THAN 1-INCH LA.I REFERENCE POINTS AND STAKES,AND IN THE CASE OF DESTRUCTION THEREOF BY THE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL THE MAIN THROUGH A TAP NO MORE THAN 18 INCHES FROM THE CONNECTION POINT TO CONTRACTOR RESULTING FROM ITS NEGLIGENCE, THE CONTRACTOR SHALL BE CHARGED WTH COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. THE EXISTING ST]IEM. THE DISINFECT/ON MIXTURE WILL BE PREPARED BY INJECTING A WILL REQUIRE TEMPORARY ACP RAMPS WITH PAPER OR SAND JOINTS AS NEEDED. Z THE EXPENSE MO DAMAGE RESULTING THEREFORE AND SHALL BE RESPONSIBLE FOR ANY A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE CALCIUM OR SWUM HYPOCHLORTIE AND WATER SOLUTION INTO THE PIPELINE AT A 15. NE CONTRACTOR SHALL PROVIDE AND PLACE 'NO PARKING'SIGNAGE AS NEEDED TO L.I.L MISTAKESTHAT I POINTS CAUSED BY NE UNNECESSARY LOSS OR DISTURBANCE OF SUCHMEASURED RATE WHILE FRESH. POTABLE WATER IS ALLOWED TO FLOW THROUGH THE ACCOMMODATE THE APPROVED TRAFFIC CONTROL PLAN AT NO COST TO THE AGENCY. MARKS, REFERENCE AND STAKES. O SITE ON TRENCHES WITHINH ROADWAYSAT THE END OF EACH DAYSEWORK. NO ERENCH, PIPELINE SO THAT THE CHLORINE WATER SOLUTION IS OF THE SPECIFIED STRENGTH. (7 11. MULTIPLE SURVEY MONUMENTS ARE PRESENT THROUGHOUT THE PROJECT AREA.THE ON OR OFF-SITE, SHALL FORBE LEFT AS ANYIATIME IN AN UNSAFE CONDITION.THE CONTRACTOR 5 RESPONSIBLE AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO SIGNING AND STRIPING NOTES: CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PER 00490.48 TO ADDRESS THESE FROM THE PROSECUTION OF THE WORK. DESTROY ALL NON-SPORE-FORMING BACTERIA DURING THE CHLORINATION PROCESS, ALL MONUMENTS PRIOR TO ANY DISTURBANCE ACTMTES. VALVES AND ACCESSORIES SHALL BE OPERATED.ALL PARTS OF THE LINES AND SERVICES 1. ALL SIGNING AND PAVEMENT MARKING MATERIALS AND WORKMANSHIP SHALL CONFORM TO 12. ALL PROPOSED CURBS, SIDEWALKS, AND RAMPS SHALL BE COMPLETE PRIOR TO BEGINNING 31. EXISTING MONUMENTS, PROPERTY CORNERS,AND SURVEY MARKERS SQUALL BE PROTECTED. SHALL BE DISINFECTED. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE THE REQUIREMENTS MID SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL ROADWORK IN EACH AREA. REPLACEMENT SWILL BE AT THE CONTRACTORS' EXPENSE. 24-HOUR PERIOD,THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 DEVICES (MUTCD), 2018 APWA STANDARD SPECIFICATIONS,MND CITY STANDARDS. N 13. PROTECT FRESHLY POURED CONCRETE CURBS AND SIDEWAII FROM VANDALISM OR OTHER 32. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND MG/L AFTER SATISFACTORY D6INFECTON, FLUSH THE CHLORINATION WATER FROM THE UNE 2. LOCATIONS SHOWN FOR EXISTING SIGNS AND PAVEMENT MARKINGS ARE APPROXIMATE. A=fi LT g tc 09 DAMAGE FOR A MINIMUM OF 71YEH1Y-FAR (24) HOURS OR UNTIL CURED ENOUGH TO STATE LAW, THE TIGARD MUNICIPAL CODE,AND THE TERMS OF ANY AGREEMENT WITH THE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICAL LYCONTRACTOR SHALL REPLACE EXISTING PAVEMENT MARKINGS WITH THE SANE SIZE, STYLE, L 1 G CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. TO THE PERMANENT SOURCE OF SUPPLY. THE DISINFECTION WATER MUST BE DISPOSED OF AND AT THE SAME LOCATIONS, UNLESS OTHERWISE SPECIFIED. ALL TRAFFIC SIGN POSITIONS CO)441- MO SUPPORT TYPICAL USE, WHICHEVER IS LONGER.ANY CURB OR SIDEWALK DAMAGED BY IN AN APPROVED MANNER. CO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY AND PAVEMENT MARKINGS LAYOl11S SHALL BE REVIEWED IN THE FIELD BY THE ENGINEER �5 E„ VANDALISM OR OTHER CAUSES SHALL BE REPLACED AT NO COST TO THE AGENCY. 33. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON 11TIU1Y WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR RESIDUALS TO A SAFE LEVEL AS MANDATED BY THE DEPARTMENT OF ENVIRONMENTAL PRIOR TO INSTAWTION. REMOVE EXISTING STRIPING AS NECESSARY TO ACCOMMODATE Ammo r.; o 14. Al PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE SECTIONS OF THE 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING PROPOSED STRIPING AND TO TIE INTO EXISTING STRIPING AT PROJECT UNITS, CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, EXCEPT AS MODIFIED HEREIN, 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER 4L1AliTY(DEQ). AFTER FLUSHING AND DISPOSAL OF THE DISINFECTION SOLUTION THERE WILL � THE 2018 APWA OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND CLEAN WATER MOTE DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. BE ANOTHER 24-HOUR PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERI LOGY:11 TEST 3. INSTALL BLUE BA-DIRECTIONAL PAVEMENT MARKERS AT ROAD CENTERLINE PERPENDICULAR TO CO Li u SERVICES DISTRICTS DESIGN AND CONSTRUCTION STANDARDS (RESOLUTION AND ORDER SAMPLES WILL BE COIIECIED BY A TRAINED TIGARD WATER PERSONNEL WORKER. EXISTING FIRE HYDRANTS LOCATED WITHIN THE PROJECT LIMITS. m 17-05). 4. ALL SIGN POSTS SHALL BE 2"-12CA PSST WITH 2)"-7GA ANCHOR PER OREGON STANDARD I ' o. 15. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. IN ORDER TO PROTECT EXISTING STORM SEWER NOTES: PAVING NOTES: DRAWINGS TM 681 AND TM687 UNLESS OTHERWISE NOTED. UNDERGROUND UTILITIES CONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS MUSTCONFORM TOBEARING: NOTIFY AND PUBLIC AGENCIES AT(FAST 48 BUSINESS HOURS IN ADVANCE OF, I, ALL STORM AND SANITARY SEWERH CONSTRUCTION AND ALL MATERIALS SHALL 1 TRIM VEGETATION AS NEEDED NG TO ENSURE ALL VEGETATION IS CLEAR OF BASIS OF MID UTILITIES THE APPLICABLE SECTIONS OF THE CITY ENGINEERING DESIGN MANUAL& CANS DESIGN AND MID NO MORE THAN 10 BUSINESS DAYS BEFORE, BEGINNING EXCAVATOR, IN ACCORDANCE CONSTRUCTION STANDARDS, PAVING OPERATIONS. 1. P11 PLAN INFORMATION IS BASED ON QUAIL HOLLOW - WEST ASBUILTS DATED 06/14/2000, WITH THE PROVISIONS OF OAR 952-001-0090. UNITS OF WORK SHALL BE PRE-MARKED 2. EDGE SEAL ALL END JOINTS WITH 6-WIDE HOT CRACK SEAL. SEE SPECA PROVISIONS AVAILABLE GIS INFORMATIN. FIELD SURVEY INFORMATION AND IS APPROXIMATE.THE QUAIL Q > Z FOR THE UTILITY LOCATORS POTHOLE ALL CROSSINGS AS NECESSARY TO PREVENT GRADE 2. AL EXISTING STORM SYSTEMS SHALL BE CLEANED ALL FLUSHED AND ORIGINAL DRAINAGEHOLLOW - WEST ASBUILTS ARE BASED ON THE 'WASHINGTON COUNTY BENCHMARK NUMBER: PAID ALIGNMENT CONFLICTS. REPORT ALL CONFLICTS TO THE ENGINEER IMMEDIATELY. RESTORED. SEDIMENT, ROCK AND OTHER DEBRIS BE BE COLLECILO AND DISPOSED OF IN 00744. 0 PROTECT EXISTING MIMES AT ALL TIMES DURING CONSTRUCTION. CALL THE ONE CALL A PROPER MANNER. IN NO CASE SHALL DEBRIS BE FLUSHED DOWN A STORM OR SANITARY539... BRASS DISK SET IN CONCRETE AT SE CORNER OF 135TH AVE AND WALNUT STREET. Er J. PROVIDE MINOR GRADE ADJUSTMENTS OF DRAINAGE STRUCTURES AS REQUIRED TO FACILITATE Q r' � UTIUTY NOTIFICATION CENTER AT 503-246-6699 FOR UTILITY LOCATES.ANY DAMAGE TO SEWER FOR DISPOSAL ALL DAMAGED IRRIGATION AND HOUSE DRAINAGE PIPE, DRAIN TILES, DRAINAGE INTO STORM DRAINAGE FACILITIES. NO PONDING SHALL OCCUR BETWEEN CATCH �' 289.19' C7 O U (- EXISTING UTILITIES, WHETHER THEY'RE SHOWN ON THESE DRAWINGS OR NOT, WILL BE SEWER LATERALS AND CULVERTS SHALL BE REPAIRED EXPEDITIOUSLY. DEBRIS COLLECTED BASINS FOLLOWING CONSTRUCTION. Z REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.ATTENTION: OREGON LAW SHALL BE DISPOSED IN A COMMERCIAL LANDFILL OR OTHER APPROVED LOCATION. 4. THE MAXIMUM EXPOSURE AT DRIVEWAYS SHALL 8E 1/2-INCH UNLESS OTHERWISE NOTED IN PROJECT BACKGROUND NOTES: - w REQUIRES ALL EXCAVATORS TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY 3. STORM AND SANITARY SEWER PIPE SHALL BE OF THE SIZE AND TYPE NOTED ON THE SPECIFICATION OR ON PLANS. L.A_ LaV• I- NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR PLANS. CATCH BASINS AND CURB INLETS SHALL BE THE TYPE SHOWN ON THE DETAIL IN THE WINTER OF 2019,AN EXISTING HIGH PRESSURE WATERLINE RUPTURED ON SW 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALNG THE CENTER. (NOTE SHEET. 5. PAVING GRADE RINGS. IF USED FOR MANHOLE ADJUSTMENTS, SHALL NOT BE LESS THAN 2" GREENFIELD ROAD CAUSING EXTENSIVE DU R',E TO THE ROADWAY. DAMAGE INCLUDED PAVEMENT O Ty W i ) THE TELEPHONE NUMBER OF NE ADMINISTRATOR OFFICE FOR THE OREGON UTILITY IN HEIGHT. PRIOR TO PAVING, RISERS SHALL BE TESTED FOR FITNESS AND SHALL BE FAILURE AT THE WATERLINE BREAM( LOCATION, UPHEAVAL OF THE EXISTING ASPFNLT SECTION, Z NOTIFICATION CENTER IS 503-232-1987). 4. INSTTHE STANDARD OF TAE CE. END SHALL SEWER DFLLLL BE RA AU ACCORMD TO APPROVED BY THE ENGINEER. Z O THE STANDARD PRACTICE. PIPE UNES SEAL BE LAID ON A STRAIGHT AJGNMENT AND WASH OUT OF UTILITY TRENCH BACKFILL AND ROADWAY AGGREGATE AND WASH OUT OF CURB 16. THE CONTRACTOR SHALL EXERCISE ALL DUE CARE IN PROTECTING PROPERTY ALONG THE UNIFORM GRADE BETWEEN STRUCTURES. PIPE BEDDING SHALL BE PLACED TO FORM A 6. COORDINATE WITH CITY STAFF FOR IN-GROUND VALVE MANHOLE OR VAULT ADJUSTMENTS OF AND SIDEWALK AGGREGATE BASE. IMMEDIATE REPAIRS WERE UNDERTAKEN TO REPAIR THE BROKEN 1_ LA.1 La ROUTE OF THE IMPROVEMENTS. THIS PROTECTION SHALL INCLUDE, BUT NOT BE UNTIED TO, CONTINUOUS AND UNIFORM BEARING SUPPORT FOR THE PIPE AT EVERY POINT BETWEEN PUBLIC UTILTY STRUCTURES. COORDINATE WITH FRANCHISE UlffiJTY OWNERS FOR WATERUNE AND BACKFILL VOIDS IN THE IMMEDIATE VICINITY OF THE WATERLINE BREAK. DUE TO - LA.I LEL TREES.YARDS. FENCES. DRAINAGE LINES, MAIL BOXES, DRIVEWAYS, SHRUBS. LAWNS, JOINTS: PIPE ZONE MATERIAL SHALL BE FIRST PLACED UP TO THE SPRING UNE OF THE ADJUSTMENTS OF ALL OTHER IN GROUND FACADES. SAFETY CONCERNS, THE ROADWAY WAS CLOSED DUE TO THE CREATION OF SUBSURFACE VOIDS. U Ct i. IRRIGATION SYSTEMS, WITHIN ANY RIGHTS-OF-WAYS AND EASEMENTS. IF ANY OF THE ABOVE PIPE AND MATERIAL UNIFORMLY COMPACTED BY HAND TO INSURE PROPER SUPPORT WITHIN 7. ALL PAVING SEAMS SHALL BE LOCATED AT LANE ONES AND GRADE BREAKS REGARDLESS OF THIS CONTRACT IS INTENDED TO REPAIR ALL REMAINING DAMAGE TO THE ROADWAY INCLUDING 0 HAVE BEEN DISTURBED, THEY SHALL BE RESTORED AS NECESSARY TO AS NEAR THEIR THE PIPE HAUNCHES.ALL LL BACKFI IN PUBLIC RIGHT OF WAY AND OTHER TRAFFIC AREASTHE WIDTH OF THE ROAD UNLESS ALLOWED OTHERWISE IN WRITING BY THE CITY OR BACKFIWNG REMAINING SUBSURFACE VOIDS UNDER THE PAVEMENT AND CURB/SIDEWALK, REMOVE ORIGINAL CONDITION AS POSSIBLE OR REPLACED IN KIND. SHALL BE 3/4"-C"COMPACTED CRUSHED ROCK, COMPACTED TO 95X PERCENT OF MAXIMUM REQUIRED BY PHASING REQUIREMENTS INCLUDED IN THE CONTRACT DOCUMENTS. AND REPLACE THE ASPHALT CONCRETE PAVEMENT SECTION, REMOVE AND REPLACE 17. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND Al DENSITY AS OBTAINED BY MSHTO T-99 COMPACTION TEST. SIDEWALK/PEDESTRAN RAMPS WHERE VOIDS ARE PRESENT, REPLACE PAVEMENT MARKINGS AND INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE 5. PRIOR TO ACCEPTANCE,AL PUBLIC STORM AND SANITARY SEWERS, EXCEPT DUCTILE IRON 8. PAVE DRIVEWAY AND STREET TRANSITIONS CONWRREMLY WITH IMMUNE PAVING UNI FS% OTHER DESIRED WORK ITEMS. MANNER, AND C900, SHALL BE THOROUGHLY CLEANED AND, AS APPROPRIATE, MANDRELLED AND OTHERWISE APPROVED BY THE ENGINEER. 18. ALL MATERIAL SUPPLIERS SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS)TES IOU TV-SCANNED IN ACCORDANCE WITH THE CRY OF TIGARD'S REQUIREMENTS FOR SUCH TESTS. RTI IN ACCORDANCE WTIH SPECIFICATIONS. BY ACCEPTANCE OF THE CONTRACT WITH THE 6. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUEUNE TRAFFIC CONTROL NOTES: OWNER/DEVELOPER, THE CONTRACTOR CERTIFIES THAT ALL LATERALS DELIVERED TO THE "AS-BUILTS"(OF ETHER OR BOTH THE STORM AND SANITARY SEWER STSIEMS) SHALL BE 1 NO WILL BE DURING THE HOURS OF DARKNESS, 7:00 P.M. JOB SRE WILL MEET OR EXCEED THOSE SPECIFICATIONS.ANY IA-ATRIAL NOT CONFORMING REQUIRED BY THE CITY FOR RENEW AND APPROVAL PRIOR TO CONNECTION OF ANY TO WORKO0 A.M.,IBE PERMITTED THROUGH FOGY NOR AU. OF HOURS SATURDAYESS. NOR AND T BETWEEN 00 P.M. SHALL BE REMOVED FROM THE SITE AT NO ADDITIONAL COST TO THE OWNER. BUILDINGS TO THE SEWER SYSTEM. T PRIOR APPROVAL 19' IT Aa EXISTING CONTRACTOR'S INDTIONSN RESPONSIBILITY E START OFF WORK. THETH POTHOLE NEEDED TOWATER NOTES: VISIT SITE 2. SW GREENFlELD DRIVE IS CURRENTLY CLOSED TO VEHICULAR AND PEDESTRIAN TRAFFIC. TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND CONTRACTOR SHALL COMPLETE THE WORK AS SPECIFIED UNDER THE EXISTING ROAD DRAWING NO: EXISTING CONSTRUCTION CONDMONS INDICATED AND/OR SHOWN ON THE PUNS. SHOULD 1. OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. CLL UU P WIN CONTROL W ADDITIONAL MODIFICATIONS BASED ON THE CONTRACTORS AN. ANY ERROR OR INCONSISTENCY EXIST,THE CONTRACTOR SHALL NOT PROCEED WITH THE 2. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA BY ANYONE OTHER THAN TIGARD G 2 WORK AFFELI EU UNTIL REPORTED TO NE PROJECT ENGINEER FOR CLARIFICATION OR WATER PERSONNEL IS PROHIBITED, 3. TRAFFIC CONTROL TO BE PERFORMED IN ACCORDANCE W MANUALITH THE FOR UNIFORM CORRECTION. 3, ALL WORK SHALL BE IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION (AWWA) TRAFFIC CONTROL DEVICES AND OREGON AMENDMENTS AS REQUIRED. THE CRY CAN 2 OF 17 FRC • GENERAL LEGEND: `�i�'N ` k. 79235 OR ,'' EXISTING esi 4e..2 ' �eW - EXISTING CENTERUNEI �MKRTIN� I9�wia — EXISTING RIGHT OF WAY [EXPIRE5:06/30202D —— —— — — — EXISTING PROPERTY UNE F — — — -- — — EXISTING EDGE OF PAVEMENT — ® EXISTING CURB > m 3 �,1 EXISTING CONCRETE SIDEWALK ®�, 9 EXISTING WALL .— -- so ---- IXISDNG STORM SEWER 1 I —Gs -- EXISTING SANITARY SEWER o n Y w EXISTING WATER 1 .-m<i m i5 G EXISTING GAS i == 4 i u SO EXISTING STORM DRAIN MANHOLE i e i i o 6° ® EXISTING CATCH BASIN 0 S o u SS EXISTING SANITARY SEWER MANHOLE i w y n O— ® EXISTING WATER VALVE 11 ,a DUSTING FIRE HYDRANT I I"o EXISTING UTIUTT BOX(S) Cl Z LJ PROPOSED J — PROPOSED CENTERUNE PROPOSED CURB I I PROPOSED PAVEMENT I I PROPOSED SIDEWALK i� PROPOSED LANDSCAPE AREA I (SEED/BARK MULCH AS DIRECTED) N _# kl O w PROPOSED WATER ar. < cv L o 1�_ M ® PROPOSED GATE VALVE =�S;i O I � PROPOSED BEND '�'� o Q z ,x, PROPOSED TEE CU W Io O' ®p PROPOSED BLOW OFF VALVE 3 -I- ,. d PROPOSED MONUMENT LJ 0 > Z 0 0 0 CI 0 �LA_ W 0 DOWN rW � o I La 2 u Q mg* CD - DRAWING NO: G3 3 of 17 03GINe4 79235 • O EXPIRES:O6/3O/2020 E o 20'+ 20'4 SERE RTYPICAL SECTION NG CONCRETE UN S Boni SLOES). 3 � SEE TYPICALSEC�TIONSINOTEESS BOTH SIDES). CR H 3 1 I _ _Llg: 2.5%- i i I J -b 41 < ��AgF _1_1JC�I1C - __ t�i�I =1 _ off$ rg III:�(.�1�I(r �IL� _ _ W MERE PRESENT. BACKED.VOIDS B-DEPTH LEVEL a 1/2'DENSE ACP PLACED IN 3 UFTS PER 7Y'PN.AL SECTION NOTE I (2-3•DEPTH BASE COURSE, 1-2•DEPTH WFMNG COURSE) EXISTING SUBGRADE N EXISTING AGGREGATE BASE. SEE- Z TYPICAL SECTION NOTES. 0 I— U TYPICAL SW GREENFIELD DRIVE SECTIONcn STA 10+32.27 TO STA 14+62.59 __I NTS 'Cr U 0- I- E— CD o C% o U)L I o N 20'3 f6•* SEE EXISTING CONCRETE CURB(PP.TYPICAL SECTION NOTES BOTH SIDES). CBILs O nom L'3J Eimr. EXISTING CAL SECTIONONCRETE S NOTES BOTH SIDES). �'�f E I _..‹ a W N1. 001 O INL i i ..i V U 0 pa ZD AKRE PRESENT. BACIOILL VOIDS LA_ WO1 8• DEPTH LEVEL 2, 1/2'DENSE ACP PLACED IN 3 LIFTS- PER TYPICAL SECTION NOTE I COSTING SUBCRADE O LT LyJ Z (2-3'DEPTH BASE COURSE, 1-2•DEPTH WEARING COURSE) Lr.- W V EXISTING AGGREGATE BASE. SEE W W CC ce TYPICAL SECTION NOTES. V TYPICAL SECTION NOTES: 1.TYPICAL SW 132ND AVENUE SECTION TEE PAVEMENT AND A MINIMUM 4 INNCCH DEDS PTH 3/4•-0`- BELOO THE COMPACTED PROPOSED u�T SE� THE STA 1+00 TO STA 1+87.97 EXISTNG AGGREGATE BASE SHALL BE RESHAPED AND RECOMPACTED TO THE CROSS SECTION SHOWN WITH ! 0 v HIS ADDITIONAL 3/4--0 AGGREGATE BASE ADDED AS NEEDED. THE ENTIRE ROADWAY SHALL BE PROOF ROLLED AND ,s FAILING AREAS SCARIFIED AND RECOIAPACIED AS NECESSARY PRIOR TO PAVING. DEPTH OF VOIDS VARIES ad BETWEEN 0-I T. EXISTING ACP DEPTH VARIES (5.25•TO 6.51 MOH AN AVERAGE DEPTH OF 6•. Q 2. FOLLOWING PAVEMENT REMOVAL,THE ENGINEER SHALL EVALUATE ALL CURB AND SIDEWALK TO DETERMINE WHERE VOIDS ARE PRESENT UNDER THE CONCRETE STRUCTURES AND ORDER REMOVAL AND REPLACEMENT AS [-+REQUIRED. THE ENGINEER MAY ORDER THE REMAINING CURB AND SIDEWALK TO BE PROOF ROLLED TO IDENTIFY OTHER REMOVAL AND REPLACEMENT NEEDS. 3. ALL AGGREGATE BASE SHALL BE COMPACTED TO 95%MAX DRY DENSITY. DRAWING NO: 4. SEE PLAN SHEETS FOR ACTUAL SURFACING CHANGES,WIDTHS AND LAYOUT. G 4 5. ROUND ALL GRADING TRANSITIONS. 4 OF 17 .A ' om _ • SEE SHEET G6 FOR CONTINUATION �G9,Z35 s' 1' 'r 6fT .t. \ / I 1131381 / .� G f© // O a� 7_I**1 1***1•4444 11**�l MR01 / 1 .."/' / © y1 .4-• ` 4444 '� ia�� I� ;Tafgamejaelialwaseinauji ��0 40 EXPIRES:O6I�I2020- Pis.- IIr1�■11 ■r1 ■■. : ��s �— V"�'III\�■�4A•�1■ •1r1rj•■1gi SCALE IN FEET1132081 / y. Ii •■•r■ii'•-:.1■r■rria■■ ■•rs144/ V / ._' >■rii■ .Rae iiRa*E ..aa!sii*lip ■•ssii• 64 s• nnnnnnnnn Z•7QQIgrrnnn• 444444444! •r :a '■aif!nn:�api■6■4444 ■u arinnnnn -Amos,=il4�••nnn•' nnnnnnnn 1ui4r 11rpr ryrrrrrr 3 ` / //.-'_. 'IIr■s1 rr�1 t ■■■.�r•r■■■ •■■rr■ri■•rrr■.■ rrr■*.22 Irrr■1■'■■; GENERAL DEMOLITION NOTES // \ © �■r i�4J11M•G■12j+•rW 4� •r_• +�■%•••Ir1 Ip■ =Ir r M > 1- r45��i%��■s%lryrir•n iiilfriira.a...ri\ij.••.2•�i••.x■i••g7.••■pn •■r7nii••■n••:•n J�1 J 1. PROTECT ALL COSTING STRUCTURES AND UTILITIES UNLESS SHOWN D-' I- 4.4 // \ ©1 7�■..,.4.4 .n igp�1l■o��pl�n nnnn nn nss1:■inn n11Iis i I S``�:��i•I�Ii1i�■•:Will: ..-- m OTHERWISE. SHRUBS. LANDSCPPING,AND ASSOCWED a ii \ © VAT r■ r•11 - rI■► rrr■■ lgrr p0■ rrr ■ •- ' % ■ �i�//� 2. PROTECT ML E%ISfING TREES ' a I }S•r�Ir1�R�1�1' • •%��\�••■r��11••■Ini•'+i r joallgV '1 Ir • W ROOT STSILBS. i / /■trl+T3✓ r11■/. IL�rlrrr■ r•Ir 1r11.. \ % 1.V1 ■=1r+ ■1i ■■ •■1 r■1 - N 3. SOME WORK WILL TARE PUCE ADJACENT f TO O THIS ELD COMMUNITY Not. 1132011 '■rr� ►■ate■ 1! 4■�/1�Iii•Ir\�q,■ij1� �i. 3 / �■rei.. ��G■IIi■I®Ii►,rrrr Ir1■1i•p�1• -- ! © GARDEN. ENSURE THAT PEDESTRIAN ACCESS TO TNT$PUBLIC FACILITY IS =u•�.a T10'Y�'rZ.ii■11■!�r■ci�•ry Qljllrr■•�� © L Z MAINTAINW WRHOUT INTERRUPTION THROUGHOUT WORK. rc z ! zn.r rr.�r r■p ■nr■ •r1. i I:2-i.°I \ 1 y�s•r111nr:ipiG■rp_�jrgl jlrw- / i _ I 0t50F __ Lil - � •11rq ■i■I�rs•1r rlssi!' / d ■r/jWNW 4�1�rM111■��■1 I Z \ / �.iii•••snq!�M' I p307a1 C 1 = a■■■iiiiii�r- / / 1■•.... I I c> DEMOLITION PHASING NOTES ZV \\ / / i� 0 1'sp•' / \ \ -- I 1131951 1 Q I. REMOVE ASPHALT CONCRETE PAVEMENT. o / 3.."*,A�$/ /-� \ ® \ I1 2. CWROHATETOENSURE ENGINETRIS PRESENTIMMEDUTELY AFTERREMOVAL \ / / SS \ \\ \ \ 113068 I IINS XTOINSPECTFORTHEPRESENCEOFVOIDSUNDERTHEE%ISTINCJ\ // \t\ 1132451 \ \ _ - I1 3. IN AAFAS WHERE OfffC1E0 BY THE ENGINEQt. PROOFROIL THE IXISTING Z�� ,/ \ CEIAENTCONCRETESIDEWALXT(1DETERMINE THE SEYEMIY OF VOIDS. Q\ /� / \ ® \ \ 1 4. COORDINUTE WITH THE ENIINEER TO DETERMINE THE LYIfS OF SAWCUfiNG Z �� j \ \ \ \ / 113058E AND REMOVAL OF COSTING COIENT CONCRETE CURB ANO SIDEWALK.AREAS Z // ss \ 1132651 \ __ gEYONp i.. SHOWN IMY EXIST AND REWIRE REMOVAL 0_ U z �/ - \ 1132751 \ \ -- F- Z JQ ////� �j/ 1132851 \ \• ` \ \ / J • O a- PLAN DEMOLITION NOTES m o pl REMOVE EKISRNG CURB INLET.VERIFY SIDE CONNECTIONS AND DRAINAGE o PRKTR TO REMOVAL: NOTIFY ENGINEER IF AAL CONNECTION OAST W THAT ARE NOT SHOWN. PLUG AND ABANDON N LEADS.SALVAGE FRAMES, GRATES,UDS AND OTHER APPURTENANCES TO CRYS PUBLIC WORKS DEPARTMENT. O2 ABANDON OUSTING MANHOLE REMOVE CONE, FRAME AND UD. FILL MANHOLE 171 0 'MIN COMPACTED TRENCH BACKFlLL. C R O © 130351 / / / /, El ABANDON STORM PIPE 6f FlWNG PIPE WIN CISM TO LIMITS SHOW 4 Cl •WI- IA Cif M -� \ // 1130251 // 4A ©REMOVE EXISTING ASPHALT CONCRETE 4 HOUR T. COORDINATE MIN _ z} O _ t \ / / ENGINEER FOR LIMITS A MINIMUM OF 24 IgURS PRIOR TO 51WCUTTING. T;; / 1130151 mmn / _ ��e� I/�� 5 gpJplE EXISTING CONCRETE CIIRB� SDEWALK�AND�OR ORIVEM'AY. u .O Ir%■�� -'� / COORDINATE WITH ENGINEER FOR OMITS A MINNIUY OF 24 HOURS PRIOR ` sss•r*Ain r■r1 - `� / // / ro SAWCUTIINC. CaF r■riiiiii•rrinr=s =ir1�1j� ��` \ / / r1r • _ ■ r*■**ss■•issi•• •�■rro■s •.�■• �- / _iiiiiiii*iii*** -IO 1gr,�1T.*M�i.:,1��■==ci• .\ita, �� i3M/ /% / at g Lu :grr'••r �iiii■: ■•+•N4 E. 14 Iirlime Lft..I- _\\ j � �<1 �'.," " r'"`z'" '••■ 3 _"7r',•■ '••i► EROSION CONTROL LEGEND CO ■••rrr •■.? nsporn■' =e. it_i lrir11Go'•rr■s r1r / •O Q O U U !!�nrsl • '4,w. . .A CT Z �• •■1nr■ suss' P,:. pQ W ar.__ �s.r1r��1j%:i■_Maim' o_,re l*e r* 1IONN••�e a•�•,V (9Q` �/ IP® INLET SEDIMENT FILTER Q Z N- •As 6 'Wftw°i='i=nsssn iii 5�ii�Qs�•�r �� o/ O I j 0 H 2 © 1 =`■�=■•!�sie-amiiiiis■8. ° o`/ / LA_ W Z 1r4 rr1 IP ■- ■11r \ \ r Z w ....1 _ / / /< , 4. , TT77 ' , d 1131851 1131751 131651 1 131 1 / A (�� I131451 1 I , 1 /'/,</ 1 I // P®7/i/ i®N THIS SPIFFY 5 INTENDED FOR EROSION CONTROL MID PLAN DEMOMAIlO ONLY. ALL DRANNG. DRAINAGE AND URLRY DRAWING NO: INFORMATION IS LOCATED ON OTHEN SHEETS. G5 5 of 17 rural I I u \ ' I �7312s1 __ I R I //��9Z z — — — 13 IP / , ;/ '^ !.- .;\.C . I sic.. '�G ® MARTM 0 © 0 20 40 Q El 2 ---L--- - - -- / _ SCALE I1.4. 41 N !EXPIRE$:O6/l0/2020 _ ^• W I 2 0• .�_— 5 vV o s —� 5s 5s / i4 W w-- — —-w wW — GENERAL DEMOLITION NOTES 3 IX _ 55 1. PROTECT ALL EXISTING STRUCTURES RIO UTILITIES UNLESS SHOWN > ' 3♦��y • ♦ _ �L �_# i 0 •444 � , •O © G ! c _ c-- - =5 8 _ OTHERWISE 2. PROTECT ALL EXISTING TREES, SHRUBS, LANDSCAPING,AND ASSOCIATED In 4�•••• ,�1M�••• . \ ♦•••• .G /'ice _® .® IP� ROOT SYSTEMS. ••..•••• •Oi �.••�••�••. V" N .�. � OOD�`00•••3'Air**�O •• • �� n �••• �( P �' �, r J 3. SOME WORK WILL TAKE PLACE ADJACENT TO GREENFIELD COMMUNITY R►••♦?•••• •••♦ �� . - ♦••••• ♦ _ _ ..i GARDEN. ENSURE THAT PEDESTRIAN ACCESS TO THIS PUBLIC FACILITY IS _t � •�•• ••• • ♦ . • ♦ �� •y+j�i•��•�/ �♦ MMliulffD WITHOUT INTERRUPTION THROUGHOUT WORT(. w ••••••••••••••• is•J•f►•O�••••••'•••••, •i�i WAS., J 2_r �_ •• •••O.O•••••O•`.•i1, •i•i•Oa•i•••41•i••••••i••••�A!•• ••••••�Oi`.// ' ri �`.•••••••••••• •t.••••••.Y•••••••••••••• •� • • •• • O ip �W � 11AM••••••••••••••4♦•4�i 0VIVI��"�•••'ie ��....... ••` II I DEMOLITION PHASING NOTES [[ZZZ-JJ 5 V/ \ �s♦��►�•�•�•��••••••.\`�Off�•••••••••••�•�j••�•�•••• ••� ` I 1J Z � �f�•�•••G•••1•+C41.4A��f••••1A••••41•f`j © �I}O65I I I I. REMOVE ASPHALT CONCRETE PAVEMENT. os „•••••••••••C� �i •••••••rO•Y••••••• I ' 2. COORDINATE TO ENSURE ENGINEER IS PRESENT IMMFDpTELY AFTER REMOVAL _•••••••••C •••••••••••••f / IN ORDER TO INSPECT FOR THE PRESENCE OF VOIDS UNDER THE EXISTING '�` '••••••••••••V ''••••••••0'••• VG T,4 D 3os31I w`!�4••• •• •••• ••••••` SIDEWALK. J ♦•♦•••• •.`••••••••••1• Cu 0 `\••�I•�f••••••�••C••�•••••••••••�•�•�•• T� 13C5� I I 3. IN AREAS WHERE DIRECTED BY THE ENGINEER, PROOFROLL THE EXISTING ® e,•�•�••••�•��♦••••••t•••�••�••�•• \ _ I IZ c / ��•�>••••••O♦��••A ��4/••�•�•�•�•• l _ CEMENT CONCRETE SIDEWALK TO DETERMINE THE SEVERITY OF VOIDS. / �\ ic••••�p•1••�•��i�•••••�•••••1.1• -- 4. COORDINATE WITH THE ENGINEER TO DETERMINE THE UNITS OF SAY/CUTTING Q I- �IL►••O • �1 '••••••• / - I AND REMOVAL OF EXISTING CEMENT CONCRETE CURB AND SIDEWALK.AREAS Z 0 — ��04oS'O••Pa'`•p�OJ•y'•OO• \ , 11.30451 ylf• BEYOND THOSE SHOWN IMY EXIST AND REQUIRE REMOVAL 0 U Z SEE SHEET G5 FOR CONTINUATION PLAN J Z J DEMOLITION NOTES 0 0 N 2�ABANDON EXISTING MANHOLE. REMOVE CONE, FRAME AND UD. Fill MANHOLE LAJ 0 WITH COMPACTED TRENCH BACKFILL 0 LY ❑3 ABANDON STORM PIPE BY HWNG PIPE WITH CLSM TO UINTS SHOWN. LA.I i-i Lei a REMOVE EXISTING ASPHALT CONCRETE PAVEMENT. COORDINATE WITH ENGINEER FOR UNITS A MINIMUM OF 24 HOURS PRIOR TO SAWCUTTING. a TT��7-71� CA yTn ❑5 REMOVE EXISTING CONCRETE CURS, SIDEWALK, AND/OR DRIVEWAY. ._ yy O COORDINATE WITH ENGINEER FOR OMITS A MINIMUM OF 24 HOURS PRIOR 8 c \ TO SAWCUTTNG. CO1T; OM losi tih a C= T' 5 MC e • EROSION CONTROL LEGEND .. P® INLET SEDIMENT FLIER W 0 � Z ce E 0 _0 O U 0 U Z D ~ 0 LAJ Ce L. WUI-' O LL W Z w 0 F— WWU U � CC L.LJ 0 Q� RI T4 Q NOTE: THIS SHEET IS INTENDED FOR EROSION CONTROL AND DEMOUI1ON ONLY.ALL GRADING, DRAINAGE AND MAY DRAWING NO: INFORMATION IS LOCATED ON OTHER SHEETS. G6 6 OF 17 \9D 79235 / / / `> 071 V / 1131381 e.�(4)4AR7 W��Ihl"�'O / �/ ! =� 40 1EXPIRES:06/30/2020 I IU2OBI 11 -, �� .-_ - SCALE IN FEET ` 11/' c i / \ � ..,- "",----7,---- r /ss S\N GR - © w STREET CONSTRUCTION NOTES e I~ \ / ' \ _ N El FILL VOIDS IN SUBGRADE AND RECONSTRUCT EXISTING ASPHALT / &� 0WI CONCRETE PAVEMENT PER TYPICAL SECTION, SHEET G4. • " ' r W ESTABLISH CROSS SECTION BY ESTABLISHING 6'CURB 3 � \ 1132011 / W EXPOSURE Al CURB (EXCEPT AT RAMP AND ORNEWAYS)MD a / �"/ �� SHAPING TO THE CROSS SLOPES SHOWN ON TYPICAL SECTIONS. z 'n © o a \ .% j "V,� X o �ti i I Z O RECONSTRUCT EXISTING CEMENT CONCRETE CURB PER DETAA, r_Q'\ .. 1❑- t SHEET D4. FlLL VO S P SUBGRADE PER TYPICAL SECTION. WW35\\ / '.. � � 1OSHEET G4. NOTE THAT FTEREXTENTS OF CURB RECONSTRUCTIONoow i � I 1130781 O WILL BE DETERMINED AFTER ASPHALT PAVEMENT REMOVAL PER oLI �"/� I + DEMOLIRON PHASING ON SHEETS G5 &G6. Fig \ '/ ,./ / �� . ❑3 RECONSTRUCT EXISTING CEMENT CONCRETE SIDEWALK PER s o- \ DETAILS. SHEET N. NOTE THAT EXTENTS OF SIDEWALK \ V ' '� / \ \ -- Q RECONSTRUCTION WILL BE DETERMINED AFTER ASPHALT O / / / d j \ 1132351 L- PAVEMENT REMOVAL.PER DENOLIDON PHASING ON SHEETS GSCe zS / `/\ \ \ 11306BI V) h G6. O \\ /�7."‘ / G% . / C \ \\ - ❑5 RECONSTRUCT DOMING CURB NA SIDEWALN AFTER STORM J N \ \1132451 \ STRUCTURE REMOVAL PER DETAILS,SHEET 04. 0 { �l1327 \ \ \ . W ckS O PLAN o z V1 W m 360 4 CD . 360 ;aF y�Ei a M ago 0 U'U IIIIIIL. E. o es' �C 2 a <D �♦ W 09 & Y A Z. 350 F. 350 - _ - 8t.. W G R EXISTING/FlNISH GRADE W Z CI'Q 0 U I- 340 340 i- oW � — LL LJ C9 L— oZwz I } L.J o - I— W W Lai U IX CC330 330 ' --- ___ a p® II d NC (.7 320 3 9+00 10+00 11+00 12+00 DRAWING NO: PROFILE C qvl F: 1' - 20' HORI2 I. 5' VERT 7 OF 17 SEE SHEET C3 FOR CONTINUATION // Aliti 0.EG jiff T Q , I13035 / / / �/ // �' /7y,9]35 h �a — s _ 1371751 ,o y �-_ \ / / �.N�— IEXPIRE5:06 30(201D w .` SCALE FEET cZ ,_ - I- 1+00- .� -0- S ` \ ,.../ // Joos / // Iw ©© p I ��so GR�PNFiEtO �� ,,�// Z I��H�=� - �r�■ - w_, ='�.` �R _ �oqy STREET CONSTRUCTION NOTES 3 O f � I — -` �2 � ``w..\ _50� 1 a WNC��'I'fE IN SUBCRME M7 uCONSTRUCT IXISiING ASPFULT 1 1 I PAYEHEIIF PER SECTION. STiEET G4. I - �� a��\ r / �� ESTABLISH CROSS SECTION BY ESTABLISHING 8'CURB �yy I _ /. EXPOSURE AT CURB (EXCEPT AT RAMP AND DRNEWAYS)AND 0+50I f_ 1 ``'� _��, \w q�. / SHAPING TO THE CROSS SLOPES SHOWN ON TYPICAL SECTIONS. -�'S a I N 11307 I7,__ _ \\./ / \ E2 RECONSTRUCT EXISTING CEMENT CONCRETE CURB PER DETAIL, § gz£.e '� d SHEET D4. FILL VOIDS IN SUBGRADE PER TYPICAL SECTION, 7------ T '-��\ /....._ \.A ✓ ,/ / \ SHEET G4. NOTE THAT EXTENTS OF CURB RECONSTRUCTION W s W ,t' y WILL BE DETERMINED AFTER ASPHALT PAVEMENT REMOVAL, PER o z o I I -- Y `\ 'x ^' y - m \ DEMOLfIiON PHASING ON SHEETS G5&C6. o o I rTXXX IA31B51 I i T 3❑RECONSTRUCT DIVING THAT t oF�N DEWALK PERZ c'-,` / 1131851/ 1131751 I ( ' / RECONSTRUCTION WALL BE DETERMINED AFTER ASPHALT -_ I / 113165J 1131551 I / / PAVEMENT REMOVAL, PER DEMOLITION PHASING ON SHEETS G5 Q T r II31451 ( 1 / k G6, Ce I-- I J I / �flECONSTRI1Cf CEAIENf CONCRETE PEDESfRIW RAMP PER 0 II �IJOSBJ 1 �� ,� • PLANS.SHEET C4. FlLL Vg05 T SIDEWALK SUTIORADE PER I I / TYPICAL SECTION, SNffT 64. CI w Z I / I 9 CONSTRUCT NEW MONUMENT BOX PER DETAIL, SHEET 64. w LT_ !I T • • COORpNATE LOGITKMI*MIRE CESHW PRKM ro PI M'ruFNO O 1 T �� n31os1 Z A 10 RECONSTRUCT DETAILS, REINFORCED CEMENT CONCRETE PLAN DRIVEWAY PER OEQRS, SHEET D4. NOTE THAT EXTENTS OF w 0 ORNEWAY RECONSTRUCTION W0.L BE DETERMINED AFTER w 0 ASPHALT PAVEMENT REMOVAL, PER DEMOURION PHASING ON CC Ott + SHEETS G5 A:G8. 0 Z N PA STA 13+27.60 N 330 `"a 306.31 LOW '. STA 14+1 60 f;$ LOW EL .165 330 IC13.60 `� ",' LENCRI 170.00 4 0 �d id _ k 0 t T i§ o awl:Oil_ Pr) NMI C3iE 320 .'d 320 c 13 C W a 0 310 Z 1‹.-: , _, — 310 � Q � o LL_ WCD }- O IL w Z 300 _ - >- Wwo E STM7Ff65H GRADE 1 -- 300 V O_' w I m . A� ill c4 290 12+00 13+00 290 c7 14+00 15+00 PROFILE DRAWING NO: crAl F. I"= 20' HORIZ 1- - 5'VERT C2 8of 17 ,V 9.03..,.;1 . oH/yG�Nt •. \ 79236 I I I 6k' .S� I 13000 40 `ryMARTV 1131381 I 1131261 1131101 1 ° - - I -- f ® \ — �� (EXPIRES:06/30/2020 1 - - _ _ - - -- 1 SCALE IN FEET La _T I eh U: W _W I� _W y 'a o ae m J Wso S° WW-- W Yu STREET CONTRUCTION NOTES ' Go 5D i > 0 co \ c._- _ _.-__ cSS - c ® __ _3'T� c '— __. - — - — FILL VTNDS IN SU R ASPHALT ' i `yJ -ty. �,` �4- - / / �i� s� ® ❑1 ENT PE AND AL SET ION, HET G W �. \�_ _ —/ a,�3A.. P� ESTABLISH CROSS SECTION BY ESTABLISHING 6'CURB Q �V R IXPOSURE AT CURB IXCEPT Ai RMIP ANO ORNEWAYS)AND �E/y � \ / /" �" i .� - _-_ _ SWIPING TO THE CROSS SLOPES SHOWN ON TYPICAL SECTIONS. i a FiF _// \ s, / 1 ❑4 RECONSTRUCT CEMENT CONCRETE PEDESTRIAN MAP PER i^lira n. W ,a �/Q g, ♦ 0' �/ i -. __ __ PLANS. SHEET C4. FILL VOIDS IN SIDEWALK SUBGRADE PER - - Z �ti Y � TYPICAL SECTION, SHEEP 64. _ _ �� ❑ G I 5 RECONSTRUCT EXISTING CURB AND sloEYULK AFTER STORM o=p — `� ry 1❑� / ' I I STRUCTURE REMOVAL PER DETAILS,SHEET 04. c iz o- Q / I ©CONSTRUCT PAVEMENT RESTORATION AFTER MANHOLE REMOVAL \ \ �� /N / Q l �13065� - --' PER DETAIL SHEET D2. Z 1+000 Ir ` ' ® I (13053) 7❑RREE OVAL TIS11NG IXIDSCAPESTING AONS AFTER MANHOLE Z 1 -,,,..,,,/ / A� 1�- �13055 - 1 ❑9 ADJUST EXISTNG VALVE TO FINISH GRADE. W J 1130781 11P�� A > W ` 0 �� / �/ a �� \�V A/-- 1130451 -- - 0 � SEE SHEET C2 FOR CONTINUATION PLAN ewl en cki 3 U) 340 340 { WATER CONSTRUCTION NOTES N= g CA I. LAY PIPE CONTINUOUSLY,AVOIDING INTERMEDIATE HIGH AND iii•—' R o PM STA I+83.66 LOW POINTS. R= = Q _ HIGH Pow ETA 315.507 W T m NIGH POINT EL Y -._- 330 2. PROVIDE JOINT RESfIWNT FOR ALL PIPE JOINTS ANO FlTUNGS. d a v 330 X 36.14 a a G^ 1fl�'"°9 v.01 VALVE & FITTING SCHEDULE d �" INSTALL(TYP 1) EXISTING/FINISH GRADE _ Ot - 12'TAPPING SLEEVE WI THRUST BLOCK W 1 12'FL X MJ GATE VALVE 0 > Z $ B RJSTAll:(IYP 1) Q IX )• P - n O1 N 12' MI 22.5 DEGREE BEND V. 0 U O --_ -_., 320 INSTAIL•(TM 1) Z 0 320 ©1 - 12' MJ 11.25 DEGREE BEND I- 0 La 3 G es O INSTALL 1 W Ill N I-I.50S 3' 1 - 2' BLOWOFF ASSEMBLY 0 Li_ W Z 60 LF OF 12'CLASS 52 °' Lai La DUCTILE IRON PIPE ---_ _._. - LaiLai1 0 - _-- - sx__ 310 310 s IF^ ' a 300 300 " ° 0+40 1+00 2+00 3+00 4+00 DRAWING NO: PROFILE C 3 SC 1 F: 1' = 20. HORIZ 1. . 5' VERT 9 OF 17 • LEGEND: QED I ➢9235 7/ / //jA `\/ / LENDING SAREA LOP 6ff .; ,,,, • / \\ / / 2% MAX SLOPE (ALL DIRECTIONS) 01) � , / '� \ 0 -.�� ANTICIPATED DRAINAGE FLOW �MR(T IN��G / �� / / \\ // / PATH DIRECDON (O.5% WIN) 0 10 i EXPIRES:06/30/2020 0. / \ / / —� RAMP SLOPE DIRECTON w II g IN FEET / / / / / \\ / APPROX SLOPE CNEN. MAXR SLOPE OF 8.3% UNLESS RAMP 0 / / © LENGTH IS 15 FT o / I- <.a GRADE CORRECTION CURB / / // / t/ EXISTING/RELOCATED/PROPOSED SIGN. SEE ©'/ / PLAN SHEETS FOR DETAILS. > En M / IY I- j - — - SAWCUT 2• FROM PROPOSED CURB �it UNLESS SHOWN OTHERWISE R i 0 IQ / * BA55 OF RAMPLAYOUT � / ® ....0 15• Io FiH PROPOSED RAMP SLOPE AND LENGTH FROM FACE OF CURB TO , ?� .�� j.? - (CONSTANT RAMP LANDING (NOT GIVEN FOR PARALLEL STYLE RAMPS) -'^ i / QQ GRADETT� o y GENERAL NOTES: v ..cv 0 z0 ' • 1. RAMPS TO BE 5 fT WIDE UNLESS NOTED OTHERWISE. cg — 15 MIN - u ./ i Pia \I. 2. LANDING TO BE 5' X 5' UNLESS NOTED OTHERWISE p4 .. 3. SIDEWAY LEADING INTO RAMP l/NpNG AREAS SHALL HAVE A RUNNING SLOPE OF 8.3% MAX OR A MAXIMUM LENGTH OF 15 FEET(IF GREATER MAN 8.3%)AT A CONSTANT SLOPE XIMI NO GRADE BREAKS. d _. N 4. THE BASIS OF THE PROPOSED RAMP LAYOUT WILL BE THE CENTERLINE ____ 15** ^ 15' LOCATION OF THE EXISTING RAMP. CONTRACTOR SHALL DEUNEITE THE 'Cr F"' CONSTANT GRADE EXISTING RAMP CENIEPoJNE 8'Y SPRAY PMNTING A STRAIGHT LIVE Q' Z at \ PEAPDNDICULAR TO THEE FJTiSiNG CURB AT THE CENTER OF THE W © a.2, \ FISTING RAMP BEYOND THE PROPOSED SAWCUT LANE PRgR TO ANY Z SURFACED RAMP SH INLETS SHOWN NT EILWISE,THE CENTER aF THE Q W �J �t ` PROPOSED RMIP SFfALL WTCN THE CENTER q'THE EXISTING RNIP. c > LLB ` 5. CAS AND FIELD MAPPING WAS USED TO CREATE THE PROJECT PLAN 0 SHEETS AND CURB RAMP DETAILS SHOWN. DIMENSIONS ARE (n �' APPROXIMATE AND SHALL BE VERIFIED. SURVEY HAS NOT BEENLI a.. COMPLETED FOR THIS PROJECT UNLESS SPECIFICALLY NOTED. 0 6. REMOVE EXISTING CURB D SIDEWALK AS NECESSARY TO CONSTRUCT LJ — AND NEW PEDESTRIAN RAMPS. SAWCUT TO NEAREST EXISTING SCORE JOINT 0- SW GREENFIELD DR © WHEN MATCHING NEW AND EASING CURB OR SIDEWALK. PROTECT SW GREENFIELD DR -- -_` EXISTING SIDEWALK AND RAMPS TO REAM. 7. FLARED RAMP WING LENGTH TO BE AS REQUIRED TO MEET 10% MAX CD N SW GREENFIELD DR & SW 132ND AVE - NW RAMP DETAIL SW GREENFIELD DR & SW 132ND AVE - NE RAMP DETAIL SLOPE. COORDINATE WTIH INSPECTOR. __ig 0 0 8. SEE SHEETS 03, D4,AND D5 FOR ADDITION&ADA RAMP DETAILS. II/wL�g o \ 9. ALL SLOPE ARROWS GIVEN ARE APPROXIMATE MID ARE INTENDED TO Y/c!1' O WITH DE INSPECTOR RAMP LAYOUT GUIDANCE. COORDINATE RAMP LAYOUT _., X �• g CM 10. CONSTRUCT STANDARD CURB UNLESS SHOWN OTHERWISE W - g 11. RAMP LAYOUT SHOWN DESIGNED TO THEORETICAL 6"CURB EXPOSURE c _ _— _ MODIFY CURB EXPOSURE E AS NEEDED TO LWTCH CURB EXPOSURE AT _ CONSTRUCTIONLIMAS. _ GEFIFRAL RAMP MBU AADE1 EFT• RARm RAMP WINO SW GREENFIELD DR __ • SLOPE 9.5% (MAX) W Z 0 >_ • SLOTEPO 1.5%MAX MAX .LAVING Q0 } O • DIMENSIONS - 5' X 5' (MIN) 0 O V V • SLOPE- 1.5% (MAX) I- O Z O IN ALL DIRECTIONS W Ct LA_ W � F- ED IMPROVEMENT NOTES: Z o 000NSTRUCT GRADE CORRECTION CURB. SEE TYPICAL SIDEWALK F- 41 W W_= RAMP REPLACEMENT DETAIL, SHEET D3. U IX ce = 0PROTECT EXISTING HYDRANT. O © s_, 0PROTECT EXITING PRIVATE WALL 000NTRACTOR SHALL SAWCUT SIDEWALK A MINIMUM OF 1-FOOT ' Q a. AWAY FROM EXISTING BUILDING/WALL AND REMOVE CONCRETE p Q '�"''�'^"'" ..,,.-,,,•.. 0 ADJACENT TO WALL BY HAND. CONTRACTOR SHALL PROTECT —_ 15' CONSTANT GRADE—_I ''®• „M y THE CASTING WALL MID SHELL UWE EQUIPMENT USAGE AS '( __- - _- NECESSARY TO PROTECT THE WALL INTEGRITY. 0—� 15' CONSTANT GRADE_ I ^ _ �-11 0SAWCUT MID MATCH PROPOSED IMPROVEMENTS TO NEAREST (-^ 0 Q JOINT. CONSTRUCT EXPANSION JOINT WHEN MATCHING INTO EXISTING SIDEWALK. DRAWING NO: SW GREENFIELD DR & SW 132ND AVE - SE RAMP DETAIL C 4 10 of 17 \\\7../"".... ..... \ \ \ , oe \` _- - �. \...----. _ __- - A v \ \ \ \, s \ I 0 � ■ 0 N 4 \ L '\ . 0 z _ 1 A m so, 1 1 3 �,A T � _ FR �� E 11111* 1 1 l . / / ' 1 / I 0 1 . u \ , ,,,, \ \ I r /\ N. N h 77 I w ,... -,.. flq 2 m 050 1N ZQQ in c bbi` gi 1 i n 1 A cnIX) t NO. REVISION BY DATE allis c CITY OF TIGARD W6' ecPa en meerin P A f ~ GREENFIELD DRIVE 9°°.M �g STRIPING PLANS i • • ONE INCH ®m RV EMERGENCY o ° _ (P - S Z RECONSTRUCTION PROJECT NO: DATE: ONE NCH AT NLL SCALE. � TS 'I'F• J T IGARD 1496A 03/2020 IF NOT ONE INCH ADJUST �, SCALE ACCORDINGLY WMW //i WY BE USED(IRO AND TERM -�- _ ��. / W�UTI111T WORT( T TERM 1. WHEN MIMFALLµD RUNOFF OCCURS.A RNOWLEWEABLE µD EXPERIENCED PERSON IN TM PRINCIPLES.PRACTICES, ^GI I/ PHASING OF OENIOPMEMi INSTAl1ATON µ0MNN1ENANC[OF FROSN3N µ05F0IMEM COMIROIS WNO WORKS FOR TILE KNM r REI M FOR BAG REAADVAL ITEE MUST PROVIDE DOLY INSTALLATION AND AINTENROWN ANO Y01MMO SIONANRG5µ NT CONNGEWTOWOtaPa aAY _, 2. CONSTRUCTION ACTMTIES MUST AVOID W MINIMIZE EXCAVATION AND CREATION OF BASE GROUND FROM OCTOBER 1 THROUHI J B•' A IS CATCH BASIN ORATE MAYBIST EACH YENS. OFSO DR CD-N INLET. \ FLOW 1 I�III '/ 1 `•I MPp1ARY n0&uIAMN OF ME LTE Hun OCCUR SETTLE END OF FMII Y.OR[oTID , .;1 --� - III I S. WRING WET WEATHER PERIC0,1F `�� k I I,ILI 0. SEDIMENTC➢NTROLS MUST OF INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT MOB OF THE OTHER WE AT ALL TIMES CONSTRUCTION.TINT MU9T RFMNMIN PLACE INTIt f( G MOM SOIL IS F5TMU5XEO. PERMANENT VEGFTAPON OR OMfq PERMANENT COVERING OF cR ,N14 FALL a awa I I r l L lid �l ! 4ART1N Gt 5. ALL MENVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND 1.WMMMFD MALL DAM DURING CONSTRUCTION. E3 CATCH BA9 11,1'1'1'111111,111,1'1"11"� S. SwNgICAIEFAMOUNTS g5E01MFMTMTIGVF5TXE SITE MUST MCLEANED UP WpNIN]<HW0.5µ0RACED MC%pHMF IE%PIRES:06/30/2029 I _ " - _ "OI�,Ip�,RO�� I,I SIN AND STABILIZED OR PROPERLY DISPOSED.THE CAUSE OF THE SEDIMENT RELEASE MUST BF FOUND AND PREVENTED FRONT - - • "Ny'�$ III ,A1� GIh'Er+AIICCURII[NCE Of THE DISCHARGE WITHIN THE SAW MIwUR.NryINSTRFAM CLEAN UP Of ADIMEMLWIBE ly '_e, �p�,I`�B$,�IW PREFORMED ACCORDING TO DO gIEGQV DEPARTMENT OF HATE LANDS MIMEO MA FRAME. F "0��,11� IIl MANSION RESTRAINT IOI PI„OI,/ i. SEDIMENT MUST RDINGOT IIE TODOINTENTNN GO DEPARTWASHED ENTNTO OO STATE NI LADS MANAGE WAYS,FRAME.WATER BODIES. O Millatallatiommin W,�. AREA DRAIN d ��;",A:`,�,�' B BARRIER MIGHT AND PRIORNMSEDIMENT MUST BE REMOVED E CDI1TROlµMf/SIIRES REMOVAL L SWANN,CONTROL NI ENSURES WHEN R HAS RFAOiEOA XEIGNl OF 1/ZgD THE 111-41111110%4111 .11111/1.----441111.?.10 ��,��•� 9, CLEANING OF ALL STRUCTURES MM SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPAOTY HAS BEEN REDUCED BY 5OA Y L riel II Mp AT°MAPLETION OF PROTECT m CATCH BASIN 1, ' , v#4. a p�iP� III a..ANY UM OF TOIIICOROTNER HAZARDOUS MATERIALS MUST INCLUDE USED OITECST)MGf.MIVG,IgH.AW DISPOSAL FLOW �� F STORM PIPE ♦„ HAZARDOUS WASTES USED OILS CONTAMINATED SOILS CONCRETE WASTE SANITARY d' +_ ;Al 31 Cx, 11.THEPEgMITTFE MUST PROPERLY MANAGE LITE >rJ A' iY WAS U0410 WASTE.OR OMER TOOK SUBSTANCES DISCOVERED M GENERATED DURING CONARIKTgN. Ilifiefililifi J • 11.ENE APPLICATION RATE OF FERTILIZERS USED TO REESIMLISHNZTATION MIGT FOLLOW LANUFACURERS RECOMMENDATIONS y y MEAT .=RYE �^ GRASS STRAW,COWNt '��' '. ,^_{ 0 NUTRIENT MEANS FROM FERTILIZERS TO SURFACE WATERS MUST BE MMAMED TIME RELEASE FERTIUEMS SHOULD BE USED AND =yh` CASTE SHOULD RE NUDE IN APPLICATION OF FERTILIZERS WOMM NE WATER WAY RIPARIAN ZONE. 1JF M EKiL4M WATTLES OIw a71TY II/\S' • EEGW 0 4 II.OWNER MDF9GIMTFD PERSON SMALL BE RESPONSIBLE FOR PROPER IHSTAIIAiwryµDMNMTEMNNFMALL EROSION µO Z JN •RI/LW �— SMMFMMCONTROL MEASURES,IN ACCORDANCE WITH CURRENT LEM/E WAIEN SERVICES STANDARDS µD STATE. FEDERAL TT TIIF N REGULATIONS. I. "' PERSPECTIVE VIEW SHOWING WATTLE Ind 1 uUv lx 14.PRIOR TOTEM IMDDISTLNIMNG AGTMnE THE BOl1NpARIESM TIN CLEARING INNS VEGETATED BUFFERS, �N CJ 4 AREAS SHOWN ON THS PAN MAIL BE CLEARLY DELINEATED IN THE DEM UNLESS OTHERWISE APPROVED 1p pMISEUBANMIIS SENSITIVE J< ALONG GUTTER AT CURB INLET ��P I n4 d ♦ • PEC,WSTED BEYOND THE CLEARING MAIN ME OWNER/PFRUITEE MUST MAINTAIN TXE DELINEATION FOR THE OURATNW OF THE DE Z �j, yZ t1`�-"- • a • e e Ai PROTECT NOTE:VEGETATED CORRIDORS TO BE DELINEATED WM1 MANGE CONSTRUCTION FENCE M APPROVED FWAL Z �ZOCD 15.PRIOR TO ANY LAND DISTURBING KIMTIEs,THE IMPS THAT MUST BE INSTALLED MN GRAVEL CONSTRUCTION ENTRANCE W L�VSI -1;7PERIMETER SEDIMENT CONfMR,AND INLET PROTECTION.THESE BASIS MUST BE AWNTAINFD FOR TIN WMTION OF ME PROTECT Z �I` DITCH INLET PLAN VIEW FILTER SAM IA.IF VEGETATIVE SEED MOMS ME SPECIFIED,SEEDING MUSEUM PLACE NO INTER MAN SEPTEMBER ISE THE MN MAT PERCENTAGES a Z- I�-� M WO IN TM MIX ARE AS IDENTIFIED ON TM PLAYS OR AS YFOFYD BY THE DESIGN ENGINEER C4 DITCH INLET 6'OVCdJv IDI bags v.WATERTIGHT IRIKR Ml1A BE USED TO 0 O NOTFc TM/SPORT SATURATED SOILS/ROMTIf CONSTRUCTION MILµ APPROVED EWNASNT Z ZN IS TO DRAIN THE SOR ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE YAPS SOIL MUST SE MALMO MOMENTLY FOR Z � ONE'ALLOYED UM or MPLZATIM IS M CASs MO DOTER INLETS CATCH BASIN INSERT M*ORJO ASYORM L NSTML W�TrLf ALONG MET RIM RA TILE C%TCFpNG A LFx OF SB'BEYpq PILE OPENINGS IN EACH II.ALL PUMPING W AYMMT LADEN WATER MUSTY W VIARF DOYFRµ UNDISTURBED.PREFERABLY VEGETATED MFl,AND 1. P91ECTg1, llW N SEDIMENT CONTROL DAP D.F.METIER BAGS 3. MATTE MIST BE INSTALLED cu A SUMNLY MANSE a24"- Es To REDLIN m11DO 11A TO MANURES ENSURE WATTLE IyOR.TEA 19.TIEFY RAY MUST BE MIT0161E.ALL MfASUgES ypWMMiMf PLANMV$TYIMSiNLEDPROPERLY TO ENSURE THAT RfYMTISS TOT AGMST¢II®,SUM AS V9NG I➢TIES 1p SECURE xAlllf RIFT'S TRASH ISMS OR S[OIMF B WEN WATER ODES NOTfMnRASVYACF WHOA 5Y51FM RMDWAY.MOTHER PROPERTIES J UMMD SANDBAGS TO IEICNI pDIN RATITE_ I. ADDITIONAL MEASURES MUST BE CIXN4CERED DEPENDING ON SOIL MFS. NOTE' 2.THE ESCMEUM5MNRVN ON MG NAN ME THE MINIMUM RARCA5 EATS FOR ANTICIPATED SITE CTM'OITONS DUPING THE O A REPLACE BATTLE AS NECESSARY 10 PESTNT SD'ff FRO/ENTERING ME STOif TS SEMEN CONSTRUCTION P0*000.MEn MFAWR65HALLYUWMpFD Af NEEDED TO MMMTNM FYI 2. BIO-OLIEq Y45 A+IIVAD BE STAKED YORE MPS/CAME FOR FURTHER 1KDRRMTR]N 1. COMNIAOCE WTI ALL REGUTAWW A et ZINO(2)1'R2"WOODEN STAKES OR WARMED EOM_PM a . M DESIGN CRITERIA SEE RECESSED LORE INLET CAT>SW OCT0ASINS FOR TER INFORMATION SEE 21.SPOON DEC LOGS RAFDELETING.MTEp TO BE MAINTAINED ONMTEµpAVMWIE TO DISTRICT INSPECTORS UPON REWST. im MUST I BLOCKED S. ENTIL VOF EVER M DESIGN CRITERIA SEE 22 IN AREAS SUBIF[1 iOwIN0 EROSIM,APPROPRMl IMPS HunNIISFD.WNNN MAYI 5 NMN USING]p-Bp_ CHAPTER 4 OF CLEAN WATER FARING Nf$[T SACKS.9ZE OF FlLTEp CHAPTER 4 IF CLEAN WATER INCLUDE ME APNICAI%M OF FIREWATER Z BAGS TO PROTECT A CATCH SASS TOE SERVICES EROSION PREVENTION FERRIC MET SACKS TO BE OETERMWED S H VIES EPOS:N Pc[vENTICn SIMTNG,DBOILS MUSTNG.ARE LUNG,M OTHERRSINESS EDMEMUes. — nAVE a W!:µp DIM SMALL BE OVERLAPPED BY 6'- µ0 SEDPIENT CDESIGN BY YANUFACNRER, 23.ALLF]1p5Fp Bons RUST BE CDVERFO,AT EHDMBULNESS MY,WRING WET WFATHM PEgIpp,FROM OCIOYRI-IMY31. O ...I NAMING AND DES1G11 NANUFL. CURB AND GUTTER U F INLET PROTECTION (7ear3Wahersavices INLET PROTECTION INLET PROTECTION STANDARD EROSION CONTROL Z W DRAWING NO. 905 .;.:,,WING NO 9)5 TYPE 4 ��eaEl $llViCb TYPE 5 G'kanVi�'�er $avicea NOTES FOR SITES LESS THAN 1 0 O REVISED TO -I9 ``_=��-- FYpR REUSED 10-31-T9 GRAVING NO. 920 DRAWING Na915 C .T� -__ 0 RENSEO 1D-DTI-:P ACRE REMsm lo-v-IP O Dr W CM 0 C8 0o • 7.a ni ma`s- NI (0)CD<<Z o U▪— RIC - a X- Ac -aET E W Z CC Fr- 0 o O O U ~ 0w = Et 1.1. W ° O WtzZ WWO H W U 0 CC Ca R. I. 0.A F- DRAWING NO: D1 12 OF 17 As required in el) typical sections Off of construction az 79235 Street OUTSIDE OF A EME ., Street plans PAVEMENT PAVEMENT Area 1' T—cut see FINISH GRADE _ _1,B,LL BOX TOPRON �4' 'mac• . Surfacing A�jj note i _- (EXPIRES:D6/30/202D Topsoil or Os 18•CAST IRON 910 BOX directed Base Material PROVIDE 24 BY d�D�9c L—/7 I u= PAD(YE CONCRETE :fie NOTE 4) =!!!!/i/ ,e' Wd a Y NAND TAMP BACCTOa°oARWND TOP SECTCNI■ 2MMIAY.C I2'50.OPER.NOTI 0R1'1.80 STELRWSHAFT3 ° dl« H III 3 III 1/e NNwuM s 3 = E I III 1 4"MAXIMUM 8•ASTM 3034 Pw:�__ / It e'MAX. I CLEARANCE i u m° y p OPERATING NUT E%tEN510N ill it S- w t 0 (SEE DETAIL NO.505) ``I my V U�( ° I ROCK GUARD 1/4•SIL PLATE Za �� g y C l . b s n TO BE 5 3/4•NNIEIER N � ° a N I t a q • W/COIE IN EENIER TO - u Or¢ o`` P ACCOMOOATE MOVFAIENT l^° b. a11 11II 1I, LONG TO SHAFT WIJ I!I II( V below outside of MIN MIN pipe bell 3/4" — 0" I I 11 ASIM 3034 PVC PIPE crushed aggregate } NOTES: .�iNr4:,4)�(�,00.'-'' r.3•A 3/e".2•LONG g o o=N lii%'� • NOTES' �;.''\• ''\' STEEL SQUARE TUBE n.- V I)VALVE BOX NOT TO REST I 1�1 2' Min Trench AV11J`��` ON OPERATING ASSEMBLY. I foundation "�^`"�� ,6 2)OPERATOR EXTENSION 1, L stabilization REQUIRED WHEN VALVE NUT w /� if required IS DEEPER THAN 3 FEET O 24' J FROM n VALEE0 GRADE. I Q 3)CENTER BOX CM 1 tl0g` ~ NOTE: NOS OF CPER.NUT. W 1. 1'T-CUT FOR PIPE ONLY PROJECTS. 4)PRONDE 24•SQUARE BY 4• THICK 1) EXTEND 2•NUT TO WTHIN 18"OF HIRSH GRADE CONCRETE PAD AROUND VALVE 24°---{ FINIS VALVE NUT IS DEEPER THAN 3 FEET FROM W 2 JOINTS TO BE TACK AND SANDED. FINISHED GRADE CI BOX OUTSIDE OF PAVED AREAS CONCRETE PAD 3. SAWWT SHALL BE LACK COATED WTH BINMINUS ASPHALT EMU SON. AS SHOWN IN CONCRETE PAD DETA& CC W ~AO y. f NO SCALE ,Itlt)Iit.t4) rnB6 NO SCALE 1- r m'vrlw;Mn .•rn. NO scut .u.w<.t. 11(ma%r t.%nE.v.[- I twv., nKorna s�@..,E.r.c. OPERATING NUT 5W:NO KKNA&A s,alK.v.c. TYPICAL GATE ONO.No. • 'xm r, TRENCH oKc.w I ■ n ..�� R , „u.�.o EXTENSION 505 • lusty Wax mAla°".. .r[ m.� BACKFlLL 1 80 VALVE 503 �naumeo.",m 2,I 1N.m.a.mxwm WUVP M1, .o"omosa"a..m"" +AKu4vr SOLD nr.A.n v w.�,,. MuY .®v II 18•CAST IRON 910 BOXES 3'-0' 8•_O• r - I �� $ •• NO II I a' 1�11 I'_' WIN _l'I FINISHED GRADE 4°MAX—. .��I COI �agra � 1 `� 0 PUJOGED TEE PLUGGED GROSS BEND PLUG OR CAP 2•BRASS PLUG •__; TYP GATE VALVE HAND TIGHT —'.." � I' pill Mel ,� ' L (SEE DETAIL NO. 503) pi' I ADAPTER COPPERRI ESWEAT TO FlPT u .,I` -1 I. 11111P- (`COPPER TUBING w V zot,A._ , , 3' MIILATERAL PLUGGED CROSS TEE _._�_._.: _ Zi4>?.' 2' ELL COPPER /\y�ir\r`y�rVy�i�. "`ii �. . yiaoy W SUP CONCRETE THRUST BLOCK SCHEDULE �y`�`'4,:%/' "r"�yo' °' G yT/ -••,• 2• ppAPTER COPPER > Z (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) SWEAT TD MIPT 0 M NG 90BEN0. TEE.OR 45' 22 1/2' 11 1/4' TYPICAL CONCRETE PIER BLOCK Q 0 r I- 9zE(INCHES) PLUGGED CROSS BEND BEND BEND MECHANICAL FIELD RESTRAINT REQUIRED 2°TAPPED 0C.)4 01.9 01.3 -- -- TYTON JOINT PLUG OR MOIL M.J. CAp WITH MEGALUG F— W 0 e 04.0 02.1 01.3 1. THREADED BRASS PIPING RETAINER GLAND B oZl 03.9 020 01.3 MAY BE USED N PLACE OF 12 16.0 0&B 04.5 023 COPPER TUBING PERMANENT O 1_,_ W In 14 MA 15.5 0&O 04.0 24 64.0 34.9 18.1 09.1 STREET PLUG OR r Z 2 O La 1.—OF PAVEMENT 1.— W LaU ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.AND AN PHASE BREAK W ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO NJ GATE VALVE (Y COMPUTE BEARING AREAS FOR A LEST PRESSURES AND SOIL BEARING AND VALVE BOX SlE55ES USE THE FOLLOMNG EQUATION nON COMPLETE BEARING AREAS- (TEST PRESSURE/150)X(1500/SOL BEARING STRESS)X(TABLE VALUE) REQUIRED NOM I.CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY OTT ENGINEER Q 2.STRADDLE BLOCKS REWIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO.581 43.CONCRETE.KEEP CONCRETEST BLOCKING TO CLEAR OFF JOINT BE ACCESSORIES UNDISTURBED UNDISTURBED EARTH. UNDISTURBED EARTH :// 5. THE REWIRED'THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHORN ENO ID RCL ON - ■O "4,,-.THE PLANS: e.g.15 INDICATES 15 SQUARE FEET BEARING AREA REWIRED. MECHANICAL FIELD B.IF NOT SHOWN ON PLANS.REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, RESTRAINT REWIRED ADJUST IF NECESSARY.TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE SOIL BEARING r STRESS(ES)STATED IN THE SPECIAL PROMSIONS. OBE UE`ERM�NE ilXr 7.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHORN CN PLANS TAKE PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL BEARING AREA OF IN THE FIELD THRUST BLOCKS ARE IN SQUARE FEET. TEMPORARY DRAWING . rii, NO SCALE t \'""i',tan wa�A NO SCALE • iWm'u.�..00 Y.VI. - ..N',.ta XT1L v.t • . TlK000.s.Imo.Fs. 2' STANDARD 2 STANDARD THRUST ow.Nc. ",.v,� INCoAc.No. �-- BLOWOFF 570 . a.,.,n. ..e. BLOCK 560 ..NNARr ao„ 13 OF 17 • G.y yi *sr oso°I Nr°Ip La SCtie B 6e••••m,rumen nw...Ye li.* • `�= 5.w.soma vela J _ . '•.< Er F F�� nN""wen Ir I i N...rla.+bad.to 0l1' © tl4 C.rev �R [ n * ©© * IS °W sdabhr ela4n ec care 0«n+l maul / ,/ w« r ' Q �NGINt nsml / �� 1=� / weld slam f--r .. / A. ra«Farm. j `� 1'A. ]911J wwwn - L: / 6<A/yl ISee PwO we l» [mivbNSeang•r,ee,.s.abla warm. rMn d[urb Wer<W. kr 6"r 4/=� ©®©{' (howl sure T .° cuAWPYnv-�- h ] h r�w'mn lrNl _ / , .!S (Set;meal west OW ,PS'•aLj1Za / do wwM wel�i Lee**Ed„'P z . . •s /: �`f rn G ' h N • PERPENDICULAR CURB RAMP DETAIL rorewwa D.aa.d. Melee /•<' 6 Set we l» w*Mt NM esPwA •••,,•,I .;., lua l•.ala Curb Lump oeulraurlaarwl Curb amp Detail' bmNng air ea1 r� Znve ��,e`' MARTIN when nW.w[rvrq gw<µq be onnn°NI CM6 motorman:cs• . '� naawm we Ts *s..wydmlo SECTION bA G. ,i.?•T ;/ IEXPIRES:08/30/20201 Cane 6•,ride(Mom)curb Al back of a o I PERPENDICULAR CURB RAMP DETAIL a�°"nVeOe"0°"°• m '� '� ma.*ma WO( �al y =�_ (THROUGH BUFFER STRIP) ^ CURB RAMPS FOR WIDE SIDEWALKS << ry X• GORE RAMPS FOR NARROW SIDEWALKS CURB RAMPS FOR NARROW 510EWAlKS O 30. 8 FrL� IyrS•'Fa •.Ir re MxN[bYd[ ~—.Mad[bud[rmml�_- -' T bad • J} CmawlY dome,rV«n ��_ CmsnrP W,un arO«n uud[ rm nMk __—'I > en.rn cure FFCCTT��I • m," _n'� —=r tir / — T I zwr.o . °"i w.» 4 q oe.rr,M+we» 4 ad.wrl.[atrllm n°° [[ [ n9praerkmp row _'� ma.general n .ew.oa cwbw cwe 2 -j-Pwla / 9urtm cuAw9Ncn "'- . ' E .,.. �' me p.m wets s; deeean4. 1oI 1 % CC I— 3 We wady we,, Ammldeso*rheNM:N *am euArme.ghzas lob roenlrq. 'II MICRON ea SECTION GC wwww. IT , I/ >• /.'.. / d omen,roes cur wm•aliNen 10:"• (Yepbnnl,pq s» �.i f COMBINATION CURB RAMP DETAIL L�``j� g Men r<,n i. W wae•re ulam)M n e<aa Erg L:t ucOIC Te nth.OW) r•kk /�`4:, M aryredaraaa•eee mr.w err 1 -< / `�' ® rrr� I `J,,, 1 O - - sn wwamlo r _ �___ kl«.MnMmzom I sdr.r � I L �� cheeidw - m.n =DVj�u -I...M<4< rumaP,Pw a. II « I' S <z {'� NNAMMaP«Ye wwwaar amwcmrrvwr e.s•Mds'w.r.a.maaa - • = 4=0 F] ,` *See Ae°I now to rbne9NM<I.T (See Demerol note l» 1M°nw,nam[N C.S,S.S•W a I.Me.Meshed surface ehMtn „ < S8 (See wire we sl kmwman,an a alew«N oednvYe norm*my. CURB RAMPS Wm1 CROSSWALK m.Ae wan N Far mnMaan,a a..2.00 finished aura.saw CURES RAMPS WITH CROSSWALK CLOSURE CURB RAMPS WITH CROSSWALK CLOSURE _�Li La< m.am,Iwwa inita�___ (m wpapl a[«rmedler. OPTION•G' OPTION•H• p p nm.1 - OPTION•I• embwalaN PERPENDICULAR CURB RAMP DETAILIWITH SINGLE FLARE) Eia=®B °evi'ip1i"w'°'Y"a° `r �,Y,ne,m,,,«,wad[.<,nno w.bm, y ]mm,P ewes p 00.99.enl aY rn 6nrass aaxx4.5h[eywmM N.YA ewmy. Iln Cwe Yno n<ravry'C•OGatan cure name Cewr 1V'fhYi Wnenw[«rmnN li'.rru•erma.RN,Irpwalal. Lope l.if max. w.+rM.r a rs Ia<rma, TO Farr read awed awa,lpa De.ru.+eau sr u�.anrrvo.e.,+w spew[«www...ar 9 ..-. ru rne...�i urw,Iwa<nm.l —,soak wan wn,ml.Iea a s•es.T Me r ma.aa<aawo.« narmal.aawN:ea„mro •r sww+nllms Q W izn PARALLEL CURB RAMP DETAIL longer m.ns...ln 000 NwtarYn street cras6M, z a: Sops r.Sa mu.Nee.Ant IYWIW seam Lope l.sanue 4 tllF1M 1NIItS rOIr Ali DULLS Me TR nrQr: r-.m—__6}r15 slope) Detectable awning swfM saw drab.*h considered Mnk .1.0nnbn<0 surface ^ Loe 6.55t 6m,nea MK:,Mw1 spade p 1.Curb Fame Mao are Part on MOl ywcya soma nn__JIARIAy cuanMMm¢MO ALL MIMS ON T,MS SINS,: 1.r.w.o.p.mzmamwl awee<sesty.Al,µ m]xbamaxl rn.,u.,u,. e.cu.b,.,rwl.eP,[m�mn,.enrnarme.,e elry be PA wu NPun.e.n�elryNw. "err.� ,. ama-me•+..,a rc ��rano tor an w .Ale standards. z.rmrn curb a saw ld. wmen.a ram na.nu na.[arw.,Pry. cmc.m en WA .wee ow ZI.gR.lolf Sad PA teems rMSosa1¢]04r uaxwke,a. willbey Mangan. Moen ramp i,used Prmtl°None aem M1an AM*.w a,WwN.the I*esekngn and west i.Ye Seem curb Wlw r«me MOO wad N °q11 ,awarwe s..Sae ongM m]m•mzor acw. wdnang.ta<..k aak .,�....r.rl.m.h...a....umr..m 5.rmledpa an rruna.n[wNemq Py.bM St P.%for Aerobe-n placement op...aLP YaroaN a>mary,while de- OREGON STANDARD DRAWINGS See w ows.m7xo:Mail mw«atr Ac.1,mmww surd«n,enlns a mare Koski be rr.mh d an.n[wang w°,. ""'e""�'e°"J0i°'°"""" a Curb ramp aow„Imwn,re almnem Newneml NNM«Ihn WWI. M,.:onaAm]S]. Sad St pp,.rysol a]YSMbrew,mA man 4curbra,p4ueauw«Oe bargke surf nm a road,ro a*togs Me[w IA* and use 0 s.l•..aneada..rmng sYPa.awb.kNM tee aMMo-anNrwmire rams raan Io.o.d la warnm aide.«.auraaria lawmlw am tlde,waaaawe signed in arr«dm<e l.as Ygs.ea%<mr. •Ten OREGON RAMPLASTANDARD DRAWINGS Vac ado surdar.a.. Standard OrsornD.Mna°de- 1 wle[«rwll t110 NNYnw ma... ga6y mnCamnP. the ba N,iMN at rap moo n knee m yalr<wl ode a.., >/N xupM e/rgf lef]- fad 1Y.Cq.mns,tram AMren z[ub. Oplmr e.rlre web J a ...Arno CURB RAMP DETAILS ramp dnaP`" amps am mn<mmv me. g]avw [wam[e wdr S.Tie emws the and nee shall 0mwc.a conditions long...woks rJwamied. 5m*aoa.]mwr ensues&cads..dead. be[aenta.ta,.Nsob Owes may ranee b.a..nrwr.ampn exposure. w]eralry e,gnM.e]- CURBP LAYOUT OPTIONS •y amwnaeg.m do aumnaw arrepM Q N a.r.me Gods s,Inc,,,aawm.nr«u.,w.e N...P runs anal mime II.Sae cvamm�s mom rearm•Pomo oak N.M. IS me sole Ts••,•it,y., $ 6w rmm[soraw%dips,.echo{d,am ww,mn pedestal an.le. I o.sure tow ap«rm,**mum.- .... Irre a.wZ/Allr end y[xrkn. LARGE RADII ance,.SurYw saw,wnw[a YaY amab,lullwbu,A L<wwntmyn For dew,ism slam. Me USN,*Mould not Ol lore v Aimedl.wae r[WeEaYMrum,kpe Nreae nun. mal.4.um ld0mma.wNW Ix-On..bgtunn Vn.nrp.Y«a[ree,100 as the aol<rcsµyy/bjlNr p/ r 7.nwmCwN mad warvr>waae of flood aim«ry II swerved From u„wam trawl glmn'e.nub end n.le b r°oWCo a M Fans&. wed wrMNR rwrsWMq a an ♦a lCW gmp,lp,slsr.e relaweb[a Due ell lnmmslZero bpyel. Il.atle breaks al lawwNmpn N[w4r Iw,apno awnMuw ara,a.lrr Re•••ved RolesshNNlen- - owning alrnauadn Imam i'N[we ramp lad l,.yaenwrmmc «p..I.C.w,aw.,www«,mama«one a.a<Ne«a an,ww Ye Wr.n,4pa weawaewmhe Mantic.of rM user and rM•d 1p1M 101e #poaYp,lb.,a ,ai°r°I S. ForRam amok M mn.,N W SNa nT nem Am COT n pack m be W6 he mien. !unless spaces. YZMW7,11P Profession.uIbolg,En- RAT kern.''' Q pincer. arKoo•moo.. m ® •Cod:Me swear law AM%toar eetlwSN•deter 11oN Pan w R[gsrend%aseasm]W Fn- __ r�I®dossed No,IrMV16Nov,pace«aW «a^W Me back WnNt __ Effective Date:December 1.2019-Mayal raaP,ww a..l«eng+Pen. 9r,yr _31.2020 eluss • Effective Date:December I.2019-May 31�,2020 •w wTST H =-Mdn,died,Pon vxeu[xom ml ALL MUMS ON alas Ram W Slmlk wrap T.*. W.* I I I.Celmwe warm"surface decade A Irons are based on COOT swa!M M4Nw0s. /W•l/ �` _�—_ Z.LOT aged Mar foe*Mk w,awr. Ce See Sid.Sat pees.4 7700a 0070I b c.a. 1•a+«.w ae cars n.o.m]]o mr,u..a%0. I--- �' Seen0.wes.DOM aa0101m Wench.crosswalk Mrs°.[n. ,...7........., i-t= �� Inprreaa 1 Tµ Far. _ rmr ]a 0eleo,Neymrrp Surface faPeveW ra FA orb of rite Me«p.e Nlr.a•ylae as Mpb[°W.a Pa dy w t maims a each**•.pnnrle ern*.surtua YdaM' wrF Is mmme[«(lama.0 elm wading owners N[a dnnnbh swung surface MP. orbI*r pas,o..Iwo N[uN fee 0 or sums Pnr GNnad°wa0Mvnxe P.Ma &PM NIA.a N low Fmdiml•WI a suebat No,.ana out warn wam.Ne mno9,0.0b aammmac"w Noma!S.0. ala.sS.. 0 *Wore Far'se<u ea 0000 Face. wl,v.M,mwa0*0In.ea0Yri4P .. ,M rwwasltpmaaW<rpnramMelrm Nla < \ PARALLEL CURB RAMP SHARED-USE PATH CONNECTION •°1s iP"'"i4uemwrmm«,r.rN delectable warning e.laeaalwembrww, 0 +)awl.mood row tome... a6.nnMiY weapeur.1.shall5 wised In lal10019 in .re ay . /w O TmIF Spear Da Nay Ow%Dap.N]S5,m7S6.A NOMS7L a vI } Po Cross..iamb Accessible Dom IWM,I.ON W.Cm*m)IR. _ 5 OIYYoea.46n SIP.Dmfm]HI. 111 A Mar par n«,o«loan oaaee bee.Wr�ar�e�n.r use*Om....rap ana We...Mg ICC a �� *tom wrenssurikeurdi be paced IL<5m.°M.•y.N m steno.when no!wre[W W r0 1. o.r m]Sn. W `�4 �� 7.oawwa.am,p wrrammsw a sum«aem*,!SeSOLDo NwlemomMn«ImMaSYrmmaa[mumthe Naomi *yleme- 73 01301. b1 Dorman.weal[nwomes with curb renew.6ce SM.Dregs.DIMS,m)IO r .Mr daceemend e lbl ram I.Gladebeaks.Pm top*wiema•NM camp eted on du.awrwMpprum adlwalm Naa mvP n..Grad Mr MW 90 a meted m Mg surface N amp rum and turn.ry Out at nobspas.SYNae slopes ad man el w au flush grade k,shad be flu . a.mos m urA n meson.Oa selesom.L•m so swim.spell a owe.x tne M9°m1 W Ow,door 0 > PERPENDICULAR CURB RAMP0 IP.an,,,..1.,sad,hlNmwa rue w suedeZ GRADE BREAK IN OF CURB •wm[w u[wN alp. 6`etnYGw,rmrp wrface,IN FRONT OII III<Fl«<rSnaa 1r Datums mop wrra dxemenl bs 0A,0o,kum ramw..<•4r.n. Q Q ` back of curb e.neraln.ar[mmamx.0 U 0 0 zr-[uAwv.t• Nr+r Z d.e sari+ru.lm wooer '� D0«aresrlmngswa 1 ne.«•.a w.I% I� Q r.w+I Duller Sad PYfla 047 del W 'W INS al* I leek Owl. P SMTl I.SA a.. /v aR�blrwsa MM. I _ SAmmax erMr dpe r"o 1 m - DY>.Z.ON nnlP.d surface Owed AAA' V1 wYN MOW —u + ^ Ywer il[k�a1,M,ala rlP,d Wassiben O Z W Z M NIP :" albs.. �• rMrm«_ M O _OM aril « __:_1.11.6Jg16 WI— `, Mors. Le a, n nm-..ward w.......... U W V rt W < N<r CX 511ae f LAMA ^^":^no v�Lwee««xn. dorm a.al.rlhp •,r�1SNO K"d°° and YS wale OREGON STANDARD DRAWINGS CrrknW Standar0 Dtatorng.TT&de- O O s,Prm'dmrreo."eanre== DETECTABLE WARNING SURFACE goneralryx[NON ISoviform- DETAILS&PLACEMENT CURB RAMP CROSSING CURB RAMP CROSSING daronaxmxA LOCATIONS w GRADE BREAK 55FT.FROM BACK OF CURB "7,7e•'rxdn'o1 GRADE BREAK(X or X D 5 FT.FROM BACK OF CURB w user arwshould non*Mee.*amng wad.[snail be Waco]«me Men-cable shall oe gazed r the lower]'.the used without rmsuR 1w.OIS i Q® bdn.n al IN run ramp Preceb woe µ.sure heal) beck N curb Name MY is wra°nraoaa«el R dNN mosses r..,. Ra/essbnNG- cw.«<wP«au.m WMe. a.mn ..mews. �� Effective Date:December 1.2019-May 31.2020 RO)59 u¢„ DRAWING NO: D3 14 OF 17 <yED •...4 ERB J EXISTING DRIVEWAY- • ,'. SEEit 79235 STD MATCH WIDTH & GRADE DETAL NO. 146- _ ti MIN. • .1 55L No:T 5 Rch G .. .1111.11111. R/W UNE SEE NOTE 3 ARTM�C zz B' PIRES / / .... T 3/4 R 6-._i -EDGE i R r^ E% •O6 50 2020 SEE NOTE 4 TT 5'MIN ■�� SIDEWALK I 2' OF 3/4" 0'BASEROCK �_' DRAINAGE BLOCKOUT / ■�� COMPACTED SUBGRADE if 3 I.D. SCHEDULE 40 Q 1 'MEM 16" 11 DWV(ABC DR PVC) _ACE ,— PIPE W/COVPLING LANDSCAPE LANDSCAPE a O STRIP STRIP SIDEWALK ADJACENT TO CURB11 m 3 allillff A 3 y.:.' �i ROW p,0 3 ( 30'MA% 3• MONUMENT CASE COVER i O 10'MIN p0 4 ROAD I -4. l • ELM q P,(r 9' B' DaV 6 vUi i z • •� I . .GF 3/4'_0' 3/4 PROJECTED TOP %MAX rc S �z o :73- TOSEROCK COMPACTED SUBGRADE OF CURB ��. 1. MONUMENT BOXES TO BE CAST IRON OR U u� COMPACTED SVRCRAD: � � L, I-2 0 ALLOY SUITABLE FOR HEAVEY TRAFFIC V SIDEWALK AWAY FROM CURB 1. MANSON JOINTS S7REET FK LOADING j1036 OR 1033 SUPPLIED BY: i iii A. TO BE PROVIDED: •4Y O 5 o.J ttom.UNNLRC R '3 A:,. DE ..UJi h 0 "'- I)AT EACH POINT O TANGENCY OF THE CURB. ` EAST JORDAN IRON WORKS, INC. o o r 2 AT EACH COLD JOINT voe (PART NUMBER 3680) z 2 PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIF'.f 3)AI EACH SIDE OF INLET STRVCNRES. ooeo 0004v SEE NOTE NO. 1 13127 STATE AVE Do u 4) AT EACH END OF DRIVEWAYS. oe•000 MARYSYiLLE WA 98277 oI= 3. IMPREGNATEDExPANSION JOINTS h CONTRACTION JOINTS SHALL BE 1/2' E TOOLDEO ASPHALT 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 2'OF AGGREGATE (36ILLE 6144 MATERIAL OR EQUAL EXTENDING FROM SVBRATS TO FINISH GRADE AND 3 4 0 COMPACTED SALES REP: (503)367-7925 PLACED AT SIDES C OEYEWAY APPROACHES. UTILITY VAULTS.WHEELCHAIR RAMPS AND AT 2 TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SECTION A-A. (/ ) SPACING NOT TO EXCEED 45 FEET. WITH A MINUMUM THICKNESS OF 1/2'AND SHALL COVER ENTIRE CROSS 2. ALTERNATIVE TYPES BE APPROVED 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. �� BY THE CITYVE TYPES MUSTST BEPAPTROVE THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT'MTH A MIN. 1/2 RADIUS 3. APPROVED FOR ALL STREET CLASSIFICATIONS. Ln 3. TRAVERSE CONTRACTIONLEAST JOINTS SPACED NOT OSSE THAN A FERT APARTBE J 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 1. CONCRETE COMPRESSIVEBESTRENGTH STALL lA A/2'MINUMUMI OF 3000 PSI AFTER 28 DAYS. 4. MONUMENT TO BE NO DEEPER THAN B' BELOW OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. FINISH GRADE. Q A MINIMUM THICKNESS OF 4 INCHES. 2. CURB JO■NT SMALL BE TROWELED WITH A MIN 1/2'RADIUS ALONG BACK Of CURB. - 6. DRAIN BLOCKOITS 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 �� CONTRACTIO4 ,PINTS SHALL BE 1/2'PREMOIDED ASPHALT IMPREGNATED W SCHEDULE 40 DM(ABS OR PVC)PIPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. Q OVER PIPE. 6. FOR SUBDIWSIONS AN "5"FOR SANITARY AND A ' - -'.TM DRAIN SHALL 4 DEFORMED /3 REBAR AT 12'EACH WAY. PLACE 3' CLEAR DF AGGREGATE. DE ALL BARS. J. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOv:_ (FOR COMMERCIAL DIRVEWAYS ONLY) ,,.,.,mP� NO SCALE 1LJ MVO.or XC RME OR BY 1 ..VU YCJUEE A SNNE.P.C. MI& ern law •` �. ", a �warm R. NO Sr Je m=WAND �o� fNO SCAS .6 UeM �.E. orc ,...v,.e.. MONUMENT ow.No. W CIRC/W .KwAn srorc P E. YOUR A.ROW.P.C. STANDARD ow»o .+..,aa.m.p _ COMMERCIAL DAc la lia O!L[[J Nomoso.M'Mw 1Y1.[i J/.NIIIAI MIS BOX 70 �� CONCRETE MG.»a ■ 143 �° � • .. SIDEWALK „„ � CURB DRIVEWAY n tr amw.•*m i[9lMI!!MI{ rao.wM•,,^+ ix IA TraMOOILINI MA ..J �pu�ms JIXUMY MIS (. .q W,u^n V. . AMMO aoi3 1 ZO p;; :µ.PO.`. ........n. CA 0 C§ W o . i0 y II.a o mom_.€g§ COC I3 .4 • Eo � w . Lx• r- e. LJ Z Ex - O Q alr 0 V U 1 O W LAW ° I— OL6 WCn Z � L? MO ~ W W w U ct Id 7. . Q I. Q DRAWING NO: D4 15 of 17 CONSTRUCT 6'WIDE (NOMINAL) SID. CURB (GRADE �pf.D".AI. CORRECTION CURB)AS SHOWN TO MAINTAIN EXISTING ' 7g235R GRADE BEYOND RAMP. GRADE CURB FROM FULL EXPOSURE �j 7s235 TO 0'EXPOSURE AT PROPOSED CURB ENDS. CURB HEIGHT q, /, WILL VARY BASED ON HEIGHT OF EXISTING GRADE. 6f� STD. CURB PROVIDE EXPANSION JOINT �Cek.AAARTMHIA. WHEN WALL IS PRESENTD/2 SIDEWALK RAMP GENERAL NOTES: IEXPIRES:06/3o20 PROVIDE FULL DEPTH JOINT BETWEEN CURB MD WALK C--1 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL AMERICANS WTIH DISABILITIES (ADA) REQUIREMENTS AS DEFINED BY SLOPE VARIES TO MEET 1 �� THE PUBLIC RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG). DETAILS AND DIMENSIONS SHOWN ARE APPROXIMATE 2•TV? r___sa 2• RAMP AD0.COMPLWICE CRQUIO ONLY AND INTENDED AS A GUIDE FOR INTIUL LAYOUT PURPOSES ONLY AND ARE NOT COMPLETE. CONTRACTOR SHALL TAKE NG SLOPE TOWARDS ROAD I ALL NECESSARY FIELD MEASUREMENTS MD OTHERWISE VERIFY ALL DIMENSIONS TO MEET ADA REQUIREMENTS. SHOULD MY NOTE 6 1 ERROR OR INCONSISTENCY EXIST,THE CONTRACTOR SHALL NO7 PROCEED WITH THE WORN AFFECTED UNTIL REPORTED TO CONCRETE SIDEWALK(4'TICK) - THE ENGINEER FOR CLARIFICATION OR CORRECTOR. CURB EXPOSURE-0' r 8' - 2. ALL SURVEY AND STAKING NECESSARY FOR CONSTRUCTION SHALL BE PROVIDED BY THE Si MAX ��ICONTRACTOR. THE CONTRACTOR > 01 3 SHALL DEVELOP AND MAKE ALL DETAIL SURVEYS NECESSARY FOR LAYOUT MID CONSTRUCTION, COMPLETE ALL SURVEY STAKING AS NEEDED USING INFORMATION CONTAINED IN INC PLANS AND ADJUSTED AS NECESSARY TO MEET ADA S• SIIIIINII REQUIREMENTS.ADDITIONAL INFORMATION OR CLARIFICATION BY THE ENGINEER MAY BE AVAJIABLE UPON REQUEST, BUT IS { NOT GUARANTEED. SURVEYED REED LAYOUT SHALL BE REVIEWED BY THE CITY PRIOR TO DEAOUTION AND AGAIN PRIOR TO t I Ia I CONCRETE PLACEMENT. L _Io �ln `\\ III3. COORDINATE UTILITY RELOCATIONS AND/OR ADJUSTMENTS AS NEEDED. SEE SPECIFICATIONS FOR UTILITY CONTACT '-^ �- `g'-0'AGGREGATE BASE, 2'THICK INFORMATION. ,-�?,q o �z ACP PAVEMENT PER TYPICAL SECTIONS BETWEEQUT!CU1RB µ0 WCA K JOINT 4. REPLACE CURBS, SIDEWALKS, MD/OR DRIVEWAY APRONS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION i W V p OPERATIONS. REPLACE FULL SECTIONS TO THE NEAREST EXISTING CONSTRUCTION JOINT. REPLACEMENT WILL BE Z V CONSIDERED INCIDENTAL TO THE WORK. i =,J� o xo -CURB TO DRAIN AWAY SAWCUT A MINIMUM 1 AWAY FROM- 5. PROTECT FRESHLY POURED CONCRETE FROM VANDALISM OR OTHER DAMAGE FOR A MINIMUM OF TWENTY-FOUR(24) aid FROM PROPOSED RAMP EXISTING WALL(WHEN JT). HOURS OR UNTIL CURED ENOUGH TO SUPPORT TYPICAL USE, WHICHEVER IS LONGER. ANY CONCRETE DAMAGED BY o W z OR VANDALISM,ADVERSE WEATHER, OR OTHER CAUSES SHALL BE REPLACED AT NO COST TO THE CITY, z z- PROVIDE h'-0'AGGREGATE BASE, 8'MIN REMOVE CONCRETE ADJACENT TO o- MATCH PROPOSED SMUT SECTION WALL BY HAND 6. RESTORE ALL DISTURBED AREAS SURROUNDING NEW CURB RAMPS TO ORIGINAL CONDTIION AT NO ADDITIONAL COST TO THE AGGREGATE THICKNESS, WHICHEVER S GREATER AGENCY. 7. WHERE SHOWN ON PLANS, EXISTING CONCRETE TO BE REPLACED WITH LANDSCAPING IS TO BE BACKRLLED WITH 6'OF — TOPSOIL AND RESEEDED. N I. FOR ADA RAMP CONSTRUCTION, SAWCUT AC PAVEMENT AS SHOWN IN FRONT OF EXISTING CURB AS NECESSARY(UNLESS SHOWN OTHERWISE), REMOVE EXISTING CURB, 8. CONTRACTOR TO VERIFY All CONCRETE FORMS MEET ADA REQUIREMENTS AND HAVE POSITIVE DRAINAGE PRIOR TO J SIDEWALK, CURB RAMPS,AC PAVEMENT AND AGGREGATE BASE, REMOVE EXISTING SIDEWALK TO NEAREST EXISTING JOINT,CONSTRUCT CONCRETE SIDEWALK AND MATCH NEW SIDEWALK TO EXISTING SIDEWALK AT NEAREST JOINT. POURING. Q UST SAWCUT UNITS AS NECESSARY TO ESTABLISH A 5% MAX COUNTER SLOPE INTO RAMPS. B. UNITS OF NEW SIDEWALK/RAMP CONSTRUCTION SHALL BE WHAT IS MINIMALLY REQUIRED TO COMPLY WITH ADA AND2. ADJ W PROWAG REQUIREMENTS. Q 3. SEE TIGARD STANDARD DRAWING 125 FOR STANDARD CURB AND 120 FOR SIDEWALKS. 4. SEE ODOT STANDARD DRAWINGS RD755, RD756,AND RD757 FOR ADORIONAL SIDEWALK RAMP INFORMATION AND REQUIREMENTS. ♦- W 5. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK UNES. FULL DEPTH JOINTS ARE REQUIRED BETWEEN PROPOSED SIDEWALK AND CURB. W W'6. PLACE TRUNCATED DOME DETECTABLE WARNING SURFACE IN THE LOWER 2 FEET ADJACENT TO TRAFFIC OF THROAT OF RAMP ONLY. FOR DETAILS NOT SHOWN, SEE H'-TIGARD STANDARD DRAWING 128. N 7. RAMPS SHALL NOT HAVE A SLOPE BREAKS. "�' N TYPICAL SIDEWALK RAMP REPLACEMENT — SECTION i11 o< N c� o FITS .� 0 CA3`r mim < ~Cn W Z TO [IT i a 3/B'RADIUS(TYP) SCORING GENERAL NOTES: LA I. SCORING DIMENSIONS SHALL BE AS SHOWN ON THE Q �-' I--- NO ARMS(SEE NOTE 4) PLANS OR TO MATCH EXISTING SCORING PATTERNS 00 V () ONSITE. SCORING SHALL BE ADJUSTED TO MATCH Z -_ ♦-�— SCORING BREAKS AT THE DRNEWAYS, RAMPS, LJ.I • Li_ W Ct (n 1/3 SLAB 'A STRUCTURES, TREE WELLS.AND PLANTING AREAS. WHEN a . NOT SHOWN, SCORING SHALL BE 5 FOOT MAX SPACING. O W DE �A q Z Z PIFI A .' A' 4..- 2. ALL SCORING TO BE LAID OUT AND APPROVED BY 0 ENGINEER PRIOR TO POURING CONCRETE SIDEWALK. W W U .ems' _ W q 'A'. • . 3. ALL SIDEWALK SHALL HAVE A MEDIUM BROOM FINISH 0 C PERPENDICULAR TO THE LINE OF TRAVEL U. 4. DO NOT SHINE JOINTS UNLESS MATCHING EXISTING SIDEWALK WITH SHINED JOINTS. TYPICAL SIDEWALK SCORE JOINT DETAIL 5. PROVIDE FULL DEPTH JOINT BETWEEN CURB AND WALK. If NTS 6. PROVIDE TOOLED FTX`J"AROUND ALL STRUCTURES. an =4 Q f" DRAWING NO: D5 16 OF 17 L • CD O 0 CD d r Mee,,.R . 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Li U DN-STREET PMMNC DETAIL Iww� c..e..w.F.e+n w.rA. f I,eRie[.wMeM.aw.ww r11w.w..r..warwr. c�emfW.wurwn LI.I LAJ w m.ewrrrvw,mme.a.avre w.m4.wlvrrem�r.Iwu,....w�.fNrrp.Ilmrsw wwewne.aawm,r..a..tw.. wremas wed na.mMUSD wwww+l 0 �I rwmY__Ja _JuwmF �r 0 me seknrmp ane use a/w: OREGON STANDARD DRAW NIGS I.Anew Yet..a m*NI rlw.m.,.w..I. ALMaro Oramvsyt.5Alw de sgned In accordance moth PAVEMENT MARKING S a nenmaplesan pattlww STANDARD DETAIL BLOCKS De,lap Furry me aMprVCnrei �/� m A the sok responsldwr of „ G)!i Me user awl should mrbe LOIS p user w/rh0ut consulflg a — Isvar,a yEGfxp R(PiSRRd A'a%3{hMal Fir- __ Effective Date:December OL 2019-May 31,2020 TIASW DRAWING NO: D6 17 OF 17