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PFI2022-00096 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT = COMMUNITY DEVELOPMENT Permit#: PF12022-00096 Date Issued: 03/17/2022 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: SEG936 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Main Street Phase 2 Project Description: SEG 936/957/977. SW Main St(from RR tracks to Scoffins St). Complete street reconstruction of SW Main Street from RR tracks to Scoffins Street, includes new storm and water infrastructure. 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.tioafd-or.gov to schedule inspections online. Contractor: LEE CONTRACTORS LLC PO BOX 896 BATTLEGROUND, WA 98604 PHONE: 3608522317 Applicant: ANDREW NEWBURY 13125 SW HALL BLVD TIGARD, OR 97223 PHONE: 5037182472 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. PermitteelApplicant Signature: See application Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2022-00096 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. PF(—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 comers, 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 RECEIVED City of Tigard MAR 15 2022 PFI #:2�)22 -0009(P ENGINEERING DEPARTMENTCITY OF TIGARD Public FacilitieVI'Mffffi 'fent (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name: Main St.Phase 2 ❑ TYPE 1—Franchise Utility Work Complete street reconstruction of SW Main St. performed by NWN,PGE, or utility Brief description of project: P agency from RR tracks to Scoffms St. Project also includes new storm and water N TYPE 2-ROW Sidewalk/Driveway/Sewer infrastructure. Work performed for the purpose of. • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and SW Main St. from RR tracks to Scof&ns St. main lime tap Location (address if available): El TYPE 3-Full Scale Development Work SEG 936,957,977 performed with land use approval which includes any of the following. • Subdivisions or Partitions APPLICANT INFORMATION • Streetwidenog Name: City of Tigard • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 13125 SW Hall Blvd. water service area City/State: Tigard,OR Zip: 97223 ❑ TYPE 4—Small Cell Technology Phone: 503-639-4171 ❑ TYPE 5—Tigard Triangle Email: andrewn@dgard-or.gov Phone: 503-718-2472 NOTE: Type 1 and 2 applications may be Andrew Newbury emailed to rowpermits at7.tinard-or.gov. Contact name: �' Phone: 503-718-2472 Email: andrewn@tigard-or.gov CONTRACTOR INFORMATION ❑ Same as applicant Name: Lee Contractors,LLC CCB Number: Mailing address: 20907 NE 72nd Ave. City/State: Battleground,WA Zip: 98604 Phone: 360-723-5295 Email: tandy@leecontractorswa.com ENGINEER INFORMATION Name: Century West Engineering Mailing address: 5500 Meadows Rd,Suite 250 City/State:Lake Oswego,OR Zip: 97035 Phone: 503-419-2130 Email: rvoorhies@centurywest.com ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 3,286,000 (within the public right-of-way) Is work related to a LAND USE DECISION? ❑Yes ®No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-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 a ceptioa 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� Andrew Newbury 03/15/2022 Applicant's or authorize gent's signature •Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: 0. q(O Permit fee: -5:9' Received by: Date: 3 1✓� X22 Approved by: T�f& Date: 3116 I",X?— Notified by: P�— Date: 2 �ZZ City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.dgatd-or.gov • 503-718-2421 • Page 2 of 4 RECEIVED PROJECT LOCATION AYLOR'S FERRY CITY OF TIGARD , OREGON MAR 152022 A �Y MAIN STREET PHASE 2 IMPROVEMENTS CiTYC�FTIGARD �� PLANNING/ENGINEERING s !NR W BIK( '40uNT QMCOONA[G Ro 4 nA MAIN ST (TIGARD ST TO SCOFFINS ST) m aY� BEEF BEN"RD. w uRHAM Y ti �IIPTIN Rey!-R CAPITAL IMPROVEMENTS PROJECT (CIP) 97017 VICINITY MAP TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15, 1998 INDEX OF SHEETS AND THE OREGON STANDARD SPECIFICATION FOR CONSTRUCTION 2021. NO. TITLE DESCRIPTION SEPTEMBER 24 2021 01 G1.1 COVER 102 G1.2 INDEX,LEGEND,&ABBREVIATIONS 03 G1.3 GENERAL NOTES / 04 G1.4 EROSION CONTROL NOTES 1, 05 G1.5 MASTER NOTES SHEET y.•/ \ O6 G1.6 SURVEY CONTROL AND SHEET LAYOUT \ ✓✓✓ (/ 07 C2.1 EXISTING CONDITIONS-MAIN ST-STA 10+00 TO STA 14+25 08 C2.2 EXISTING CONDITIONS-MAIN ST-STA 14+25 TO STA 19+00 /•" �' 09 C3.1 DEMOLITION PLANS-MAIN ST-STA 10+00 TO 14+25 _��" I 10 C3.2 DEMOLITION PLANS-MAIN ST-STA 14+25 T019+00 \\\\ 11 C4.1 TYPICAL SECTIONS j 12 C5.1 ROADWAY PLAN AND PROFILE-MAIN ST-STA 10+00 TO STA 14+25 N S ` L_-- I \ 13 C5 2 ROADWAY PLAN AND PROFILE-MAIN ST-STA 14+25 TO STA 19+00 14 C5.3 ROADWAY PLAN AND PROFILE-SCOFFINS ST /\ 15 C5,4 ROADWAY PLAN AND PROFILE-COMMERCIAL ST 16 C6.1 ROADWAY DETAILS 17 C8.2 ROADWAY DETAILS 18 C6.3 ROADWAY DETAILS 4 19 C6.4 ROADWAY DETAILS --�"-� 20 C7.1 GRADING AND EROSION CONTROL PLAN-COVER SHEET GNt EH FIL 21 C7,2 GRADING AND EROSION CONTROL PLAN-MAIN ST 10+00 TO 14+25 NOT TO SCALE `/ ) \ �' 22 C7,3 GRADING AND EROSION CONTROL PLAN-MAIN ST 14+25 TO 19+00 23 C8.1 EROSION CONTROL DETAILS ,�� \\ \ �yl� 's \ _ J \ 24 C9.1 TIGARD STREET DETAILS 25 C9.2 TIGARD STREET DETAILS 26 C9.3 TIGARD STREET DETAILS 27 C10.1 GRADING DETAILS 28 29 C10.2 GRADING DETAILS C10.3 GRADING DETAILS \ ! \ I 30 C10GRADING DETAILS � 31 C1055 GRADING DETAILS F 32 C10.6 GRADING DETAILS 33 C10.7 GRADING DETAILS g PROJECT EXTENTS I 34 010.8 GRADING DETAILS / 35 C10.9 GRADING DETAILS 36 C10.10 GRADING DETAILS OOR �., V�`/• 37 C10.11 GRADING DETAILS /J 38 C10.12 GRADING DETAILS 39 C10.13 GRADING DETAILS V///// . ,\ •,\ \ �;i� I h 40 C10.1GRADING DETAILS 1 41 C10.155 GRADING DETAILS 42 C1GRADING DETAILS 43 Cil I. STORMWATER PLAN AND PROFILE-MAIN ST-STA 10+00 TO STA 14+25 6 44 C11.2 STORMWATER PLAN AND PROFILE-MAIN ST-STA 14+25 TO STA 19.00 45 C11.3 STORMWATER PLAN AND PROFILE-SCOFFINS ST \\ 1% 46 C11.4 STORMWATER LATERAL PROFILES 47 C12.1 STORMWATER DETAILS /J• �\ /" / : I 48 C12.2 STORMWATER DETAILS 49 C12.3 STORMWATER DETAILS 50 C12.4 STCRMWATER DETAILS t `� � �/• 51 C13.1 WATER PLAN AND PROFILE-MAIN ST-STA 10+00 TO STA 14+25 LOCATION MAP 52 C13.2 WATER PLAN AND PROFILE-MAIN ST-STA 14+25 TO STA 19+00 53 C13.3 WATER PLAN AND PROFILE-COMMERCIAL ST 1 PROJECT CONTACTS UTILITY CONTACTS e ATTENTION:OREGON LAW REQUIRES YOU TO FOLLOW SEE NEXT SHEET FOR INDEX CONTINUATION I RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION OWNER: CIVIL ENGINEER: COMCAST: PGE(LIGHTING): PIVOTAL: TW TELECOM: �� CENTER.THOSE RULES ARE SET FORTH IN OAR CITY OF TIGARD-DEPT.OF PUBLIC WORKS CENTURY WEST ENGINEERING,INC. ALEX SILANTIEV RICO TORRES SOLIS DAVID SAKAMOTO RICK RAPPt S OBTAIN COtOES OF THROUGH RULESOAR 952-001-0090YOUTHE CENTER NTURY �RTMEADOFFICE OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. 8777 SW BURNHAM STREET 5500 MEADOWS ROAD,SUITE 250 TEL 503-596-3733 TEL 503.403.9084 TEL:360-682-4268X TEL 503-302-7298WOKE �EM�E�S OR�97035�2M(NOTE:THE TELEPHONE NUMBER FOR THE OREGON ST 1 UTILITY NOTIFICATION CENTER IS(503)232-1987). TIGARD,OREGON 97223 LAKE OSWEGO,OR 97035 INTEGRA: PGE(POLE RELOCATE): QWEST, VERIZON: 503.4192130 OFFICE ATTENTION:NOTIFY NW NATURAL AT(503)220-2415 WHEN TEL 503-718-2472 TEL 503-419-2130 E N G I N E E R I N G 503.6392110 FAX ROBERT DAVIDSON AARON SWAN KENNETH SCIULLI DANIEL RUIZ EXCAVATING Wnrrlw s'OF AN ExISn NG HIGH PRESSURE CONTACT:ANDREW NEWBURY,PE GAS MAINCONTACT:RAWLEY VOORHIES, PE TEL:916-215-8392 . TEL 503-453-8247 aaron.swan@pgncom TEL:503-242-0304 CONSTRUCTION DOCUMENTS 4 CAPITAL CONSTRUCTION AND A CALL BEFORE YOU DIG NW NATURAL: PGE(ELECTRICAL TVF&R: ZIPLY: cvcwcrarRc wwACER TRANSPORTATION DIVISION JOHN BIELEC 13125 S.W. r a.w. RICH GIRARD,PE OUTLETS): JOHN WOLFF ■ .Rc D, oRE 67223 TEL:503-226-4211 HAP ENGLISH TEL:503-259-1504 TEL:503-643-1001 em a4m VOCE..503-639-+I70 97017 40084.015.01 FAx: 503-62S4-0752-oR.cOv 503-672-5489 RRaEcr rvo. cwE neE RUMBER w4lv.neARo INDEX OF SHEETS (CONTINUED) LEGEND ABBREVIATIONS NO. TITLE DESCRIPTION EXISTING PROPOSED ARAN ABANDONED) LVC LENGTH OF VERTICAL CURVE 54 C14.1 WATER CONNECTION LAYOUT AND DETAILS ART PEDESTAL F:: ® ACP ASPHALT CONCRETE PAVEMENT MAX MAXIMUM 55 C14.2 WATER CONNECTION LAYOUT AND DETAILS BENCH/BENCH WALL p® AD AREA DRAIN MFR(S) MANUFACTURER(S) 56 C14.3 WATER CONNECTION LAYOUT AND DETAILS .-71 AGG AGGREGATE MH(S) MANHOLE(S) 57 E-01 ELECTRICAL OUTLETS LEGEND sea BOLLARD 58 E-02 ELECTRICAL OUTLETS PLAN Al ATRIUM INLET MIN MINIMUM 59 E-03 ELECTRICAL OUTLETS DETAILS +-• BIKE RACK +-+ BEG BEGIN MON(S) MONUMENT(S) 60 IL-01 ILLUMINATION LEGEND o COLUMN BLDG BUILDING MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 61 IL-02 ILLUMINATION PLAN 62 IL-03 ILLUMINATION DETAILS ® ELECTRICAL BOX BM BENCHMARK N NORTH 63 SS-01 SIGNING AND STRIPING LEGEND ELECTRICAL OUTLET • BOW BACK OF WALK NE NORTHEAST 64 SS-02 SIGNING AND STRIPING PLAN 55 SS-03 SIGNING AND STRIPING PLAN E9 ELECTRICAL TRANSFORMER BTM BOTTOM NO NUMBER 66 SS-04 SIGNING DETAILS YT FIRE HYDRANT ZJ BVCE BEGIN VERTICAL CURVE ELEVATION NW NORTHWEST 67 SS-05 SIGN AND POST DATA TABLE 68 SS-06 SIGN AND POST DATA TABLE © GAS FINK BVCS BEGIN VERTICAL CURVE STATION NTS NOT TO SCALE 69 SS-07 STRIPING DETAILS ® GAS METER BW BOTTOM OF WALL OIC ON CENTER 70 SS-08 SIGNING DETAILS GAS RISER CIL CENTER LINE COOT OREGON DEPARTMENT OF TRANSPORTATION 71 TS-01 FLASHING BEACON REMOVAL PLAN CB CATCH BASIN OH OVERHEAD LINE 72 TS-02 FLASHING BEACON PLAN p4 GAS VALVE 73 TS-03 FLASHING BEACON DETAILS CCN CLOSED CIRCUIT TELEVISION OHP OVERHEAD POWER 74 L1.0 PEDESTRIAN MATERIALS AND LAYOUT PLAN GUY WARE CDF CONTROLLED DENSITY FILL P,PUG POWER CONDUIT 75 1-1.1 PEDESTRIAN MATERIALS AND LAYOUT PLAN pd" IRRIGATION CONTROL VALVE CL CLASS PA PLANTING AREA 76 1-12 PEDESTRIAN MATERIALS AND LAYOUT PLAN o. T7 1.1.3 PEDESTRIAN MATERIALS AND LAYOUT PLAN ENLARGEMENTS IRRIGATION HEAD CLR CLEAR PC POINT OF CURVATURE 78 L2.0 IRRIGATION SCHEDULE AND NOTES tEf JUNCTION BOX o CLSM CONTROLLED LOW STRENGTH MATERIAL POC PORTLAND CEMENT CONCRETE 79 L2.1 IRRIGATION PLAN CO CLEANOUT PCMS PORTABLE CHANGEABLE MESSAGE SIGN 80 1-2.2 IRRIGATION PLAN LIGHT POLE 81 1-2.3 IRRIGATION PLAN LITTER RECEPTACLE O COMM COMMUNICATIONS PCVC POINT OF CURVATURE ON VERTICAL CURVE 82 L3.0 PLANTING SCHEDULE AND NOTES CONIC CONCRETE PERF PERFORATED 83 L3.1 PLANTING PLAN ® MAIL BOX 84 L3.2 PLANTING PLAN s CONST CONSTRUCTION PI POINT OF INFLECTION 85 1-3.3 PLANTING PLAN SANITARY SEWER MANHOLE CPP CORRUGATED POLYETHYLENE PIPE PA- PROPERTY LINE 86 L4.0 SITE DETAILS SIGN CY CUBIC YARD PR PROPOSED 87 L4.1 SITE DETAILS SPLASH PAD p DI DUCTILE IRON PSI POUNDS PER SQUARE INCH 88 L4.2 SITE DETAILS 89 L4.3 SITE DETAILS STORM SEWER ATRIUM INLET DIA DIAMETER PT POINT OF TANGENCY 90 LAZA IRRIGATION DETAILS N STORM SEWERAREA DRAIN ■ DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE 91 L4.5 IRRIGATION DETAILS DIV DIVISION PVI POINT OF VERTICAL INTERSECTION 92 14.6 IRRIGATION DETAILS C14 STORM SEWER FILTER CATCH BASIN ON 93 L4.7 PLANTING DETAILS STORM SEWER CLEANOUTDWG DRAWING PVMT PAVEMENT 94 L4.8 PLANTING DETAILS ° DWY DRIVEWAY R RADIUS ® STORM SEWER MANHOLE ® E EAST REQ'D REQUIRED LEGEND SURVEY MONUMENT(FOUND) EA EACH ROW RIGHT OF WAY 8 TELEPHONE MANHOLE EG EXISTING GRADE 5 SLOPE,SOUTH EXISTING PROPOSED ® TELEPHONE RISER EL ELEVATION SCHED SCHEDULE ASPHALT PAVEMENT ® TRAFFIC SIGNAL CONTROL BOX ELECIE ELECTRICAL SD STORM DRAIN BUILDING OVERHANG O TRAFFIC SIGNAL POLE EOA EDGE OF ASPHALT SE SOUTHEAST TREE(DECIDUOUS) EDP EDGE OF PAVEMENT SHT(S) SHEET(S) CONCRETE ESMT EASEMENT SPECS SPECIFICATIONS CURB -,c TREE(EVERGREEN) EX. EXISTING SF SQUAREFOOT EASEMENT(TEMP CONST) -__-4-_____ TREE GRATE CKP EVCS END VERTICAL CURVE STATION SS SANITARY SEWER - - E ELECTRICAL(BURIED) `Q UTILITY POLE 'G. EVCE END VERTICAL CURVE ELEVATION STA STATION -- OHP--- - ELECTRICAL(OVERHEAD) ® WATER METER FH FIRE HYDRANT STD STANDARD FENCE --»- +-+---E-- WATER VALVE M FG FINISHEDGRADE STS STORM SEWER CONTROL POINT FL FLOW UNE SW SIDEWALK,SOUTHWEST O - GAS LINE FLG FLANGE(D) T7TEL TELEPHONE ` GUARDRAIL FO FIBER OPTIC TBD TO BE DETERMINED ------- PROPERTY LINE FT FEETIFOOT TC TOP OF CURB ss SANITARY SEWER LINE G GAS MAIN TFC TOP FACE OF CURB STs STORM SEWER LINE STs G.S. GRADE BREAK TW TOP OF WALL 1 STORM SEWER LINE(ABANDONED) GM GAS METER TCM TRAFFIC CONTROL MEASURES TELECOM DUCT BANK GRVL GRAVEL TCP TRAFFIC CONTROL PLAN - GS GAS SERVICE TEMP TEMPORARY TELEPHONE LINE y _-- _- . GV GATE VALVE TRAN TRANSITION w- WATER LINE 8 w HOPE HIGH DENSITY POLYETHELENE TV/AN TELEVISION d h WATER LINE(ABANDONED) ID INSIDE DIAMETER TYP TYPICAL t _ ASPHALT IE INVERTELEVATION VERT VERTICAL(LY) 1 ; .! CONCRETE 0 INT INTERSECTION WM WATER METER GRINDBNLAY L LENGTH WI WITH ✓;� LANDSCAPING LF LINEAR FEET W WATER,WEST �L STORM WATER FACILITY LN LANE WL WATERLINE !I LT LEFT WS WATER SERVICE XFMR TRANSFORMER fi PR�e CONSTRUCTION DOCUMENTS ! y< (S %wme� Revisions and Addendums SHEET y, ENGINEERING DIVISION CITY OF TIGARD X1,2 E 3P Description Date No. B fcasxoan?t PUBLIC WORKS DEPARTMENT CENTURY NE<oowsEa o,sEEm 15125 sw H &to.. 02 WEST �;;g,m . .,W. OREGON97225 MAIN STREET PHASE 2 IMPROVEMENTS of , 9,20 E N G N E f ! 1 N G �]6"9PIOfAX b E. 5 -6T9-Ill? FAX, 505-6N-0752 94 VO WMMAD-ORGOV INDEX, LEGEND, &ABBREVIATIONS FILE NO le ONE INCH(REF) EXPIRES:6/3onD22 DESIGN:JAJ DRAWN:AJ F CHECK. ROV PROJ.NO: 97017 BIDON: GENERAL CONDITION CONSTRUCTION NOTES 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW,THE TIGARD 19. PRIOR TO ANY FLUSHING PROCEDURES,THE CONTRACTOR SHALL ISSUE A FLUSHING PLAN PROVIDING DIRECTION OF MUNICIPAL CODE,AND THE TERMS OF ANY AGREEMENT WTH THE CITY OF TIGARD REGARDING WORK TO BE DONE 25. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF SWELINE'ASSUILTS'(OF EITHER OR BOTH FLOW,SURFACE WATER MANAGEMENT BEST MANAGEMENT PRACTICES(SNIPS).AND A WRITTEN SCHEDULE TO THE CRY PURSUANT TO THIS PERMIT. THE STORM AND SANITARY SEWER SYSTEMS)SHALL BE REQUIRED BY THE CRY FOR REVIEW AND APPROVAL PRIOR TO PROJECT INSPECTOR FOR APPROVAL.A 48-HOUR NOTICE SHALL BE GIVEN TO THE CIN PROJECT INSPECTOR PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. ANY SYSTEM SHUTDOMOR FLUSHING PROCEDURES.UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR OPERATE 2. THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL 18'MANUAL ON UNIFORM TRAFFIC CONTROL DEMCES FOR ANY CITY VALVES, STREETS AND HIGHWAYS,U.S.DEPT OF TRANSPORTATION,FHWA,CURRENT EDITION. 26. THE CITY INSPECTOR MAY,AT THEIR DISCRETION,REQUIRE PROVISION OF TESTS OR REPORTS FROM CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUALYMOMPUANOE.SUCH TESTSJREPORTS SHALL BE 20. PRESSURE TESTING SHALL COMMENCE ONLY AFTER BACKFILL HAS PASSED THE REQUIRED COMPACTION TESTS PER 3. TRAFFIC CONTROL AND TEMPORARY PEDESTRIAN ACCESSIBLE ROUTES SHALL BE PROVIDED FOR BY THE CONTRACTOR PROVIDED AT THE CONTRACTOR'S EXPENSE. PASHTO T480 AND THE ROADWAY BASE ROCK HAS BEEN PLACED,COMPACTED,PROOF ROLLED.AND APPROVED BY THE IN ACCORDANCE WITH THE CRY9 STANDARD SPECIFICATIONS AND,ALSO,IN ACCORDANCE WITH A CITY(JOB SPECIFIC) CITY PROJECT INSPECTOR. APPROVED TRAFFIC CONTROL PLAN.A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE 27. EXISTING MONUMENTS,PROPERTY CORNERS,AND SU RVEY MARKERS SHALL BE PROTECTED.REPLACEMENT SHALL BE WORK AREA, AT THE PERMIT HOLDER'S EXPENSE. 21 ALL MAINS NTH ASTATIC PRESSURE UP TO 100 POUNDS PER SQUARE INCH(PSI)SHALL BE TESTED AT 150 PSI FOR I HOUR NTH A MAXIMUM ALLOWABLE LOSS OF 5 PSI,WATER MAINS WITH A STATIC PRESSURE GREATER THAN 1 DO PSI 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TI ME,WITHOUT HAVING FIRST OBTAINED WRITTEN 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR HIEN THE INITIAL AND FINAL LIFT OF ASPHALT SHALL BE PRESSURE TESTED AT 15 TIMES THE STATIC PRESSURE FOR I HOUR NTH A MAXIMUM LO SS OF 5 PSI.ALL APPROVAL FROM THE CITY ENGINEER.THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION HAVE BEEN PLACED. PRESSURE TESTING SHALL BE COMPLETED IN THE PRESENCE OF THE CITY PROJECT INSPECTOR_ OF TRAFFIC FLOW DISRUPTIONS TO AREA-NDE EMERGENCY SERMCES(TIGARD POLICE DEPT.,TUALATIN VALLEY FIRE B 22. UPON SATISFACTORY COMPLETION OF PRESSURE TESTING,THE NEW MAINS SHALL BE CLEANED AND FLUSHED WITH RESCUE).TRIMEL TIGARD SCHOOL DISTRICT.AND OTHER SERVICE PROVIDERS. 29. THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR,IN WRITING,THE NAMES PND 24-HOUR EMERGENCY POTABLE WATER PRIOR TO DISINFECTION.FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FPS.THE PIPELINE SHALL BE TELEPHONE NUMBERS OF TWO PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION, THOROUGHLY FLUSHED,CHLORINATED,AND TESTED IN ACCORDANCE WITH ANNA STANDARD C651-92,THE STATE 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBUC BY AND,IN GENER/LL,W LL BE RESPONSIBLE IN CASE OF ANY EMERGENCY.THE CONTRACTOR SHALL NOTIFY THE CITY HEALTH DIVISION AND CITY REQUIREMENTS.THECONTINUWSFEEID METHOD OF DISINFECTION SHALL BE USED. PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA AT A MINIMUM OF 72 INSPECTOR IN WRITING OF ANYIALL ASSIGNMENT CHANGES. HOURS BEFORE INITIATION OF CONSTRUCTION WORK. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAMNG A FREE CHLORINE RESIDUAL OF 40 TO 50 3D. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY I NSPECTOR,IN WRITING,THE NAM E AND MI LLIGRAM S PER LITER(MG(L),AND IT SHALL BE INTRODUCED INTO THE MAIN THROUGH A TAP NO MORE THAN 18 INCHES 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES,INCLUDING NORMAL DELIVERY SERVICE AND 24-HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED'COMPETENT PERSON'RESPONSIBLE FOR FROM THE CONNECTION POI NT TO THE EXISTING SYSTEM.THE DISINFECTION MIXTURE WILL BE PREPARED BY I NIECTI NG MAIL SERVICE,AND IF NOT SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. CONSTRUCTION SAFETY AS PER OR-OSHA,CHAP.437,DIV,3 CONSTRUCTION,SUB-DIMSION P-EXCAVATIONS.THE A CALCIUM OR SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPEUNE AT A MEASURED RATE MILE FRESH, CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR IN WRITING OF ANYIALL ASSIGNMENT CHANGES. POTABLE WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER SOLUTION IS OF THE 7. TRAFFIC CONTROL DEVICES,FLAG PERSONS,ETC.,SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK SPECIFIED STRENGTH.TREATED(CHLORINATED)WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO AND SHALL BE EFFECTIVELY MAINTAINED. 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY ANNOR DESTROY ALL NONSPORE-FORMING BACTERIA.DURING THE CHLORINATION PROCESS,ALL VALVES AND ACCESSORIES EASEMENTS PRIOR TO STARTING WORK.PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS SHALL BE SHALL BE OPERATED.ALL PARTS OF THE LINES AND SERVICES SHALL BE DISINFECTED.TYPICAL RETENTION PERIOD IS 24 S. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.160,WORK 13 PERMITTED BETWEEN THE HOURS OF 7:00 AM.TO PROVIDED TO THE CITY.THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE HOURS.AT THE END OF THE 24-HOUR PERIOD.THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST IO 7:00 P.M.DAILY UNLESS OTHERWISE AUTHORIZED BY THE CIN MANAGER. TO OBTAIN OR PROVIDE FOR PROOF OF RIGW,DF-ENTRY OR EASEMENTS. MGIC. 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMNED TO 9:00 AM.-3:00 P.M.UNLESS 32. BEFORE PLACEMENT OF ASPHALT,THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE"DEO AFTER SATISFACTORY DISINFECTION,FLUSH THE CHLORINATION WATER FROM THE LINE UNTIL THE WATER AUTHORIZED BY THE CITY ENGINEER.NO WORK WILL BE PERM ITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN INSPECTION OF ALL NEW STORM SEWER LINES.THE PERMIT HOLDER SHALL PROVIDE THE CIN WTH 30 DAYS OF NOTICE THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY, 390 P.M.AND 990 A.M.UNLESS AUTHORIZED BY THE CITY ENGINEER. TO REVIEW THE VIDEO INSPECTION PRIOR TO PAVING.ANY DEFICIENCIES SWILL BE REPAIRED BEFORE PLACEMENT OF THE DISINFECTION WATER MUST BE DISPOSED OF IN AN APPROVED MANNER.DO NOT ALLOW DISINFECTION WATER TO FINAL LIFT. FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE SHALL RESIDUALS TO A SAFE LEVEL AS MANDATED BY THE DEPARTMENT OF ENMRONMENTAL QUALITY(DED).AFTER FLUSHING 10 TEMPOASPHALT.DO DO NOT ALLY TRENCH OW VEING ON ARTERIALS AND RTICAL DIFFERENCES N PAVEMENNTHEIGHT,CREATED BY PANG OR REMOVAL,TO EXCEED WATER SYSTEM GENERAL CONSTRUCTION NOTES AND DISLNG.SAALOF THE IOLOGI AL ECTI SAMPLES ION WILL BERENLLBEANOTHEAINED TIGARD OD PRIORPERSONAER.BACTERIOLOGICAL 3 INCHES.PROVIDE TAPERED ASPHALT PAVEMENT WEDGES ACROSS ALL PAVEMENT JOINTS EXPOSED TO TRAFFIC. TESTING.BACTERIOLOOICALTEST SAMPLES WILL BE COLLECTED BY A TRAINED TIGARO WATER PERSONNEL WORKER. 11. MINIMUM TRAVEL LANE W DTH SHALL BE 11 FEET;PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. I. ALL JOINTS TO BE RESTRAINED. 23. ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED 2. OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. BACKFLOW PREVENTION DEVICE,MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY(DCVA)INSTALLED ON THE PROPERTY 12. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TOSIDE OF THE WATER METER.IN ADDITION,EVERY METER FOR COMMERCIAL,MULTI-FAMILY,INDUSTRIAL,AND EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 3, OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA BY ANYONE OTHER THAN TIGARD WATER PERSONNEL IS INSTITUTIONAL SERVICE,REGARDLESS OF SIZE,SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PROHIBITED. PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER.THE BACKFLOW 13. BEFORE INITIATING ANY CONSTRUCTION ACTMTY,THE PERMIT HOLLER SHALL CONTACT THE CITY INSPECTOR 4. THE CONTRACTOR SNAIL MAINTAIN ONE SET OF STAMPED,APPROVED PIANS ON THE CONSTRUCTION SIE AT ALL TIMES. PREVENTI ON DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER,NTH THE RESULTS FORWARDED TO THE TIGARD (5035394171)TO ESTABUSH A PLACE,TIME,AND DATE FOR A PRE-CONSTRUCTION MEETING. 5. ALL WORK SHALL BE IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION(AWWA)STANDARDS. PUBLIC WORKS WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. 14. THE PERMIT HOLDER OR DESIGNATED CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR(51)36394171)24 HOURS PRIOR 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. STORM SEWER GENERAL CONSTRUCTION NOTES TO COMMENCING WORK,24 HOURS PRIOR TO ANY STAGED INSPECTION,AND AFTER COMPLETING WORK COVERED BY T ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON,CEMENT LINED,OF NEW MANUFACTURE,AND MADE IN THE UNITED THE PERMIT. STATES OF AMERICA(LISA).PIPE SHALL BE RYTON'JOINT DUCTILE IRON,CLASS 52.ALL FITTINGS SHALL BE MECHANICAL I_ ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS,THE PROJECT SPECIFICATIONS, 15, A COPY OF THE PERMIT AND ALL ATTACHMENTS AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL JOINT(MJ)UNLESS OTHERWISE SPECIFIED. THE APPUCABLE REQUIREMENTS OF THE UNIFORM PLUMBING CODE,AND THE APPLICABLE REQUIREMENTS OF CLEAN AMENDMENTS SHALL BE AVN LABLE AT THE WORK AREA.ALL WORK SHALL CONFORM TO THE PERMIT TERMS, 8. COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36 INCHES.BACKFILL SHALL BE YANCH- WATER SERVICES. CONDITIONS,AND PROMSIONS;THE CITY APPROVED PERMIT PLANS AND APPROVED PIAN AMENDMENTS;AND THE CIMS 0-INCH GRAVEL. 2. NO STORM SEWER PIPING OR PART THEREOF,MICH IS CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED STANDARDS,SPECIFICATIONS,AND THESE GENERAL CONDITIONS.CHANGES TO ANY OF THE AFORESAID MUST BE FOR USE UNDER OR WITHIN A BUILDING,SHALL BE INSTALLED UNDER OR WITHIN FIVE(5)FEET OF ANY BUILDING OR APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. 9. ALL VALVEOPERATING NUTS SHALL BE WITHIN 36 INCHES OF FINISHED GRADE,OTH ERNSE VALVE OPERATING NUT STRUCTURE,OR PART THEREOF.NO LESS THAN ONE(1)FOOT BELOW THE SURFACE OF THE GRWND.THIS INCLUDES EXTENSIONS WILL BE REQUIRED. STRUCTURES SUCH AS PORCHES AND STEPS,WHETHER COVERED OR UNCOVERED,BREEZEWAYS,ROOFED 16. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER THE WORK 10. THRUST BLOCKS MAY BE REQUIRED AT TEES,CROSSES,OR BENDS AN D WI LL BE SPECIFIED BY THE CITY PROJECT PORTE-COCHERES,ROOFED PATIOS.CAR PORTS,COVE RED WALKS,COVERED DRIVEWAYS,AND SI MILAR STRUCTURES OR AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CO NOTION,FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDER'S CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. INSPECTOR OR ENGINEER.POURED CONCRETE THRUST BLOCKS WILL HAVE AT LEAST EIGHT SQUARE FEET OF BEARING APPURTENANCES. SURFACE AT EACH TEE,CROSS AND BEND LOCATIONS(SEE DETAILS FOR MINIMUM BEARING AREAS.) 3. STORM SEWER PIPING SHALL BE ADS N-12 HOPE OR APPROVED EQUAL. 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY RNLI UPON AVIV PUBLIC 11. EVERY 2-INCH WATER SERVILE LOCATION TO BE MARKED,AND MARKER TO REMAIN IN PLACE UNTIL THE WATER METER IS ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. INSTALLED.ALL 2-INCH WATER SERVICES SHALL CONSIST OF AN MJ X 2-INCH IPT TEE AND 24WH IPT X I I D COMPRESSION 4. FINISHED RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE.FINAL FINISHED RIM THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN4JP. FITTING AS MANUFACTURED BY MUELLER COMPANY. ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. 18. EFFECTIVE EROSION CONTROL IS REQUIRED.EROSION CONTROL DEMCES MUST BE INSTALLED AND MAINTAINED IN 12. FIRE HYDRANT ASSEMBLY CONSISTSOF AN MJ X 6-INCH FLANGE(FLG)TEE,64NCH FLG.XWGATEVALVE,64NCHMJXW 5. ELECTRICALLY CONDUCTIVE TRACER WIRE IS REQUIRED FOR ALL STORM SEWER PIPING. COMPLIANCE WITH THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS-THE CITY MAY AT MY TIME ORDER HOLDING SPOOL AND A MODERN MUELLER CENTURION FI RE HYDRANT.A443,64NCH MJ,5 Y.INCH MVD,3 PORT(2-2 CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EF FECTNE EROSION CONTROL. K NCH NST HOSE CONNECTION,1.4 X-INCH NST PUMPER,)1 Y INCH PENTAGON OPERATING NUT OPENING LEFT,COLOR 6. ALL CONNECTIONS TO THE MAIN LINE,FOR LATERALS,AND FOR MAIN LINE PIPE CHANGES OF DIRECTION,SHALL BE BEING YELLOW OR APPROVED EQUAL:WATERIOUS PACER 6790,CLOW MEDALLION. ACCOMPLISHED WITH WE FITTINGS.NO TEE CONNECTIONS SHALL BE UTUJZED. 19. PROPERTY DISTURBED BYCONSTRUCTIONSIGNS,PAVEMENT ARKINGHALL ESEEDEDNTH TC ANDARDSHALL GRASS MU;SHD, 13EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK NTH I X CUBIC YARDS OF CRUSHED 7. ALL STORM SEWER PIPING SHALL BE INSPECTED BY THE CLEAN WATER SERVICES INSPECTOR PRIOR TO COVER. FLOWERS,BARK COST.EXISTING SIGNS,PAVEMENT MARKINGS,MAILBOXES,ETC SHALL BE REESTABLISHED, REINSTALLED,OR REPLACED NTH LIKE KIND AND MATERIAL. 2-INCH-3:-INCH DRAIN ROCK.GEDTE%TILE FABRIC WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH COVER. 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED.DRAINAGE SHALL BE CONTROLLED WTHIN THE WORK SITE AND SHALL BE 14. ALL SANITARY SEWER LINES WITHIN IO FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN SO ROUTED THAT ADJACENT PRIVATE PROPERTY,PUBLIC PROPERTY,AND THE RECEIVING SYSTEM IS NOT ADVERSELY A REINFORCED CONCRETE JACKET 6 INCHES THICK FOR A DISTANCE OF IO FEET ON BOTH SIDES OF THE CROSSING. IMPACTED.THE CITY MAY AT MY TI ME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. MERE CROSSINGS ARE NECESSARY,THEY MUST BE MAGE AT APPROXIMATELY 90 DEGREES NTH AT LEAST 18INCHES OF SEPARATION BELOW THE WATER LINE. 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.SAID RULES 15. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK SPECIFIED HEREIN TO MAINTAIN CONTINUOUS WATER ARE SET FORTH IN OAR 952-Ml-XII 0 THROUGH OAR 852-001-0080.COPIES OF SAID RULES MAY BE OBTAINED FROM THE SERVICE TO EXISTING WATER USERS.WHERE IT IS NECESSARY TO SHUT DOM SERVICE TO MAKE REQUIRED INTERTIES, CENTER BY CALLING 503-246-1997.IF YOU HAVE MY QUESTION ABOUT THE RULES,CONTACT THE CENTER.NOTE: THE CONTRACTOR SHALL NOTIFY THE CITY PROJECT INSPECTOR AT LEAST FIVE WORKING DAYS PRIOR TO A PLANNED DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. WATER SERVICE SHUT DOWN TO ALLOW THE OMER TO NOTIFY USERS OF THE UPCOMING TEMPORARY SUSPENSION OF I� 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR WATERSERVICE TO START OF WORK(POTHOLE BEFORE DIGGING IF NECESSARY).SHOULD CONFLICTS ARISE AND REDESIGN OR 16. PRIOR TO ANY CUTINOR CONNECTION,THE CONTRACTOR SHALL HOLD AN ONSITE PRE-CONSTRUCTION MEETING 5 RELOCATION OF FACILITIES BE NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDER'S EXPENSE.CHANGES MUST BE MERE THE CUT-1 N SCHEDULE AND COORDINATION WILL BE DI SCUSSED.THOSE TO ATTEND SHALL INCLU DE THE ONSITE APPROVED BY THE CRY IN ADVANCE OF WORK PERFORMANCE.CONTRACTOR SHALL COORDINATE THE WORK WITH FOREMAN,CITY PROJECT INSPECTOR,AND TIGARD WATER PERSONNEL.THIS MEETING SHALL TAKE PLACE PRIOR TO 1 AFFECTED UTILITY AGENCIES. EACH CONNECTION AND BE HELD NO LONGER THAN ONE WEEK PRIOR TO THE CONNECTION.THE CONTRACTOR SHALL A TEMPORARY RAR"URFACE PATCH(COLD MIX ASPHALT OR HOT MIX BASE PAVING)SHALL BE PLACED ON TRENCHES HAVE ALL FITTINGS,PIPE,CHLORINE SWABBING EQUIPMENT,PUMPS AND HOSES,AND ALL EQUIPMENT NEEDED TO MAKE WITHIN ROADWAYS AT THE END OF EACH DAY'S WORK.NO TRENCH,ON SITE OR OFF SITE,SHALL BE LEFT AT ANY TIME IN THE CUT-IN CONNECTION AT THE MEETING AND AVAILABLE FOR CITY INSPECTION. 2" AN UNSAFE CONDITION.THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING 17. THE NEW PIPELINE SHALL BE FLUSHED,PRESSURE TESTED,AND DISINFECTED BEFORE ANY CONNECTION TO THE E FROM THE PROSECUTION OFTHEWORK. EXISTING WATER SYSTEM IS MADE.TEMPORARY BLOW-OFFS SHALL BE PROVIDED BY THE CONTRACTOR AT ALL r WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES(ROADS,DITCHES,ETC.)AS DEAD-ENDS. 24. 68 MAY BE NECESSARY,IN THE CITY INSPECTOR'S OPINION,TO OVERCOME DETERIORATION OR DAMAGE MICH OCCURRED 18. ALL PIPES,VALVES,AND FITTINGS SHALL BE THOROUGHLY FLUSHED PRIOR TO PRESSURE TESTING AND CHLORINATION. s3 IN CONJUNCTION NTH THE WORK AUTHORIZED BY THE PERMIT.CORRECTIVE WORK SHALL BE DONE AT THE PERMIT FLUSHI NG SHALL BE DONE THROUG H BLOWOFF UNITS,HYDRANTS,INDIVIDUAL SERVICE S,AND MAI N AT A VELOCITY OF HOLDER'S EXPENSE. AT LEAST 25 FEET PER SECOND(FPS). �nEO PROPS CONSTRUCTION DOCUMENTS Q�?GINFF Revisions and Addendums CITY OF TIGARD SHEET � PUBLIC WORKS DEPAO TMENT G1.3 a 3 Desch tion Dale No. Rv CENTURY °R1"" ` • ON g0m " 13125 SW H^ �% MAIN STREET PHASE 2 IMPROVEMENTS $ , m ► WEST S 41921WOFFCE .V00CE.. OREGON 97214 G50-6 OF { �hz S 200 ' E ry G 1 ry E e a 1 N G a 6c 2710W 10ICE 50J-621-0752 94 R Y D. VO 9 WIFIXT1Gft0-dt.GOV F ONENCH(REF) GENERAL NOTES FILE NO EXPIRES.6no/z9zz DESIGN'✓AJ DRAWN'AJF CHECK: ROV PROJ.NO: 97017 BID ON: EROSION CONTROL NOTES VISUAL MONITORING AND RECORDKEEPING REQUIREMENTS 1. ALL EROSION PREVENTION MEASURESSHALL BE IN PUCE,FUNCTIONAL,AND APPROVED IN ACCORDANCE WITH THE 26 SEED USE FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES. I. VISUALMONITORING IS REQUIRED WHEN CONSTRUCTION WILL DISTURB ONE OR MORE ACRES APPROVED EROSION PREVENTION AND SEDIMENT CONTROL PLAN PRIOR TO COMMENCEMENT OF CONSTRUCTION UNLESS OTWRWI BE AUTHORIZED: °.THE FOLLOWING MUST BE MONITORED VISUALLY' ACTIVITIES.ALL SOIL DISTURBING AND CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH MMC a. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. • DISCHARGE POINT(S).MERE DISCHARGE POINTS ARE INACCESSIBLE,NEARBY DOWNSTREAM LOCATIONS CHAPTER 16.28 EROSION CONTROL AND ANY APPLICABLE LOCAL,STATE,OR FEDERAL REQUIREMENTS. . DWARF GRASS MIX(MIN IOD LINAC) MUST BE INSPECTED TO THE EXTENT THAT SUCH INSPECTIONSARE PRACTICABLE. 2. ALL EROSION PREVENTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. • DWARF RED FESCUE(20NNIAL % BY WEIGHT) WEIGHT) . BMPS b.CREEPING RED FESCUE(20%BV WEIGHT) LOCATIONS WHERE VEHICLES ENTER OR EXT THE SITE FOR EVIDENCEOF OFF-SM SEDIMENT TRACKING. c. STANDARD HEIGHT GRASS MIX(MIN 100 LBIAC) • AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION FOR EVIDENCE OF ]. ALTERNATE SE, MD OTHER POLLUTANTS PROVIDER ENTERING DISCHARGETHATST IS CLEANTEM FREE OF AL OF ENT, SPILLAGE OR OTHER POTENTIAL TO CONTAMINATE STORMWATER RUNOFF. SURFACTANTS, BY CITY TSPRDE ENVIRONMENTAL THE STORM SYSTEM.APPROVAL REQUIRED RIORT • TURF-TYPE WEIGHT) SEDIMENT CONTROLS BY THE CITY OFTIGARO ENVIRONMENTAL SERNLESLDDRdNATORIS REQUIRED PRIOR TO TURF-TYPE FESCVE(60%BY WEIGHT) b. INSPECT ACCORDING TO THE FOLLOWING SCHEDULE'. INSTALLATION. 27. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE SITE CONDITION MINIMUM FREQUENCY 4. DUMPING OR DISPOSAL OF SPOIL MATERIALS IMO ANY STREAM CORRIDOR,WTTLANO,SURFACE WATER,OR ON ANY COVER VIA HYDROSEEDING TO 200D LBSIACRES WITH AN ADDED TACKIFIER. PUBLIC OR PRIVATE PROPERTY NOT SPECIFIED FOR BALD PURPOSE IS PROHIBITED. 1.ACTIVE PERIOD WEEKLY MEN STORMWATER RUNOFF,INCLUDING 28, BE STOCKPILED ED SOIL OR STRIPPINGSSHEETING SHALL STRAW MULCIN AH SEDIMENTABLE T CATION AND CONFIGURATION,STOTHE PERIMETELES R OF RUNOFF FROM SNOW MELT,IS OCCURRING.AT LEAST 5 SEDIMENT AND PO LLUTANTSENALL NOT BE WASHED INTO STORM SEWERS,ORAINAGE WAVE,OR WATER BODIES.DRY BE COVERED LITH PLASTIC SHEETING OR STRAW MULCH, SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF SWEEPING SHALL BE IMPLEMENTED TO CLEAN UP CONSTRUCTION AREAS TO PREVENT RELEASE OF SEDIMENTS IWO THE STOCKPILE. ONCE EVERY MONTH,NOFF IS OCCUR I G.WHETHER THE STORM SYSTEM. STORMWATER RUNOFF IS OCCURRING. 29. SATURATED MATERIALS THAT ARE HAULED OFFSITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE 2.PRIOR TO THE SITE BECOMING INACTIVE OR IN ONCE TO ENSURE THAT EROSION AND SEDIMENT 6. DISPOSAL OF SEDIMENTIADEN WATER INTO THE WASTEWATER SYSTEM IS PROHIBITED,UNLESS PRIOR WRITTEN SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. ANTICIPATIM OF SITE INACCESSIBILITY CONTROL MEASUREARE IN WORKING ORDER ANY APPROVAL IS RECEIVED FROM THE CITY OF TIGARD ENVIRONMENTAL SERVICES COORDINATOR.SEDIMENT-LADEN NECESSARY MAINTENANCE AND REPAIR MUST BE WATER SHALL BE PUMPED THROUGH AN APPROVED SEDIMENT CONTROL BMP PRIOR TO DISPOSAL IWO THE 30. SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY(30)DAYS OR MORE,THE ENTIRE SITE MUST BE MADE PRIOR TO LEAVING THE SITE. WASTEWATER SYSTEM. TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER,TEMPORARY SEEDING,OR OTHER METHOD, 3.INACTIVE PERIODS GREATER THAN FOURTEEN(14) ONCE EVERY MONTH. CONSECUTIVE CALENDAR DAYS 7 SAWCUTTING SLURRY AND DEBRIS SHALL BE VACUUMED AND REMOVED FROM ALL IMPERVIOUS SURFACES. 31. SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN(15)DAYS OR MORE ON ANY SIGNIFICANT PORTION OF A 4.PERIODS DURING WHICH THE WTE IS INACCESSIBLE IPP TICAL,INSPECTIONS MUST OCCUR DAILY ATA VACUUMED SAWCUTTING SLURRY SHALL BE PROPERLY DISPOSED OF AND NOT DISCHARGED INTO THE STORM SYSTEM. CONSTRUCTION SITE,TEMPORARY STABIUZATIW IS REQUIRED FOR THAT PORTION OF THE SITE WITH STRAW, DUE TO INCLEMENT WEATHER RELEVANT AND ACCESSIBLE DISCHARGE POINT OR COMPOST,OR OTHER TACKIFIED COVERING THAT WILL PREVENT SOIL OR WIND EROSION UNTIL WORK RESUMES ON DOWNSTREAM LOCATION. 8. AN AREA SHALL BE DESIGNATED FOR WASHING OUT CONCRETE TRUCKS SUCH THAT RUNOFF FROM WASHING THAT PORTION OF THE SITE. 5.PERIODS WRING WHICH DISCHARGE 13 UNLIKELY MONTHLY.RESUME MONITORING IMMEDIATELY UPON ACTMTIESARE CONTAINED AND DO NOT LEAVETHE SITE OR ENTER THE STORM SYSTEM. DUE TO FROZEN CONDITIONS MELT,OR WHEN THE WEATHER CONDITIONS MAKE DISCHARGES LIKELY. 9. SWEEPING FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE WASHED TO THE STREET OR STORM SYSTEM. SWEEPING SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN THE TRASH. K. DOCUMENTATION OF VISUAL MONITORING. ALL VISUAL MONITORING MUST DOCUMENT THE FOLLOWING: 10. PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN OFF IWO THE STORM SYSTEM IS PROHIBITED. • VISUAL MONITORING DATE AND INSPECTORS NAME. . THE CONSTRUCTION S1TE NAME OR ADDRESS. 11. TRACKING OF DIRTAND DEBRIS ONTO IMPERVIOUS SURFACES IS PROHIBITED.IMPERVIOUS SURFACES SHALL BE KEPT • FOR EACH DISCHARGE LOCATION,RECORD: FREE OF DIRT AND DEBRIS AT ALL TIMES IF IT CAN BE SPREAD BY TRAFFIC OR CAN ENTER THE STORM SYSTEM. -FOR TURBIDITY AND COLOR,DESCRIBE ANY APPARENT COLOR AND THE CLARITY OF THE DISCHARGE.AND ANY APPARENT DIFFERENCE IN COMPARISON TO THE SURFACE WATERS. 12, GRAVEL OR DIRT CURB RAMPS ARE PROHIBITED.ONLY WOOD STEP STYLE CURB RAMPS ARE ALLOWED. -DESCRIBE ANY SHEEN OR FLOATING WITERIAL,OR RECORD THAT IT IS ABSENT.IF PRESENT,IT COULD INDICATE CONCERN ABOUT A POSSIBLE SPILL OR LEAKAGE FROM VEHICLES OR MATERIALS STORAGE. 13. UPON COMPLETION OF SITE RESTORATION AND APPROVAL FROM THE PROJECT MANAGER,ALL TEMPORARY EROSION • BMPS THAT FAILED OR THAT ARE IN NEED OF MAINTENANCE,INCLUDING EROSION AND SEDIMENT CONTROLS, CONTROL MEASURES MAY BE REMOVED. CHEMICAL AND WASTE CONTROLS,LOCATIONS WHERE VEHICLES ENTER AND EXIT THE WE,STATUS OF AREAS THAT ARE UNDER TEMPORARY OR FINAL STABILIZATION,SOIL STOCKPILE AREAS.AND 14. DNA I NAGE FROM SPRINGS OR GROUNDWATER MUST BE ADDRESSED DURING CONSTRUCTION BY THE CONTRACTOR. NON-STORMWATER POLLUTION(FOR EXAMPLE,PAWS,OILS,FUELS,OR ADHESIVES)CONTROLS. DISCHARGE FROM GROUNDWATER ENCOUNTERED ON THE SITE MUST BE CLEAN OF SEDIMENT OR POLLUTANTS. • LOCATION(S)MERE ADDITIONAL SM PS ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPECTION:ANO • CORRECTIVE ACTION REQUI RED AND IMPLEMENTATI ON DATES 15, AREA SUBJ ECT TO VA N D EROSION SHALL ME APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER,PLASTIC SHEETI NG,STRAW MULCH,OR OTHER APPROVED M EASURE. 2. RECORDKEEPING a.VISUAL MONITORING RECORDS RETAINED ONSITE.ALL INSPECTION RECORDS MUST BE RETAINED ON SITE. 16, DATES OF IMPLEMENTATION OF WET WEATHER MEASURES ARE OCTOBER 1ST TO APRIL 30TH. DURING INACTIVE PERIODS OF GREATER THAN SEVEN(7)CONSECUTIVE CALENDAR DAYS,THE RECORDS MUST BE RETAINED BY THE OWNERIOPERATOR BUT DD NOT NEED TO BE AT THE CONSTRUCTION SITE. 17. MATERIAL SHALL NOT BE STOCKPILED ON PUBLIC STREETS OR IN THE RIGHT-OF-WAY LONGER THAN IMMEDIATE USE. b.UPON REQUEST,THE PERMIT REGISTRANT MUST DELIVER THE ABOVE RECORDS TO DEO,AGENT,OR TH E LOCAL MUNICIPALITY HATH IN THREE(3)WORKING DAYS OF THE REQUEST. 18. PRIOR TO ANY LAND DISTURBING ACTIVITI ES,THE BOUNOARI ES OF THE CLEARING LIM ITS,VEGETATED BVF FERS,AND c. ALL RECORDS MUST BE RETAINED BY TH E OWNERIOPERATOR FOR AT LEAST THREE(3)YEARS AFTER PROJECT ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.DURING THE COMPLETION. CONSTRUCTION PERIOD,NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS.THE 00 WRACTOR MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. 19. VEGETATED CORRIDORS AND TREE PROTECTION TO BE DELINEATED WITH SIX(6)FOOT TEMPORARY C HAM U NK FENCE PANELS OR APPROVED EQUAL.FENCING SHALL BE PLACEDAT THE TREE DRIP LINE.COORDINATE TREE PROTECTION FENCING LOCATION WITH PROJECT ARBORIST_NO MATERIALS MAYBE STORED WITHIN THE TREE PROTECTION FENCING. 20. ALL ACTIVITY WITHIN THE TREE PROTECTION FENGNG SHALL BE COMPLETED UNDER THE SUPERVISION OF THE PROJECT ARBORIST.NO REMOVAL OF MY STRUCTURES OR TREES SHALL BE PERFORMED WITHOUT THE PROJECT ARBORIST ON SITE. 21. TREE REMOVAL OPERATIONS SHALL NOT DAMAGE TREES TO BE SAVED. 22. IF VEGETATIVE SEED MIXES PRE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1',THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS WITH AN ESTABLISHED HEALTHY STANDOF GRASS OF 80%COVERAGE BY OCTOBER 1ST. 23, ALL PUMPING OF SEDIMENT-LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT CONTROL BMP Le.(FILTER BAG). 24. THE ESC PLAN MUST BE KEPT ON SITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT-LADEN WATER DOES NOT EWER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. ysy i 25. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, iF EROSION CONTROL BLANKETS OR MATS MID-SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER APPROPRIATE MEASURES.SLOPES EXCEEDING 25%MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. yFy Tg j5 a � OFIR CONSTRUCTION DOCUMENTS O� e6GINEP Revisions and Addendums a MPROJNO. NGINEERING DIVISION SHEET Description Date No. a UBLIC WORKS DEPARTMENT CITY OF TIGARD 21.4 5O wl a0FFICE N ENTU Exa uE•ooxsv 910 urE a° 125 SW. WILL BLVD. 04i WEST o;; ° M.4R$ OWCON.07223 MAIN STREET PHASE 2 IMPROVEMENTS of E N G 1 N E E E I N G )lCf 501-639-1171X: 503-624-0752 94 `L mod eHD. EROSION CONTROL NOTES FILE NO ONE INCH(REF) EXPIRES:6p0.2022DESIGN:JAJ DRAWN:AJF CHECK: ROV17 1 BID ON: DEMOLITION NOTES ROADWAY NOTES (CONT.) STORMWATER NOTES OSAWCUT PAVEMENT. t5 CONSTRUCT THICKENED CURB AND GUTTER ADJACENT TO Oi INSTALL PVC STORM SEWER PIPE, zO SAWCUT AND REMOVE CURB AND/OR SIDEWALK. STORMWATER PLANTERS, LENGTH,SLOPE,AND SIZE AS SHOWN. O SEE DETAIL 3,SHEET C8.1. Oz INSTALL STANDARD MANHOLE,PRESERVE AND PROTECT IN PLACE. 20 MATCH EXISTING. SEE CLEAN WATER SERVICES DWG.NO,010. O SEE SIGNING AND E SIGN, zt CONSTRUCT 5'WIDE CONCRETE STAIRS,T=1 i",R=5", O INSTALL ATRIUM INLET,PERFORATED SEE SIGNING AND STRIPING PLANS. SEE ODOT STD,DWG.RD120. PIPE AND CLEANOUT(S)AS SHOWN, Oa REMOVE STORM STRUCTURE. SEE DETAIL 1,SHEET C12.1. OREINSTALL SALVAGED FENCE. O ABANDON STORM PIPE IN PLACE.REMOVE ALL PORTIONS WITHIN TRENCH O INSTALL TRENCH DRAIN,SIZE&LENGTH AS SHOWN, LIMITS OF NEW UTILITIES.PLACE 18"GROUT PLUG AT EACH END. 23 CONSTRUCT CONCRETE SIDEWALK UNDER BUS SHELTER, SEE DETAIL 1,SHEET C12.2, 6"PCC OVER 4"AGGREGATE BASE, O REMOVE WATER METER. BUS SHELTER TO BE INSTALLED BY TRIMET. 0 CONNECT TO EXISTING STORM STRUCTURE, OE ABANDON WATER VALVE. 24 2"MIN.GRIND, 0 CONSTRUCT STORMWATER PLANTER, O9 ABANDON WATER PIPE IN PLACE,REMOVE ALL PORTIONS WITHIN TRENCH OVERLAY AS NEEDED TO MATCH FINISH GRADE. SEE DETAIL 1,SHEET C12.1. LIMITS OF NEW UTILITIES.PLACE 18"GROUT PLUG AT EACH END. 0INSTALL TWO-WAY CLEANOUT, REMOVE AND SEE DETAIL 2,SHEET C12.2. to SEE WATER PLANS EROSION HYDRANT ASSEMBLY, EROSION CONTROL NOTES Og INSTALL CONTECH STORMFILTER CATCH BASIN, t2 REMOVE AND SALVAGE BIKE RACK, SEE DETAILS ON SHEET C12.3.t INSTALL INLET PROTECTION-TYPE 5, SEE PEDESTRIAN MATERIALS AND LAYOUT PLANS. OSEE CLEAN WATER SERVICES DWG.NO.920. O CONNECT TO EXISTING STORM PIPE, to REMOVE AND SALVAGE METAL BENCH, VERIFY INVERT ELEVATION AND NOTIFY ENGINEER OF N SEE PEDESTRIAN MATERIALS AND LAYOUT PLANS. OINSTALL INLET PROTECTION- PE 4, ANY DISCREPANCIES. u INSTALL TREE PROTECTION FENCING PER CITY STANDARDS. SEE CLEAN WATER SERVICES DWG.NO.915. 0 INSTALL FLATTOP MANHOLE, SEE CLEAN WATER SERVICES DWG.NO.050. S t5 REMOVE LIGHT E, It CONSTRUCT CONCRETE CHECK DAM, SEE ILLUMINATION ATIONANS. TIGARD STREET NOTES SEE DETAIL 5,SHEET C12.1. to REMOVE DETECTIONN LOOPS TO JUNCTION BOX. 72 INSTALL IN-LINE TRENCH DRAIN CATCH BASIN, 17 RELOCATE GUY WIRE.COORDINATE RELOCATION WITH PGE PRIOR TO O SAWCUT PAVEMENT. ACO K3-903G/S OR APPROVED EQUAL. CONSTRUCTION. zO SAWCUT CURB AND/OR SIDEWALK AT EXISTING 13 INSTALL AREA DRAIN TYPE II, to REMOVE BRICK PAVERS. JOINT, SEE CLEAN WATER SERVICES DWG.NO.380, t9 REMOVE WALL. PRESERVE AND PROTECT TRUNCATED DOMES to AND ADJACENT CONCRETE. CONNECT TO PERFORATED PIPE ON BOTH ENDS,O REFERENCE AND RESET MONUMENT/PROPERTY PIN. O PRESERVE AND PROTECT IN PLACE. INSTALL COUPLINGS AND ELBOWS AS NEEDED. zt REMOVEIRELOCATE IRRIGATION HEAD, REMOVE/RELOCATE SIGN, �L SEE IRRIGATION PLANS. SEE SIGNING AND STRIPING PLANS. WATER NOTES OREMOVE TREE. 05 REMOVE AND SALVAGE CONTECH STORMFILTER OtOINSTALL 8"CL 52 DI WATER LINE, z3 REMOVE ANDSALVAGE FENCE, CATCH BASIN. LENGTH AS SHOWN, SEE ROADWAY PLANS. 08 REMOVE AND SALVAGE BIKE RACK. DEFLECT PIPE PER MANUFACTURERS'REQUIREMENTS AS 24 REMOVE TRANSIT SHELTER AND SALVAGE TO TRIMET, NEEDED, Oi REMOVE AND SALVAGE BENCH. SEE CITY OF TIGARD DWG.NO.180. COORDINATE REMOVAL WITH TRIMET PRIOR TO CONSTRUCTION. Oa INSTALL INLET PROTECTION-TYPE 5, 25 REMOVE WOOD BENCH. SEE CLEAN WATER SERVICES DWG.NO.M. 02 INSTALL WATER METER ASSEMBLY AND SERVICE, SIZE AND LENGTH AS SHOWN IN SERVICE SCHEDULE, OSALVAGE. OREFERENCE AND REMOVE CONTROL POINT, CONNECT TO EXISTING, 10 CONSTRUCT STANDARD CURB, SEE CITY OF TIGARD DWG.NOS.180,520,AND 521. ROADWAY NOTES SEE DETAIL 3,SHEET C6.3. O JACKET,SANITARY SEWER PIPE IN 6'REINFORCED CONCRETE tt CONSTRUCT CURB AND GUTTER, 01, O CONSTRUCT STANDARD CURB, SEE DETAIL 2,SHEET C6.3. OIC OF THE WATER LINE CROSSING. SEE DETAIL 3,SHEET C6.3. li CONSTRUCT ASPHALT ROADWAY, O CUT,CAP AND ABANDON EXISTING WATERLINE. O CONSTRUCT CURB AND GUTTER, SEE DETAIL 2,SHEET C9.3. 0 CONTRACTOR TO POTHOLE EXISTING UTILITY AND COORDINATE SEE DETAIL 2,SHEET C6.3. to CONSTRUCT CONCRETE SIDEWALK, RELOCATION WITH UTILITY PROVIDER IF REQUIRED. O CONSTRUCT TALL CURB, MATCH EXISTING SCORING PATTERN D INSTALL 8"MJ GATE VALVE, SEE DETAIL 1,SHEET C6.1. SEE DETAIL 1,SHEET C6.3. SEE CITY OF TIGARD DWG.NO.503. O CONSTRUCT PEDESTRIAN CURB, to CONSTRUCT IMPACT SLAB AND TRANSITION OCONNECT TO EXISTING W MJ GATE VALVE. SEE DETAIL 2,SHEET C8.1. PANEL, eO INSTALL 6'X 8"TEE, 05 SEE DETAIL2,SHEET 9 CONSTRUCT ASPHALT ROADWAY, t5 MATCH EXISTING JOINTPOUR STANDARD THRUST BLOCK, SEE DETAIL 5,SHEET C6.1. . SEE CITY OF TIGARD DWG.NO.560. t8 INSTALL SALVAGED BIKE RACK AT EXISTING OCONSTRUCT CONCRETE SIDEWALK, LOCATIONOINSTALL 8"45°MJ BEND. . SEE DETAIL 1,SHEET C6.3. la CONNECT MJ GATE VALVE TO EXISTING 8"X 8"MJ TEE. O CONSTRUCT CONCRETE CURB RAMP, 17 INSTALL SALVAGED CONTECH STORMFILTER INSTALL 18"OF NEW PIPE AND THEN MJ GATE VALVE. TRUNCATED DOMES TO BE FEDERAL SAFETY RED, CATCH BABIN PER MANUFACTURERS SEE GRADING DETAILS AND ODOT RD900 SERIES STD.DWGS. SPECIFICATIONS WTH NEW SLOPED, tt STA 13+87.79,13.5U RT TRAFFIC-RATED FRAME,GRATE,&LID, INSTALL FIRE HYDRANT ASSEMBLY, O CONSTRUCT CONCRETE DRIVEWAY, SEE SHEET C9.2 AND C12.4. SEE CITY OF TIGARD DWG.NO.542. SEE GRADING DETAILS AND DETAIL 4,SHEET C6A. to RESET EXISTING UTILITY BOXIVAULTICOVER a STA 15+81.09,13.91'RT OCONSTRUCT DECORATIVE CONCRETE CROSSWALK, TO FINISH GRADE. INSTALL FIRE HYDRANT ASSEMBLY, SEE DETAIL 1,SHEET C6.2. t9 RESET EXISTING MANHOLE RING AND SEE CITY OF TIGARD DWG.NO.542. a to CONSTRUCT CONCRETE BUS PAD, COVER TO FINISH GRADE. 13 IRRIGATION SYSTEM POINT OF CONNECTION, SEE DETAIL 2,SHEET 06.2. SEE DETAIL 1,SHEET C9.3. SEE IRRIGATION PLANS+ o it CONSTRUCT ASPHALT TRANSITION, zo INSTALL SALVAGED BENCH. a� SEE GRADING DETAILS AND DETAIL 6,SHEET C6.1. 21 INSTALL 6I-DIRECTIONAL YELLOW TYPE I 17 CONSTRUCT LANDSCAPE AREA, MARKER. a SEE PLANTING PLANS. 22 MATCH EXISTING. !a t� CONSTRUCT STORMWATER PLANTER, 23 RESETCONTROL POINT AT REFERENCED k SEE UTILITY PLANS AND PLANTING PLANS. LOCATION. E 4 15 RESET EXISTING VALVE CAN,RING,AND COVER TO FINISH GRADE. to O RESET EXISTING MANHOLE RING AND COVER TO FINISH GRADE, "SO PROF- CONSTRUCTION DOCUMENTS RESET EXISTING UTILITY BOX TO FINISH GRADE. <C OINF j ,+f3� A F Revisions and Atltlentlums IN097' NGINEERING DIVISION SHEET 78 REINSTALL SALVAGED BRICK PAVERS, UBLIC WORKS DEPARTMENT CITY OF TIGARD GI.S a 3R Description Date No. B ! MATCH EXISTING CONCPATTERN,TE CENTURY v0"TNOO`ME 1"COMPACTED CONCRETE SAND OVER N �Q �°°�"°° "�°�'"��° i2S sw ""'I �-V° MAIN STREET PHASE 2 IMPROVEMENTS o5WEST ur&rxxt:fo.onsmx ARD. OREGON 9722)B"COMPACTEDAGGREGATE. P 'aooe elezlmorrkExce�J_�g_+111 OF 8.2 ..2. fGEf ! G '�BH]110 f#MlG —ORGO s2 94 r q "'/GD-0"G0VMASTER NOTES SHEET FILE NO ONE INCH(REF) DESIGN:JAJ DRAWN:A/F CHECK: ROV PR17 1 BID ON N C2.1,C3.1,C5.1,C7.2,C11.1,C13.1 C2.2,C3.2,C5.2,C7.3,C11.2.C13 2 _ f• 4R. EE. _ _ EE. _ _ _ . . . _ EE. _ _ _ _ EE. - *% C9.1 C9.2 1 '� I , ,;� + I 8+50 9+00 L''141 I 10+00 11+00 12+00 13+00 14+00 .- 15+00 18+00 17+00 '- 18+00 19+00 ECP `-` CP A2 SWNAW ST - .. " CP 93 I 1 \ I A o1E""E. _ _ - -�- - 4 ICJ 1 � In 10 1 I I" 1 =- ---- I + BASIS OF COORDINATES CONTROL POINT DATA TABLE ALIGNMENT DATA TABLE THE BASIS OF COORDINATES FOR THIS SURVEY WAS ESTABLISHED FROM A POST-CONSTRUCTION RECORD OF SURVEY(SN 32417,WASHINGTON COUNTY POINT# DESCRIPTION ELEVATION NORTHING EASTING ALIGNMENT SEGMENT# TYPE START END START END LENGTH DIRECTION RADIUS DELTA RECORD OF SURVEY),HATH VALUES INDICATED TO BE IN A LOCAL DATUM NAME STATION STATION COORD. COORD. ANGLE PLANE GROUND COORDINATES.COORDINATE DATA WAS COLLECTED VIA 1 SET MAG 162.343 651357.39 7619185.09 N:6512fi2.92 N:651505.02 CONVENTIONAL MEANS,WITHOUT THE REQUIREMENT OF SCALING DATA,AND 1 LINE 8+50.00 12+26.74 E:7619113.15 E:7619401.61 376742' N50°00'48 WE WAS ADJUSTED BY HOLDING WESTLAKE POINT#52 BEING A FOUND 518' IRON 2 SET MAG 164.155' 651472.80 7619363.02 2 CURVE 12+26.74 12+36.34 N:65150502 N:66151122 9.601• 1000.00' as°33'00 As- ROD WITH ORANGE PLASTIC CAP MARKED'HHPR INC' IN MONUMENT BOX AT E:7619401.81 E.7819408.13 THE INTERSECTION OF THE CENTERLINE OF SW MAIN STREET AND SW 3 SET MAG 174.435' 651723.56 7619899.17 MAIN ST 3 LINE 12+36.34 17+81.66 N:619409Y2 N:857865.64 95.318' N4B°27Y8.43'E TIGARD STREET AND ROTATING TO A BEARING BETWEEN SAID MONUMENT E:7619409.17 E:7679627.57 AND WESTLAKE POINT#51 BEING A FOUND 5/8' IRON ROD WITH ORANGE 4 SET MAG 184.520' 651921.75 7619831 73 4 CURVE 17+81.68 18+05.63 Ns4 N:est11235' 23971' 500.00' 02'4411.59' PLASTIC CAP MARKED'HHPR INC" IN MONUMENT BOX ON THE CENTERLINE E.:76191123.57 E:7fitasz3.s7 OF SW MAIN STREET. 51` FD IP 156.845' 651178.12 7619007.387 5 LINE 18+05.63 19+00.00 N:65188078 N:65198.60 94368' N5293'37.02'E E:7619823.57 E:7619916 13 52 FD IRO 158.62T 651261.02 7619108.141 COMMERCIAL ST(NORTH) 1 LINE 0+00,00 0+65.DO N.651418.71 N:651452.09 65.000' N59°0623.nw E:7619298,90 E 7619243.12 c BASIS OF BEARING 'CONTROL POINT#51 NOT SHOWN ON PLANS.LOCATION IS APPROXIMATELY 130' N:651498 59 N:651440.32 p COMMERCIAL ST(SOUTH) 1 LINE 0-00.00 0+80.00 E7619394.18 E:761914895 WOOD' 843°150428'E z SW OF CONTROL POINT#52 NEAR THE CENTERLINE OF SW MAIN ST. THE BASIS OF BEARING FOR THIS SURVEY WAS ESTABLISHED SCOFFINS ST 1 LINE 0+00.00 2+3000 N:651883.35 N:651716.31 210 000' 513°25'31.53'E BETWEEN FOUND MONUMENTS(NaCl#51 AND WCI#52)BEING NORTH NOTE: E:7619/1/547 E:762o09s7 50.3709'EAST(AS PER SN 32417). CONTRACTOR TO ESTABLISH SURVEY CONTROL OUTSIDE OF CONSTRUCTION ;Q LIMITS PRIOR TO REMOVING ANY EXISTING CONTROL POINTS. FS BASIS OF ELEVATION a� j HELD WASHINGTON COUNTY BENCHMARK#467 BEING FOUND BRASS DISK !� MARKED"TIGARD 1946'IN CONCRETE SIDEWALK OF HIGHWAY 99 BRIDGE g$ OVER RAILROAD TRACKS. 0 40' Be E �5 ELEVATION=193.676'NGVD29 EE SCALE V-40' eti°PBO� 100% DESIGN -SEPT 2021 -CONSTRUCTION DOCUMENTS "GINpF� Revisions and Addendums MPROJNO NGINEERING DIVISION SHEET I 3P Description Date Nc. B CITY OF TIGARD GL6 CENTURY PO .Ero scEUBLIC WORKS DEPARTMENT Spp 1E"°0"'SR0"D�a"'E'� slv.WN BLVIX 06 N wEsr 1WcU6f),�69= M4FD, CRE°°N 9722) MAIN STREET PHASE 2 IMPROVEMENTSVY82•DOE N O 1 N E E R 1NO 50.141E31EBOmJ/([•50J-6.4-07 1QF ya1u'em9c�xAK. 50J-624-0]52 94 SURVEY CONTROL AND SHEET LAYOUT FILE NO ONE INCH tREF) DESIGN:JAJ DRAWN'.AJF CHECK: RDV77 1 BID ON'. fp 1 p ` STATE FARM INSURANCE CO., 1 3 \ I NO LIMIT MARTIAL ARTS, ` \ YEN'S CHINESE RESTAURANT, 1 y EX SDMH#34111 - A I \ NEW SHOES PROFESSIONAL SHOE, & I 5 12245 SW MAIN STREET o C7 �\ MAIN STREET STAMP & STATIONARY I - ,�/- 12255 SW MAIN STREET '�� 1 _ ^r EX.CB#3461 ; s ` Lo EX CB#3343J � 4 � `�fII1I F N �� 3 � 10.06 '_ �- EX.SAMH#5269 SW MAlN ST g U 11,00 y.� _ _ o _ _ - - CP#2 12+00 $ II�_ 13i00 I 14a00 Q I EX SDMH#3574 EX.SAMHH#3588 0� I - - O -�~� -~ - - +r _ _ T - � W w `,\ rEx C e '_� FSC.SDMH#5208 I �� Y :, - >- ` 55 ss -W� ss _ ss a -- Z �_. ss ss --- - $s _. - - s�¢- STS uj MH#3575 __- II'_� F EX.SDMH#3905-/ I Q c T Iv . . F ♦. 'j I I N c #3553 O \\\\\\`\\\\�� C \\1 FX EXCB w U EX.CB#3895TD#1 I i Q ANTIQUE BARBERSHOP OREGON RIFLEWORKS 0° 04 I 1 EX.CB#5328 WAGS PET RESORT I 12290 SW MAIN STREET 12260 SW MAIN STREET °"- �' 4 'al v, 12230 SW MAIN STREET I 1 C1 I V1 y STORM SEWER DATA SANITARY SEWER DATA TD#1 TRENCH DRAIN #3598 CB a 4 GRATE=162.95' #3585 SAMH RIM=163.20' GRATE 0 NE END=169.56' IE(10'/CONC./NE)159.95' IE IN(10",PVC,NW)154.40' GRATE®SW END=168.92' IE(10"ICONC.ISW)159.95' IE OUT(1 O",PVC,NE)154.30- (UNABLE TO LOCATE PIPE(S) DUE TO MUD IN TRENCH) #3608 CB @ t GRATE=163.63' #5209 SAMH RIM=164.07' IE OUT(l U'lCONC.M)162.23' IE(10",PVC,SN/)153.96' #3343 CB C c GRATE=162.61' IE IN(8",PVC,NE)154.32' IE(1(r/PVC/N)159.41' #3895 CB®4 GRATE=164.29' IE OUT(10",PVC,SE)153.82' IE(87PVC/4V)159.96' IE IN(10"IPVCINE)162.29' IE(1V'/PVC/SW)161.69- #3411 SDMH RIM=162.95' IE OUT(107PVCIW1161.69' IE IN(10"IPVCINE)158.40' IE IN(18"IPVCISE)155.90' #3905 SDMH RIM=167.91' IE IN(10-IPVCS)156.25' IE IN(10-/PVC/NE)165.81' IE OUT(187CONCJNW)155.65' (2ND PIPE)IE IN(10"IPVCINE) 165.81' #3461 CB C c GRATE=163.01' IE IN(10"/PVCIS)165.68' IE OUT(I V'/CONCJSM 159.26' IE OUT(127PVCSW)165.61' k (POTHOLE REQUIRED TO 8 93563 CB a t GRATE=163.04' DETERMINE a IE(6-ICONC.SE)161.09 LOCATIONIDIRECTION OF IE(BYCONG INM 161.04' 10"IPVC/S) c (DIRECTIONILOCATION OF PIPE ESTIMATED.POTHOLE #5208 SDMH RIM=164.21' REQUIRED FOR FINAL IE IN(16'tPVC/NE)160.91' $ DETERMINATION) IE IN(12"/PVC/SE)161.06' IE OUR(15"/PVCS )160.76 t #3574 SDMH RIM=163.60' t' IE IN(19/CONC.)NE)159.20' 95328 CB Q 4 GRATE=165.25' 1 IE OUT(187CONC.SW)159.10' IE OUT(4"/STEELMV4)164.62' yI_ IE IN(8"ICONC RJW)159.30' (POTHOLE REQUIREDTO a� DETERMINE #3575 SDMH RIM=163.34' LOCATIONIDIRECTION OF PIPE) t� IE IN(18"/PVCINE)159.39' 8 IE OUT(187PVC/NW)158.94' SOUTH PIPE SEALED 0 20' 40' SCALE 1'=29' PRos CONSTRUCTION DOCUMENTS [?� 'INEf' Revisions and Addendums SHEET m ENGINEERING DIVISION CITY OF TIGARD 0y.7 c 7 Oestri ion Date No. B ' CENTURY °"'° ra 312516 WOMU&D�DEPARTMENT 07 ONS `///WE5T . .,, OWMY97223 MAIN STREET PHASE 2 IMPROVEMENTS QE a,2Go VOCE-505-579-4I7l FAX: 503-624-0752 94 6 NGS ' 'N"""�'RD-0F4OV EXISTING CONDITIONS - MAIN ST- STA 10+00 TO STA 14+25 FILE NO ! ONE I�) EXpIRE5:6/30rz02? DESIGN-JAJ DRAWN:AJF CHECK: ROV PROJ.N0: 97017 IBIOON: BOOMBA FIT LLC/ALL STOPS PIPES I 1 I' & DISCOUNT TOBACCO ACE SEWING & VACUUM ASIAN PEARL BODY & FOOT MASSAGE I TIGARD MAIN STREET CLEANERS 12215 SW MAIN STREET 1 12185 SW MAIN STREET 12175 SW MAIN STREET 12155 SW MAIN STREET , , EX.CB#4488 h EX.CB#4711 1 _ a � I CP#4 T __ ------ EX. _ _ - •c 6 � u-% e wort _ .- Ex.ca 04692 UI G n -- G __G--_t G ~ 00 SW MAIN ST 00 Z LLJ W .__.._.�,�, " _ 3 _ _ _ -_.-__ 5'Pa EX SDMH#5023 8+60 5Qt m W W-__ w-_ W w- w- EX.W MH it4522 W____ _w- w--w w w w O 1900 -� - �- F �- EX.SDMH#4017 m _ , 15+00 ��1 4 1 i J -_-- ----- Ws ,g1-. _._�_.�_. 11 t W ..S '- __- ..- _ _ - -._ SS _-_ gS .._ s F I _.K S �_-- SS �...Y''. -cS._-_. _ SS UW 4__ Y_ _.�._< _!:_ $S�scrr - SS SS --§ _'_ _ _ _ Sl 7 - T ,� -_... < m W _ ,sT__ E _- C -E7� /-� E _ _ E �- SXS �' MI t a Q I 1 v . _• �" r n GP#3--F- E -- E - E E -�-E E -�-�a` _^ #5�2 _ _ .. Y _ 5 Y 4 , m EX.CB It4696 " ,'.. .N EX.CB#4645 EX.SDMH#5027 N _ 11� Ex.CB#4012 T �� EX.TD#2 I� � ( _ m %� - _ � EX.SDMH#5009 I y1N EX.SDMH#60#5028 f j ,y EX.CB#6000) y s's UNITED STATES POST OFFICE //I I� AMERICAN FAMILY INSURANCE US BANK I! I I 1 12210 SW MAIN STREET A / ,' 12196 SW MAIN STREET yy I y 12160 SW MAIN STREET MCDONALD'S ' f I 21- 1 ' 12090 SW MAIN STREET y EX.CB!14818 I II c, 'yl I m.l I = STORM SEWER DATA SANITARY SEWER DATA n N� TD#2 TRENCH DRAIN #4939 CB Q c GRATE=184.21' #4522 SAMH RIM=175.13' GRATE Q NE END=174.45' IE OUT(12'7PVC44W)181.51' IE IN(8",PVC,NE)171.61' GRATE Q SW END-173.86 IE OUT(8",PVC,SW)171.56- I 1' yI IE OUT(4")171.9'(PIPE 7'NE OF 04949 SDMH RIM=184.26' I SW END,DIRECTION OF PIPE IE IN(15-18'INE)179.81' #5025 SAMH RIM=183.62' I II I I UNDETERMINED) (N PIPE SIZE ESTIMATED, IE IN IS,PVC,NE)177.77' Ikkhl^^^ ~ UNABLE TO DETERMINE TYPE) IE IN(8",PVC,SE)177.72- I •� I m I 1 #4012 CB a c GRATE=171.52' IE IN(12"IPVCSE)180.26' IE OUT(8",PVC,SW) IE OUT(10"/PVC/NW)169.27' IE OUT(CONC.INW)179.76' (UNABLE TO DETERMINE , ro I "' i r IEIN(SDMH RIM=171.75' SIZE OF W PIPE) IE IN 10"IPVCME)168.85' IE IN(10'RVC6E)168.8' 05009 CURB INLET FL N=185.45' IE OUT(197PVC/S"168.75' SDMH RIM=188.00' �I IE IN(19p1PVC/NW)169.5' IE(12"IPVCAJE)182.25' IE(12"IPVCSW)162.20' 04092 CB Q c GRATE=171.54' IE IN(8"ICONC/NE)169.69' 95023 SDMH RIM=181.56' y IE OUT(107CONCISE)169.79' IE IN(15-19"ICONC.INE)178.91' (N PIPE SIZE ESTIMATED) Sts STS - --- STs #4488 CB Q c GRATE=160.91' IE IN(10"/PVC/SE)179.21' e IE OUT(4"/STEELIE)180.06 IE OUT(1Z'IPVCISW)178.71' I EX.SDMH 04919 g/1 94645 CB(M t GRATE=181.36' #5026 SDMH RIM=184.18' IE OUT(10'/PVC/NW)179.46 IE IN(12'/PVC/NE)179.31' 8 IE IN(CONC.)SE)178.86' II h I #4696 CB®c GRATE=177,62' IE OUT(CONC./SM 178.86' I I I l e 9 1 [ IE OUT(4"STEELIN)176.78' (UNABLE TO DETERMINE SIZE EX.CB 94939 y E OF E&S PIPES) I• ��n`'!JrI� I v 44711 CB®4 GRATE=183.92' IE IN(10"IPVC#4W)180.11' I I 1 tlf IE(1(r"ISTEEL/NE)181.82- IE(177PVCiSE) 81.82'IE(177PVCSE)181.02' #5027 SDMH RIM=186.42' Ig IE IN(12"/PVC/NE)182.5 #4771 CB @ c GRATE=186.39' IE OUT(12"/PVCS)182.5' x IE(10'ICONC"SE)183.34' (INIOUT DETERMINED BY IE(10"ICONC.ISW)182.39' - OBSERVED FLOW) a Zo' 40' #4818 CB a c GRATE=183.48' #6000 CB k'Eg€ IE(24"ICONC.SE)178.73' NOT SURVEYED J� SCALE I^•24' IE(24"ICONGINV1)178.73' .A PRofE CONSTRUCTION DOCUMENTS � IN6 ENGINEERING DIVISION CITY OF TIGARD C2,2 � d P Revisions and Atldendums SHEET W 3 FF Description Dale No. B FOPnuaomcF PUBLIC WORKS DEPARTMENT N00`�0AS1°°D.""�"° 13123 SW HW.&W.. OF - 3"23S CEN � . PUBLIC OREWN9M3 MAIN STREET PHASE 2 IMPROVEMENTS yr ,4Y 6 2eo� �e wa.PlazlwaRa a E:WJ-639-4171 OF E N G I N E E P N G =N�S14FM FAX: 50.-624-0732 94 p `mm" Fr D' °°G I~.M.4RD-ORWV EXISTING CONDITIONS - MAIN ST - STA 14+25 TO STA 19+00 FILE NO 2f ONE INCH(REF) EXRIREsr eraMmzz DESIGN:JAJ I DRAWN:A/F I CHECK: ROV PROJ.NO: 97017 11310 ON: N (1 �) 10+92.00 m � % LT 55.88'LTO 10+99.56/.1 57.98'LTV m& 02 10«61.75 4 A(I 20 60.40-Ti580 189.880 8 4 51 42'LT 43.W LT D 4+ 71+08.610 1J14 14 53.61'LT 1 7 t+26 19 I 1%3) 4 2 20 0 z :_., N � 28 z5 -i 4 1 ? _ 43.Sfi'LTO V 15�� 7 DEMOLITION KEYED NOTES •. . .- - ,• \ N OSAWCUT PAVEMENT. 3 s 6 8 5 1 4 t2 1 ( ) C11 O SAWCUT AND REMOVE CURB AND/OR SIDEWALK. t_ O PRESERVE AND PROTECT IN PLACE. r- 3 4 Q V O REMOVEIRELOCATE SIGN, 10+OD 4 6, /$W MANN$T F- SEE SIGNING AND STRIPING PLANS. •u'11+00 _ .----=1 - - _ 9 1Y+00 13+00 14+00 LLI0REMOVE STORM STRUCTURE. 3 5 9 e e Z14 = O ABANDON STORM PIPE IN PLACE, J x REMOVE ALL PORTIONS WITHIN TRENCH LIMITS OF NEW UTILITIES.. =T. -. - 4 > - 3 s^ 5 s _ PLACE 18"GROUT PLUGAT EACH END. U w OREMOVE WATER METER. I _ / 39.50 RT e i 010«3s e3 •25 < , - 08 ABANDON WATER VALVE. 23 ea RT ie _ E _ w F 4 "� L I Q O9 ABANDON WATER PIPE IN PLACE, _' •I REMOVE ALL PORTIONS WITHIN TRENCH LIMITS OF NEW UTILITIES, �2)10+36 73 3 , - 1zT -+ 6 1z+e625/1 z 20 PLACE IB"GROUT PLUG AT EACH ENO. 1 -31.38 73 , J {. L 5 • 4 —3950'RT • 1s• 23 >_�i 5 I i 4 10 REMOVE AND SALVAGE HYDRANT ASSEMBLY, 1 1 z _-- - 21 y z 5 SEE WATER PLANS. 4 1a Oto+23.17 12 REMOVE AND SALVAGE BIKE RACK, 14 I I 12+93.58 10 tl.50'RT 1 12+31 a 12H9 61 48.o9'RTO I SEE PEDESTRIAN MATERIALS AND LAYOUT PLANS. 3 I 55.53'RT a 55.02'RTO 4 2 ,J12+6797 12«96,650 13 REMOVE PEDESTRIAN RIALS ANENCH, G 1 a 4430'RTO 46.40'RT 13+99.49 1 SEE PEDESTRIAN MATERIALS AND LAYOUT PLANS. O2 11«92.]4 I, 1 68.64'RT ]4.55•RT 1z«43.530 N I u INSTALL TREE PROTECTION FENCING PER CITY STANDARDS. m y` A 71.73'RT 0v w9.78 12+31.12 12+32,70 1s REMOVE LIGHT POLE, 74.15'RT 07929'RT 78.8TRT O SEE ILLUMINATION PLANS. O 18 REMOVE BRICK PAVERS. 3 20 REFERENCE AND RESET MONUMENT/PROPERTY PIN. In 21 REMOVEIRELOCATE IRRIGATION HEAD, (� SEE IRRIGATION PLANS. D OREMOVETREE. r- In 23 REMOVE AND SALVAGE FENCE, i SEE ROADWAY PLANS. O REMOVE TRANSIT SHELTER AND SALVAGE TO TRIMET, COORDINATE REMOVAL HATH TRIMET PRIOR TO CONSTRUCTION. 0 REMOVE WOOD BENCH. DEMOLITION NOTES 1. RELOCATE GAS, E COORDINATE RELOCATION WITH NW NATURAL PRIOR TO CONSTRUCTION, 2, DISCONNECT ANDABANDON UNUSED ELECTRICAL CONDUIT, SEE ILLUMINATION PLANS. e DEMOLITION LEGEND a ASPHALT GRINDING ASPHALT REMOVAL f p5 { CONCRETE REMOVAL CURB REMOVAL ' `mow ABANDON 9� Y o z0 41r R x SCALE 1'=2D' �4OPRF?°FF CONSTRUCTION DOCUMENTS �CIN F� Revisions and Addendums SHEET rQ ENGINEERING DIVISION E 3P Description Dale No. B CITY OF TIGARD CENTURY POFi`°OOFF�E ,PUBLIC WORKS DEPARTMENT C3.1 X00iN3 .a zn 13!15 S.W. HAU N.M. 09 py, 9N °o � wEST m, ■ 7 4M, CWF°°N9722J MAIN STREET PHASE 2 IMPROVEMENTS OF 8,20E X G N e E ! L N G :W!]l9wEw. V".-'503-639-4171 FA% 503-M4-OM 94 NO "'"`''"G'"°-°E``•°P 86 ONE INCH(REF) DEMOLITION PLANS - MAIN ST - STA 10+00 TO 14+25 FILE NO E%PIREB.Bn02022 DESIGN:JV DRAWN.Ad f CHECK: ROV PROD.NO:97077 BID ON_ ti JZDTLT\.�/ 0AS78,06-9103 M N'LT 16x5080 17+56{9 17-8152 241.57'LT015+0120739.33 LTO 076+819720 1 42.0P LT 12 �� acI 18,03.JOO 37.50'LTO \ I J7.50 LT s/ 3 18,59 81 {0.86'LT15 \� \� 3 f 3750'LT 1 7 12 \ 038]2LT • '� { '� 7 4 15 \W -CP#4 3 ey Lr) [n • • H _ _ _ _ _ _ _ DEMOLITION KEYE • ^.. 1 • i i.• i . • — — Z � ,. < —� _ ., _ . .• � — E D NOTES (� I .• - T_ -tILI _ 2 u O1 SAWCUT PAVEMENT. �1 3 18+943z OSAWCUTAND REMOVE CURB AND/ORSIDEWALK. M 5 ° 7, LT010� O PRESERVE AND PROTECT IN PLACE. 6 6- OREMOVEJRELOCATESIGN, G - G 3 6 _ SW MAIN ST 6 SEE SIGNING AND STRIPING PLANS. w 15+00 18.00 17+00 18+00 11.1 - - � f � 19+p0 OREMOVE STORM STRUCTURE. a 6 e OABANOON STORM PIPE IN PLACE,REM OVE ALL PORTIONS TRENCH LIMITS OF NEW UTILITIES, J 6 J 6 c s s 1 3 - { _- I6w�6s6 .00'k .T-k PLACE 18"GROUT PLUG AT EACH END. 1526.4787 iiJ�/ O REMOVE WATER METER. 5 3 6 -CP a3 / 3 3 _ - 18-7336(1) w - 6 ABANDON WATER VALVE. 17:• '•E. '.' �-+ �}-°v.,' . 3 (x5)' ., r' • 8 4 .E•'.- { E E Z0 - .e - C I� R T --•i �9 ABANDON WATER PIPE IN PEACH END. LIMITS OF NEW UTILITIES. • •. ' i 5 •' e 3 REMOVE ALL PORTIONS WITHIN TRENCH 5 N PLACE 18"GROUT PLUG AT 4 r _ - _ 4 5` `1v 7 - 4 7 4 .L _ _ v _ 16,59.560 l �> { ao H 6 T{ - - J _ 19 REMOVE AND SALVAGE HYDRANT ASSEMBLY, J! 1.. 15,1161 42.00'87 m l 3 _. 3 ,„- IS 2827 5 �- 13 / SEE WATER PLANS. 3 (x3) O �_ 15,40280 A c. A 3 19 { 17 A 38 00'RT 8.00'RT I 12 16,BB.37 / 18+66.75 1 4sa3'Ri 10 2 Iii I O � � ,,, / O� a REMOVE AND SALVAGE BIKE RACK, 42.191 RT _ 3912-RT - Ot5775.52 1a 261615 u f J 20 SEE PEDESTRIAN MATERIALS AND LAYOUT PLANS. 16+65560 1 45.73'87 016,17.72 O,�.pRT i 48.1587 1 u II e.esl•ar 1 IS t-6LT0 t3 REMOVE AND SALVAGE METAL BENCH 4747'RT I 5 1 SEE PEDESTRIAN MATERIALS AND LAYOUT PLANS 3 t{ INSTALL TREE PROTECTION FENCING PER CITY STANDARDS. I 11 �� 15 REMOVE LIGHT POLE, I . I SEE ILLUMINATION PLANS. IWO 1a `� - t6 REMOVE DETECTION LOOPS JUNCTION BOX. 1Oo "I n RELOCATE GUY WARE AND UTILITY POLE, g COORDINATE RELOCATION WITH PGE PRIOR TO CONSTRUCTION. I T 3 f8 REMOVE BRICK PAVERS. I His REMOVE WALL. OREFERENCE AND RESET MONUMENT/PROPERTY PIN. OSALVAGE. 4 r I41 DEMOLITION NOTES 20t 1,6112 O 1. RELOCATE GAS, 3 I t6n3 LT N COORDINATE RELOCATION WITH NW NATURAL PRIOR TO �. CONSTRUCTION. •_ 1+6310 2 I92'RT F--21'17'LTO 2. DISCONNECT AND ABANDON UNUSED ELECTRICAL CONDUIT, a �' 'I. ' SEE ILLUMINATION PLANS. g 018.91'87 I' ~ 1.fiJ 1350 F fiG 13.62'LT N O17 7..500'87,RT _ 1 DEMOLITION LEGEND —`-- - 11 - SfS--- STS---- STS— -- ST8 ASPHALT GRINDING ASPHALT REMOVAL i l 14 / •• CONCRETE REMOVAL �3 O18.e4RRT I 3 �1 2x17 50�1 < �y CURB REMOVAL + 3 15.M LT 9 ABANDON ti e� d 0 20' 4n ?!{ss SCALL 48 00PRGpE, CONSTRUCTION DOCUMENTS aGINq Revisions and Addendums ENGINEERING DIVISION SHEET PUBLIC WORKS DEPARTMENT CITY OF TIGARD C3.2 u 3 Desa tion Date No. a CENTURY `w MX a6oO SM ON WO/WEST ,RGRD. OREGO 972223 MAIN STREET PHASE 2 IMPROVEMENTS 'aF f w e r. 8 8 e r. a smcvnmfn>r FD/CE. 503-BJ9-Illi FAX: 303-624-0752 94 a `J r o. v 6 RN671G4RD-°R.W DEMOLITION PLANS - MAIN ST - STA 14+25 TO 19+00 FILE NO 5 ONE INCH(REF) EXPIRE5�61302022 DESIGNIA/ I DRAWN:AJF I CHECK: ROV I PROD.NO'. 97017 1810 ON: R R 5.5'3 W 172.D' 2.0' EW SIDEWALK FURNISHINN G ZONE FURNISHINHIN G 20NE SIDEWALK 12"TRENCH DRAIN, 4'TRENCH DRAIN, I SEE DETAIL 1,SHEET C12.2 SEE DETAIL 1,SHEET C72.2 1.0% 6"PCC.OVER 6"PCC,OVER 4"PCC,OVER 4'AGG BASE, 4"AGG BASE' CURB AND GUTTER, 4"AGG BASE' SEED DETAIL 1RG BASE, ,SHEET SEE DETAIL 1,SHEET C6.3 SEE DETAIL 2,SHEET C6.3 CURB ,SHEET TER7 I SEE DETAIL 2,SHEET C6.3 VARIES, 6.0' 17.0' 17.0' 6.0 1 0.0'708.5'3 SIDEWALK PARKING L5 1.5 PARKING SIDEWALK 1 1 2D' 7.5'LEVEL 3.Y2 INCH L5"LEVEL 3,X INCH 2.0' ACP MIXTURE ACP MIXTURE o I 1.0% 2.0_%(TVP)' 2.0% � 1.Ok 1 I 4"PCC.OVER 4"AGG BASE, rL SEE DETAIL 1,SHEET C8.3 12"AGG BASE I 12"AGG BASE 4" OVER 4"AGG CURB AND GUTTER, SUBGRADE I SUBGRADE CURB AND GUTTER, SEE DETAIL 1,SHEET C6,3 SEE DETAIL 2,SHEET C6.3 GEOTEXTILE GEOTEXTILE SEE DETAIL 2,SHEET C8.3 6.96.01 X5.5'3 SIDEWALK 17.0' 2.0' 9.5' 9.5' 2.a 17.0' - SIDEWALK 18.5' 11.0 11.0 I _ STORMWATER PLANTER OR 16.5' LANDSCAPE AREA(SHOWN) TRAVELLANE TRAVEL LANE STORMWATER PLANTER(SHOWN)OR �1 _ I LANDSCAPE AREA 1.0% SLOPE VARIES 2.0% 2.0%_ 1.0% s I I 4"PCC,OVER 4"AGG BASE, 12"PLANTING TPEDESTRIAN CURB, SOIL MIX 7.5"LEVEL 3,Y,INCH 4"PCC,OVER 4"AGG BASE, SEE DETAIL 1,SHEET 06.3 ACP MIXTURE SEE DETAIL 1,SHEET C6.1 12"AGG BASE SEE DETAIL 1,SHEET 08.3 SUBGRADE THICKENED CURB AND GUTTER, CURSANDGUTTER, GEOTEXTILE TALL CURB, SEE DETAIL 2,SHEET C6.3 SEE DETAIL 3,SHEET C8.1 SEE DETAIL 1,SHEET C8.1 STORMWATER PLANTER SOR AS OTHERWISE SHOWN, SEE DETAIL 1,SHEET 12.1 EE ROADWAY PLANS. TYPICAL SECTION-MAIN ST 1 1'3 C4.1 VARIES(0.0'TO 4.0') 8 I LANDSCAPE AREA I I 10'43 SIDEWALK 2.0'►1�10.5' ( 18.5' 2.0 SIDEWALK 1 Ii 12.0' 12.7 8.a 1,0' RAVELIA' 1.0%_ VARIES 1.0%_ 1.0 T O S%040% TRAVEL LANE PARKING LANE 3:1 DAYLIGHT VARIES, 3:1 DAYLIGHT - I 3.3%705_.0% +11.0' _1.0% I $ 7.5"LEVEL 3,Y2 INCH I 2"MIN.GRI NO, 1 I 4"PCC,OVER 4"AGG BASE, PLANTING/ ACP MIXTURE,OVER 4"PCC,OVER 4"AGG BASE, SEE DETAIL 7,SHEET C6.3 STORM WATER OVERLAY AS NEEDED TO ie 12'AGG BASE MATCH FINISH GRADE SEE DETAIL 1,SHEET C6.3 F SOIL MIX 7.5"LEVEL: y,INCH ACP MIXTURE,OVER CURB AND GUTTER, a CURB AND GUTTER, 12"AGG BASE SEE DETAIL 2,SHEET C8.3 SEE DETAIL 2,SHEET C6.3 d TYPICAL SECTION-SCOFFINS ST � SCALE 1"=3 PROFF CONSTRUCTION DOCUMENTS �� a01N6P Revisions and Addendums SHEET F ENGINEERING DIVISION e 3 Desai lion Dare Nc. e PUBLIC WORKS DEPARTMENT CITY OF TIGARD C4,1 CENTURY xssa9.sxrt so 13,15 S.w /NLL eL% I ON 9///wEST YlGWO. ORCWN97223 MAIN STREET PHASE 2 IMPROVEMENTS OF 8,20 E ra G N E [ v w G wmeinoru WfOf 503-639-1171 FAY. 503-624-0752 94 jj `� FY o. v "" 0-a'•0°P TYPICAL SECTIONS FILE No Ff ONE INCH(REF) EXPIRES:6/3&2072 DESIGN:JAJ DRAWN:AJF CHECK: RDV PROJ.N0: 97D 17 BID ON: 1 O 1 STATE FARM INSURANCE CO., II SOUTHWEST OFFICE SUPPLY I / 3 NO LIMIT MARTIAL ARTS, 12245 SW MAIN STREET \} 6 R1 1 SEE SHEET C5.4 FOR SW COMMERCIAL ST YEN'S CHINESE RESTAURANT, 13 A 20 1 NEW SHOES PROFESSIONAL SHOE, & CENTERLINE AND CURB RETURN PROFILES eI �;\ zo V 2 MAIN STREET STAMP & STATIONARY 1 I 1 '✓ `�, a zo e 12255 SW MAIN STREET 1 20 I r • t 20 z0 �,.1' k '•.�. `le tt a z6 \\\ s zo 6 6 11 6 a •® is s r 7t• + -:' _ _ _ - - •� ® I N 20 2 .. z to 3 •, 4 '• •• ' N ROADWAY KEYED NOTES a 6 ° a tri (� Qi CONSTRUCT STANDARD CURB, 15 1a ® 8 r •,.. 13 2 13 2 Q 10+00 SEE DETAIL 3,SHEET C6.3. .F ;•.•,•.'.'. ' ' '•••11.00 is (X2):..•.•. 12.00 ® s r �' SW MA/NST la q) O2 CONSTRUCT CURB AND GUTTER, is 13+00 a ® 14 14+00 Is 1 Lu O Lu w SEE DETAIL 2,SHEET C6.3. 20 a r H e 2 13 a 1a 1 Z = OCONSTRUCT TALL CURB, IB to 16 " t r 16 1a 1s •.{ }.i S ` �1 O SEE DETAIL 1,SHEET Cal. 6 z zz I I 3 6 16 z u Y v J a CONSTRUCT PEDESTRIAN CURB, < 1r to I 1s �jC2 Is V w SEE DETAIL 2,SHEET C6.1. 6 tI 4 a 7 7 ° •ti co O CONSTRUCT ASPHALT ROADWAY, za = a 6 • Q SEE DETAIL 5,SHEET Cal. • _° _ � r o +-. t a• a a 1 O CONSTRUCT CONCRETE SIDEWALK, _ _ SEE DETAIL 1,SHEET C6.3. ^�' O CONSTRUCT CONCRETE CURB RAMP, 1L s I 4 1 6 ` __ __ z \,< � _ Is I� 3c TRUNCATED DOMES TO BE FEDERAL SAFETY RED, 120r B 1 20 6 ----1 '/ 6 1a tt SEE GRADING DETAILS AND COOT RD900 SERIES STD.DWGS. -7 / 13 20 13 a 20 1J I I 4 6 i / YO I OB CONSTRUCT CONCRETE DRIVEWAY, \� AV�VwAAVAAV�LAA�Ai ' /z0 I m I SEE GRADING DETAILS AND DETAIL 4,SHEET C6.1. SEE SHEET C5.4 FOR SW COMMERCIAL ST Oa CONSTRUCT DECORATIVE CONCRETE CROSSWALK, ' 1 CENTERLINE AND CURB RETURN PROFILES SEE DETAIL 1,SHEET C6.2. a I O ANTIQUE BARBERSHOP 11 CNSTRUCT ASPHALT TRANSITION,OREGON RIFLEWORKS b:r 3 WAGS PET RESORT I 12290 SW MAIN STREET 12260 SW MAIN STREET 1' zo A s 12230 SW MAW STREET SEE GRADING DETAILS AND DETAIL 6,SHEET 06.1. I I I 0 I 1 1J CONSTRUCT LANDSCAPE AREA, D 1 SEE PLANTING PLANS. I y I I u CONSTRUCT STORMWATER PLANTER, -1 SEE UTILITY PLANS AND PLANTING PLANS. 75 RESET EXISTING VALVE CAN,RING,AND COVER TO FINISH GRADE. 76 RESET EXISTING MANHOLE RING AND COVER TO FINISH GRADE. 165 TRAN(2.0%TO 1.5%) 1.5% TRAIN(16%TO 2.0%) 185 17 RESET EXISTING UTILITY BOX TO FINISH GRADE. STA 12+63.48 TO STA 12+88.87 STA 13+22.41 TO LT PARKING LANE t9 CONSTRUCT THICKENED CURB AND GUTTER ADJACENT TO STA 12+86.67 TO STA 13+22.44 STA 13+43.83 CROSSSLOPE i STORMWATER PLANTERS, 160 _ SEE DETAIL 3,SHEET C6.1. { 1 - t --- ----- -- 180 20 MATCH EXISTING. „m m PVI STA.13+28.08 OREINSTALL SALVAGED FENCE. ry n ti f i j PVI ELEV:1B8.8b K.31.05 a n i$ O ° z4 ro N LVC:40.00 2"MIN.GRIND, ¢teq` .. n a $N- c ry 175 OVERLAY AS NEEDED TO MATCH FINISH GRADE. r Nn �o ay w'~' a &yro > > m > ft 0 W a m(�\ m Jw(7 J Pan aJ m w wow 170 ryt 170 EXISTING SURFACE oNMENT 011— AT ALIG 11 3.06% € \1 a ~w ?mw 105 —_ _ _ _ 1.77% _- 1.71% 165 • 160 _. — -.. _. .. 160 GRADE � FINISH G c j AT[ALIGNMENT `: �+' $I 155 cO u2 2 a 'o '1 0 VUSUU.(D U Gc2 0'LL CUU W W WILL LL W W WLL W LL 1--s-! W WLL 8 10+00 11+00 12+00 13+00 14+00 14+25 20, 40 k d MAIN ST PROFILE � H:V" 20' SCALE 1-•20' V:1'=5' �e£oPRO� CONSTRUCTION DOCUMENTS c?� 1�DINEF Revisions and Addendum$ CITY OF TIGARD HEE y, ENGINEERING DIVISION SHEET E¢ Descd tion Date NO. By @E CENTURY M"""°°iy t�y,�m PUBLICWORKS DEPARTMENT N $W//WEST « �� , 'TIU125 S.W GARD. ORE�9 w MAIN STREET PHASE 2 IMPROVEMENTS 72 p8 » W.11E]1100RitE OF ' e,20 1`` E N G , . E E c 1 N o ="e OFM MACE. 507-6J9-Fllf 1 (FY F 94 D v0� ~..nGwo-ow.Gov ROADWAY PLAN AND PROFILE - MAIN ST- STA 10+00 TO STA 14+25 FILE NO �f ONE INCH(REF) EXpIREs:6/302022 DESIGN:JAJ DRAWN:Ad F CHECK: ROV PROD.NO: 97017 BID ON: 1 i - I BOOMBA FIT LLC/ALL STOPS PIPES I ACE SEWING & VACUUM ASIAN PEARL BODY) TIGARD MAIN STREET CLEANERS & DISCOUNT TOBACCO 12185 SW MAIN STREET & FOOT MASSAGE 12155 SW MAIN STREET 12215 SW MAIN STREET I 12175 SW MAIN STREET A' 2U 20 q 11 20 zo .,( SEE SHEET C5.3 FOR SW SCOFFINS S7 1CENTERLINE AND CURB RETURN PROFILES 6 20 1 20 11 20 q 20 20 11 20 - 4 24 6 1 r-- q 3 11 q --_ N I 3 20 ,. • • Lj _ � Uj °'.'. ' - 4 s 3 ; u s z s '�. . _ ROADWAY KEYED NOTES - - .c 13 2 14 1q II 13 OCONSTRUCT CURBAND GUTTER, 23 Q V + 2 SEE DETAIL 2,SHEET C8.3. Y I� za O7 CONSTRUCT TALL CURB, W z s '•15.00 7 t0 _ ® - 16+00 _e zO _1s $W MAIN$T - 17+00 _2 a _ 1s ® . - 18+00® 5 - - 6 SEE DETAIL 1,SHEET C6.1. W s ' z ~ 13 ~ 1~ 7 $ r� - -1900 OCONSTRUCT PEDESTRIAN CURB, 2 T 0 9 7 T 8 2 8 9 X Z t4 tq 16 9 SEE DETAIL 2,SHEET C61. n to 1 rCONSTRUCT ASPHALT ROADWAY, SEE DETAIL 5,SHEET C61. W 62 T a4L63 2 6 q e •. 3 2 6 '•• q• �.. 18 16 2 20 O6 CONSTRUCT CONCRETE SIDEWALK. SEE DETAIL 1,SHEET C6.3. C - CONSTRUCT CONCRETE CURB RAMP, •• - n ? cn 1 - TRUNCATED DOMES TO BE FEDERAL SAFETY RED, �"•,•',"'? - �'""-' •` ` s _ 20 SEE GRADING DETAILS AND COOT RD900 SERIES STD.DWGS. ---- •----- CONSTRUCT CONCRETE DRIVEWAY, J �y,. j 13 q zo 13 q i i - 20 A 1a` 11 q 20 13 6 13 -- SEE GRADING DETAILS AND DETAIL 4 SHEET C6.1. L_...... �_ _� 20 20 8 20 m � I .• � 6 -� - -" 20 13 V'� I 1 11 1 ;°• 15 : CONSTRUCT DECORATIVE CONCRETE CROSSWALK, SEE - 1 I F - y ' � � 10 CONSTRUCT CONCRETE BUS PAD, UNITED STATES POST OFFICE �M12196 FAMILY INSURANCE US BANK s ) to 1 12210 SW MAIN STREET 12196 SW MAIN STREET 12160 SW MAIN STREET y 1 SEE DETAIL 2,SHEET C6.2. �AVAA 1t CONSTRUCT ASPHALT TRANSITION I R OD •O •F 'SHEET C5.3 SEE GRADING DETAILS AND DETAIL 6 SHEET C6.1. I • SH SEE CONTINUATION (5 CONSTRUCT LANDSCAPE AREA, SEE PLANTING PLANS. 14 CONSTRUCT STORMWATER PLANTER, TRAN(2.0%TO-0.1%) LT PAV_E_M_E_NT1 SEE UTILITY PLANS AND PLANTING PLANS. PVI STA:17+91.18 STA 18+24.51 TO STA 18+84.32 CROSS-SLOPE PVI ELEV:182.23 t5 RESET EXISTING VALVE CAN,RING,AND COVER TO FINISH GRADE. 2W K 4.07 200 18 RESET EXISTING MANHOLE RING AND COVER TO FINISH GRADE. TRAN 1.0%702.0%) TRAN TO 1.5°/. 1.5% TRAN 1.5%TO 2.0% I LVC:20.00 ( ( ) 17 RESET EXISTING UTILITY BOX TO FINISH GRADE. LT PARKING LANE m m r STA 15+07.29 TO STA 16.318.08 TO STA 16.345.87 TO STA 16+61.96 TO CROSS-SLOPE STAy�15+18.40 STA 16+45,87 STA 16+61.98 STA 18+95.93 PVI STA:18+34.51 'I 1e REINSTALL SALVAGED BRICK PAVERS, I I m m b PVI ELEV 18544 MATCH EXISTING PATTERN, __ _ �..._. .. ui $ifi K:407 195 1"COMPACTED CONCRETE SAND OVER 195 - _ ---- Gi U ro i > LVC 2000 6"COMPACTED AGGREGATE.FM STA:17+1.56 w ^ m II 19 CONSTRUCT THICKENED CURB AND GUTTER ADJACENT TO PVI ELEV.178.94 PVI STA:17+83.18°1 w 1- e d vmi K 1.43 PVI ELEV:181.71 w "' a°+ ° STORMWATER PLANTERS, LVC:60.00 m n6` h SEE DETAIL 3,SHEET C6.1. _,... __ K:4.37 3 ui iu ro __-___- - -- - _ __ n 190 - m a ! LVC:20.00 LL j O 190 2a MATCH EXISTING. m a n c O'm m w 3E83;A 2t CONSTRUCT 5'WIDE CONCRETE STAIRS,T=11",R=5" ' la 'w i m U w F i EOL 1.50% .75% SEE ODOT STD.DWG.RD720. 185 - - --U --- -. ---.U m w w w ' ` z 4� ` m 185 23 CONSTRUCT CONCRETE SIDEWALK UNDER BUS SHELTER, -._ +.._ ___---1-__. ___ _ -.- r .. r � ____.- ___Tf r m n I EXISTING SURFACE f w m> N> 6"PCC OVER 4"AGGREGATE BASE, AT ALIGNMENT ( BUS SHELTER TO BE INSTALLED BY TRIMET. wm^ G.B.(1.0%) 2 vi 150%c D m M 16016D f k m ¢ G.B.(1.0%) PVI ELEV.185:2 > w m w w 175 _. .�w -__ 3.20% -.._. AT i ALIGNMENT _ _ PVI STA.18+6.9 175 m m w HGRADE 8 W ------ -"""- 41 T - AT[ALIGNMENT - •: � 8 f`,S4 F ED K:8.89 !I - LVC:20 DO 170 _myO m p m_ 170 w-E Ro m a m O p f 66 E0nr mm m w c0 o c0 cz c9 w O mi0 c5 t0 W c2 cz w t0 c2 p,c2 c�c� c0 m!c0 cz cz LO c2 r, 6 W LL W LL W LL W LL WILL W LL LI LL W LL WILL LL W LL lal LL W LL LI LL 41 LL W LL W LL W LL w LL 14+25 15+00 16+00 17+00 18+00 1I 19+00 6 0�. MAIN ST PROFILE TRAN(2.0%TO 1.8%) TRAN(1 6%702.6%) RT PAVEMENT STA 18+11.99 TO STA STA 18+48.55 TO d SCALE I 2D' H:V=20' 18+48.55 STA 18+74.00 CROSS-SLOPE r12M3PE`N OS V:1'=5. CONSTRUCTION DOCUMENTS jE Revisions and AddenAums CITY OF TIGARD SHEET Descri lion Date No. B ENGINEERING DIVISION C5.2 Eoaluxcma PUBLIC WORKS DEPARTMENT ADDENDUM UO2 11!04121 1 JAJ CENTURY n%R..R:v ultEao •1.31.15 sw nuc acro. 13 OREGON � WEST u mftwmmov �- 1,�, 97223 MAIN STREET PHASE 2 IMPROVEMENTS ` Metro �9 8,2�S E N G I N E E E I N c R3a09n1XiE� W/CE 503-639-752 OF F D YO -C&GOOV, 94 � ROADWAY PLAN AND PROFILE - MAIN ST - STA 14+25 TO STA 19+00 FILE NO �! ONE INCH(REF) EXPIRES: DESIGN:.)AJ I DRAWN:AJF I CHECK'. RDV PROD.NO: 97017 BID ON: 1. A 195 -a 1-0 I, m o g 1ss +mpm 1Np pQ HII r11 II +4, p pN \\\\ 133 (°> Q^ate 11 IPA DO A 190 C7 d w'.. w>Er/1 LDw Lj N(m7 n Nfm.0 II . IQmE-J--0w°j a 190 Ex 380 1.18% %185 3.5 ` .12% 185 i1-1.02% II RFACSUEBp180 Ii IIIII F / ryryNo IiI no o+O EXIS I NE CORNER III1 FINISH GRADE \� c j �' \ MALD'S - - J SW M I 12090 SW MAIN STREET a a I •w `� a 1+00 0+00 o 2c SCOFFINS ST&MAIN ST-NE CORNER PROFILE 0 00 205 205 I.. m 0+00 1+00 13 �� z - �.`\ X2+00 2+30 ROADWAY KEYED NOTES 1 SWSCOFFINSST b +76, + - - - „ z V� `, �� za (DCONSTRUCT CURB AND GUTTER o . SEE DETAIL 2,SHEET C6.3. ., 1 00\ 1.25 1+50 1+75 2+W ` z+ 2pp ------�- 200 � O' •, --- BO CONSTRUCT CONCRETE SIDEWALK, PVI STA:1+58.89 . I o .'�` •' + SEE DETAIL 1,SHEET 06.3. PVI ELEV:181.98 ' _ K:4.57 1 o. �. ,• ��o .... = 9 - 10 CONSTRUCT LANDSCAPE AREA, LVC:20.84 PVI STA:2+02.04 PVI STA 2+29.94 I " .. h r -w+--�- -� 6 ----------- SEE PLANTING PLANS. 195 _.._ �. _.._ ___.n a- ___-.-PVI ELEV:184.90 PVI ELEV:185.40_.. m __. 1a + 195 •J • 1 SLI / / ORESET EXISTING MANHOLE RING AND COVERTO FINISH GRADE. a n m K:4.72 K:4.91 �+ ® I 1 .' I US BANK PVI S �+ m T LVC:1763 LVC:22.14 Q I:.• SE CORNER ORESET EXISTING UTILITY BOX TO FINISH GRADE. TA:1+30.34� iEi m o En n n n r n �n - 1 12160 SW MAIN STREET 1 PVI ELEV:161.52 t° A ry^ mo c1 g m •� : ` I z4 MATCH EXISTING. 190 K 4.14 m _. w _. .8'+ �.�.. + 0°i t c7 w 190 1 ; 1 '• 1 24 2"MIN GRIND, •. •. ( STA0+51.65TOSTA2+17.49 + ' LVC.20.04 w FINISH IM ?UJi 1�. � E76 •R , I 1 ■ GRIND AND INLAY OVERLAY AS NEEDED TO MATCH FINISH GRADE. ,I m . y • : r n iZ GRADE m ! w>m w 570°b s 1 •,•,• o 185 w w w 4.33° 119% 185 1 1 I y �1 1 ��7 � 654 ..-_ __ w120% _ . EXISTING G.B.(3.1%) SEE SHEET C5.2 180boa% NSURFACE _ m -_ 180 FOR CONTINUATION G.B.(1.0%) o TRAIN(2.0%700.47%) LT PAVEMENTA CROSS-SLOPE ra a STA 0+73 38 TO STA 1+10.00 1+63.26 .00 2+00 2+75 195 - PVISTA:1+81.11 a 195 SCOFFINS ST&MAIN ST-WEST GUTTER PROFILE o 1 lml PVI ELEV:184.26 v m m K:103.57 „ H:1"=2(Y n o + LVC:20.00 '+`+ V:1'=5' o m n m 11 m ¢m 8 190 a Q ' 190 195 195 ¢� 1 r n r I I N 11 r Zn m> PVI STA:0+11.83 z E; r n N PVI ELEV:181.22 �n m �w �w FINISH GRADE m��w i ww4.30 `� m " r- r m ce Inw U L :10.49 m u1 `�+a n a $r� g m r O >m Zi EX. M1 m� n� Elia mm mN 2'°+ otO+ �ci nm 185 w 121%. 8 190 ' I m a m + p n m ° ° _ 0.85% 85 _ 11 m 190 0.25% mm�m Q� 0.69% o� Q' �II Q�Q` r II N° '-1.26°l0- - 1.00% um um_ rII r n rn _____ e °m o ui tii ti u n N w Bo> m o' 1°> EXISTING SURFACE m, 066% mw mw �w �w �w(jw ca Ojw EXISTING SURFACE } 185 Id m m w w L7 w rj w 185 180 - - - ----- 180 J a �w -1.D6%- - -0.69%-- - -73RAD a73%- - t 599-Xi0.5fi% -q p1% 5.6% TRASTA 0+9 TO J.28%) RT PAVEMENT 1 1.50% 1. D.94% 1 STA 0+66.52 TO STA 0+97.38 TO CROSSSLOPE i n STA 0+95.84 STA 1+63.28 g� 2.16% - rt+. - - 180 __ -_ -______. (_(JJ_____- _ __- 17$ tO E..l b yy N m 175 m W 'm� W mO [L Im W LL IVj LL y�j LL W LL yVj IL W LL W LL W LL V W R p+00 1+00 2+00 0+00 1+00 2+00 2+30 & SCOFFINS ST&MAIN ST-SE CORNER PROFILE SCOFFINS ST CENTERLINE PROFILE H:1"=29 SCALE V-20' H:1"=20' V:1=5' V:1'=5' y�"t°PR � CONSTRUCTION DOCUMENTS V ?°INFF Revisions and AddendumsSHEET c 3 Descd tion Date No. B ENGINEERING DIVISION CITY OF TIGARD CENTURY Fcm oar t 'PUBLIC WORKS DEPARTMENT 14 �:%WMIMS 3,75 S.W. ��. 14 tp ,� ON' 0 �y ; wesT x,„„g n ■. »�, OREGON 97223 MAIN STREET PHASE 2 IMPROVEMENTS OF E N G 1 I, E E R I u G YOS991�FRT NJICE.'50-45J9-071h2py Fax: �-07-OR.GOV 94 ° ° ' 1"""'°GAURDRDROADWAY PLAN AND PROFILE - SCOFFINS ST FILE NO ft ONE INCH(REF) EXPIRES:6lJ02022 DESIGN'.JAJ DRAWN.AJF CHECK: RD V PROD.NO: 97017 BID IDON ON: 175 ` g m g m 175 rn n ? 175 q� a� N" N>m> m> N° _ . r11 Nlo q'm° / 170 cm7w �w FINISH ,cow OJ L7w mw 170 +mQ� q� " Fr r n GRADE t°> N> 170 ¢> m I Clw(9 m m-i Ow 'y /µo 1.61% -2.36% m I w . / 165 _- ___.. 165 m� m EXISTING SURFACE ! . $ f r 2.04% L7 w G7 ... / 1.94% 1.77% ''� ° / 1.77% -1.20% EX. 1.97% _ 185 • / 0,14% 0.58% 0.71EXISTING 0.48% / •� •� �/ 160 ^ SURFACE 160 0.9s% + . (\NE CORNERvt$ m .. ...... -- . ..._.ro N +FINISH GRADE '_N_ n 180 v m m r N �� 1+75 1+60 0+75 S 3a a • . �o O.oO �0 COMMERCIAL ST&MAIN ST-NE CORNER PROFILE 1+00 2.00 3+00 3+25 R' - ry ® 0*25 F ~ 0. H:1"=20+ 87 COMMERCIAL ST&MAIN ST-NW CORNER PROFILE !. . o / _ O.5p V.V=5' TRAIN(0.3%TO-0.8%) _ +� SSC STA 0+43.12 TO LT PAVEMENT vi�s0 %- / ry r., 2+T5 : MER A ST7` STA 0+73.05 CROSS-SLOPE (3pVTA9 PVI STA:0+28.88 r � / 180 PVI ELEV:164.27 180 / pp / K.; yo Q••••. 3.25 K:5.64 r' ,y* ..D• I LVC0.00 STA0+25.03 , 160 180 / •'„$ t LOW PT : LOW PT.STA:0.42.42 `�' / E"tij LOW PT ELEV'.16435+2&03 LOWPTELEV:163.12 / / 0 ' k. / 1758 -� E 175 PVI STA:0+40.00 I •;• _ S' CORNER $ Em 175 PVI ELEV:163.10 ns � O K 21.60 .10 LVG 20.00 No 11 g� g� +O 70k >m- - -mow FINISH m 170 q ajw m99 99.. " a - -••,.•• TQ2 0 ,• / C U' GRADE U 170 _- ten 66 _ Ow Fn qit � 170 • ... �J ..:- -1.91 ED >w >m mw rn •,. M ® .:r �. ° • !;, _/� _-I___. 2,10% EX- 165 > U U (7 W W m C7 W 165 EX.0.35% -0.57%.._ 165 1+00 , '; 1+25 .',. t FNISH 145% 2.14% 012% GRADE •1,69% EXISTING 160 SW COMMERCIAL ST(NORTH) M.1 160 - suRFACE--- _. EXISTING SURFACE 0+65 0+50�, 0+25 •'.000 / , ` TRAN(-2.8%TO-300%) ! RT PAVEMENT 0+75 0+00 SSTA 5734�0 CROSSSLOPE COMMERCIAL ST CENTERLINE PROFILE(NORTH) .9+67 m� / 0+00 0+80 H:1"=20+ �uo ® / COMMERCIAL ST CENTERLINE PROFILE(SOUTH) V:1'=s SW CORNER / I • V:1'=5' PVI STA:1+76.49 rn m g g 175 175 0 ',• 175 N v PVI ELEV:183.04n 0 N 75 K:22.19 O O f m r g s m m m •/ m p 1� - LVC 30.00 bOY X17. �Oi r Oti Nm Q NM 11 Ip II 1D 11 m a +� m8�mmm / / II n LOW PL STA:1+78.12 m ry u q'q`q�F _ om. Oc om ol�olp oa' LOW PT ELEV:163.09 � nm q� SII 1-n �u N11 11 II�, 11 m N (V p 170 11 u m D m 170 0 170 - II n Q-. 1-II m>m>N>. u1 170 66 NII N11 111 F`q�Q� / / � 0 a d f 11 NII fn Gl a1w m�V' N 11 r11 H11 A m N> > m L7 7 W U m J cow d J 'i ad W N W O / U' V' d.° OI f0 m J m J FINISH E c7w c7w W(jwm >m - W GR1.43%IEX. C)w (7 _ 165 - EX. __.__._.. -1.05%-0.50% G 165 --- -- 165 -.... -060% 1.30% .2.06e4 / 0.18% -0.66% 00 °1 O.fi9% 1.53% _ 9 EX. 1.00-0.50% N i - -- 0B7% 0.15% 100%17 $y STING m 160 0 160 160 I ,° I O - �(. .SUIRFACE m 150 E FINISH m EXISTING "! 1 In In GRADE + SURFACE ,y r + + + + 0 ' '. It a I tF 0+00 0+75 1+00 2+00 3+00 3+50 8 COMMERCIAL ST&MAIN ST SW CORNER PROFILE COMMERCIAL ST&MAIN ST-SE CORNER PROFILE a 20 0+0' k H:1"=20' H:t"=20' V:t'=5' V:1'=5' SCALE 1--20• PROFE CONSTRUCTION DOCUMENTS [i SINE Revisions and Addendums m ENGINEERING DIVISION SHEET 1 3 Desw ion Dae No 6 CITY OF TIGARD CENTURY ° wln ow ,PUBLIC WORKS DEPARTMENT 1 5.4 p ON6 � aD� J12D, O MAIN STREET PHASE 2 IMPROVEMENTS 15 WEST ,]I)CE. 97221 •(�a 200 E N G I N f E E N G =SpI11DFY l9X.C: 503-639-41717W GF FAX: 501-I op co 5Y 94 iE `R FF ° """""�"0-DON: ROADWAY PLAN AND PROFILE - COMMERCIAL ST FILE NO 4E ONE INCH(REF) E%pIRE5:6l102U22 DESIGN:JAJ DRAWN:A/F CHECK: ROV PROJ.N0: 97017 81D ON: IDTH VARIES--may DRIVEWAY NOTES )V'R 5., ASPHALT OR WA I LENGTH VARIES gSPHALT OR �'�'R CONCRETE TRANSITION CONCRETE TRANSITION 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS. 14 ASPHALT TRANSITION 2. CURB JOINT SHALL BE TROWELED WITH A MINY2"RADIUS ALONG BACK OF CURB. FINISH GRADE 4" C 3. EXPANSION&CONTRACTION JOINTS SHALL BE "PREMOLDED ASPHALT IMPREGNATED BATTER ° - dI d MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE.3S VARIES 6 0' CONCRETE" ° -a 1% < CONCRETE c 4. DEFORMED 43 REBAR AT 12"EACH WAY.PLACE CLEAR OF AGGREGATE.TIE ALL BARS. 1" j e .1 ° 4"WIDE CURB OPENING, (TBD) WALK G WALK STORMWATER PLANTER 4 SEE NOTE 2 n` TOP SURFACE I ` • e STORMWATER • ' ` d j LANDSCAPE•+ LENGTH VARIES B�1 PLANTER . < e a . AREA ° ` I a ASPHALT TRANSITION \ \ 12%MA4 X • a ° I .. BOTTOM OF TOP SOILTALL CURB . 4 13.0'• e ADJACENTTO ° PEDESTRIAN CURB w - a - d " C STORMWATER PLANTERS, - a' - • e ADJACENT TO LANDSCAPE AREAS, • 4 e e e- ' 4•AGG BASE SEE DETAIL 1,THIS SHEET b CONCRETE i% d CONCRETE SEE DETAIL 2,THIS SHEET WALK a .► T5' '• j. • �' .^ WALK .. . . . - G a NOTES d ° - •� • e ° • ° ° t 1, FOR CONSTRUCTION NOTES,REFER TO CITY OF TIGARD • 12%MAX -' STANDARD CURB DWG.NO.125. ° • 1 ° - I ^ 4.0' ` 6"LONG VERTICAL .°d _ 1 ° e " CURB TAPER(TYP), 2. SEE DETAIL 1,SHEET C12.1 FOR CURB CUT LOCATIONS. ° ° 0"TO 4"EXPOSURE B NOTCHES SHALL BE 1"LOWER THAN THE ADJACENT SIDEWALK AND SLOPE TOWARDS THE FACILITY. - " - LENGTH VARIES WIDTH VARIES- LENS TALL CURB 1 L A 0 5' CURB AND GUTTER, SEE DETAIL 2,SHEET C6.3. THICKENED CURB AND GUTTER 5.3' WIDTH VARIES 5.a LEGEND V=1' ADJACENT TO STORMWATER PLANTERS, SEE DETAIL 2,SHEET C6.3. C6.1 E SLOPE 7.0%MAX SEE DETAIL 3,THIS SHEET (MAX 8.3%FINISH SURFACE SLOPE) TYPICAL SEPARATED SIDEWALK DRIVEWAY CURB-TIGHT SIDEWALK DRIVEWAY 1.=5' T, 5, 4"(TYP) UN LESS OTHERWISE NOTED, Yz"R 6 Yz"R ASPHALT SEE GRADING DETAILS FINISH GRADE TRANSITION, SEE DETAIL 6, ASPHALT FINISH GRADE da THIS SHEET TRANSITION • SEE DETAIL 6, 4"AGG CURB AND GUTTER, 4.0' 13 0' 6.0' VARIES EMBEDMENT DEPTH: - BASE SEE DETAIL 2,SHEET C6.3. CURB AND GUTTER, THIS SHEET 10"ADJACENT TO LANDSCAPE AREAS SEE DETAIL 2,SHEET C6.3. 7 5' VARIES 5"ALL OTHER LOCATIONS 12%M� 2.0%MAX -1.0% 8 A MAX 6" ROADWAY �� - ROADWAY 1,0%�fii/�A NOTEFOR /. .. . % TO CITY OF CONSTRUCTION EFER IGARD STANDARD CURB DWG.NO.125. AGGREGATE BASE NOM.COMP.THKN.-6" AGGREGATE BASE PEDESTRIAN CURB 2 NOM.COMP.THKN.-6" 1=r C6.1 TYPICAL SEPARATED SIDEWALK DRIVEWAY SECTION A-A TYPICAL CURB-TIGHT SIDEWALK DRIVEWAY SECTION B-B CONCRETE DRIVEWAY 4 C6.1 1"R -6' WIDE SE CURB CUT, 003,5 I SEE NOTE 7.5"LEVELF.INCH ACP MIXTURE g 1"BATTER 8 7 _ _ 4"LEVEL 3,$INCH d ACP MIXTURE e • d° 1"R 21" e 16" a L • W AGG 12"AGG BASE ;BASE BASE SUBt 24• IGGEOTEXTLE DEISEE AS OTHERWISE SHOWN, EXISTING SEE GRADING DETAILS SUB BASE afi THICKENED CURB AND GUTTER SUB 13ASF J 1"=1 C36.1 ASPHALT TRANSITION SECTION 6 NOTES TYPICAL PAVEMENT SECTION 5 N T S C6.1 " N.T.S. C8.1 g 1. FOR CONSTRUCTION NOTES,REFER TO DETAIL 2,SHEET 06.3. F CONSTRUCTION DOCUMENTS 2. SEE PLANS FOR CURB CUT LOCATIONS. a°j �a01 NFF Revisions and Addendums ENGINEERING DIVISION SHEET SEE STREET SIDE CURB CUT DETAIL 3,SHEET PUBLIC WORKS DEPARTMENT CITY OF T I GAR D C6.1 3 Description Date No. B 012.1 CENTURY ms o,su Era �13125 SlW Hk r &VI2. 16 N ��wesT u� ��m� : 1,�. OREGON 972.23 MAIN STREET PHASE 2 IMPROVEMENTS OF a,20� a w e e e i N c sm.�cenme MICE:50J-6J9-•17f 94 FAX' 503-6N-0752 • ' " .Tr1AtD-ORGOV ROADWAY DETAILS FILE NO 1f ONE INCH(REF) EXPIRES�5/30f2022 DESIGN:JA1 DRAWN:AJF' CHECK: RDV PROJ.N0: 97017 BID ON: • A 4Q '♦ • d 'd • + d ° e� 4 • oopO4 °°00 °°O y 4, d ° oO000 o° ° ♦ + 4, • NOTES - 1. CONTRACTION JOINT SPACING SHALL NOT EXCEED 15'. 2'X 2'SO SCORING PATTERN DECORATIVE CONCRETE CROSSWALK, I 3 2. EXPANSION JOINT SPACING SHALL NOT EXCEED 46. + (SEE SCORING AND JOINT NOTES), DECORATIVE CONCRETE, ° + DAVIS COLORS:TILE RED(#1117) i °. i CROSSWALK EDGE OF ACICONCRETE• i TRANSITION PANEL CROWN 3' ° 8' 311 C — �— • • ° --• - d 4 a EDGE OF AC/CONCRETE EDGE OF AC/PCC EDGE OF AC/PCC I I - e ° 3'• ° - + d + d ' TRANSITION PANEL �TRANSITION PANEL B ;�C d d 1 ° CONCRETE v c ° e m 1 B 111 + ° ° — AC TRANSITION PANEL +- d BUS PAD ° a d — I — CROWN +. • ° , - v I • _ _ ° <d CURB AND GUTTER SCORING AND JOINT NOTES A I 1. PROPOSED SCORING SHALL HAVE A MINIMUM DEPTH I • d • I A C OF Y4 INCH AND A RADIUS OFYs INCH. • I G ' • • ` e ° d 2. LONGITUDINAL SCORING SHALL BE MADE PARALLEL I • • - d ° a ° ° , °d TO THE ALIGNMENT OF THE ROAD. I ° + ♦ d m • 3. SCORING PATTERN TO BE SUBMITTED BY THE G I • ° • • 4 ' CONTRACTOR AND APPROVED BY THE ENGINEERC" + + ° • • " ° ° 4 a PRIOR TO POURING CONCRETE. AC I PCC •- I AC 4. CONTRACTION JOINT SPACING SHALL NOT EXCEED 16. DECORATIVE PLAN CONCRETE 1"=5' 5. EXPANSION JOINT SPACING SHALL NOT EXCEED 45'. I a I CROSSWALK PAY LIMITS a 51.0'(WESTBOUND) 3' 54.0'(EASTBOUND) TRANSITION PANEL LEVEL 3,Yz INCH 4 2D"LONG SMOOTH, 94 REBAR 24"O.C. 20"LONG SMOOTH, #g REBAR 0 3 ACP MIXTURE d EPDXY COATED#10 (BOTH DIRECTIONS) EPDXY COATED 910 DOWELS 12"OIC DOWELS 17'OIC EQUAL SPACES • 2"MIN. ROUGH 000000 °• ° ° + SLOPE VARIES PCG 2" CLR FINISH °ppO d•. d e°' 6" d• •• � d G � 6' 75 4. + 1x111 11111111111 w • r.w....•1� w•.•.•....•.. ° ...... ........ .............4........4.1 d.•unxlx x�•a..xx..: 6.. d • + At7dr ,3"CCR Q ° 3 3"CLR) "CLR ( 112" ° - + d . - (TYP) Q (TVP)7Q (TYP) 7.5" -mak PLAN 1'=5 CONSTRUCTION CONSTRUCTION M REBAR 0 JOINT CRUSHED-/ JOINT 12"OIC AGGREGATE,1"-0 SECTION B-8 PAY LIMITS 1"=1' CURB AND GUTTER, 3' 3' SEE DETAIL 2,SHEET C6.3 TRANSITION PANEL 6 TRANSITION PANELV INCH PAY LIMITS , SIDEWALK "2 20"LONG SMOOTH, 20"LONG SMOOTH, #9 REBAR 0 3 ACP MLEVEL 3IXTURE flCONCRETE y F #9 REBAR(M3 EPDXY COATED#10 94 24"O.C. EPDXY COATED#10 EQUAL SPACES F EQUAL SPACES DOWELS®12'OIC (BOTHH DIRECTIONS) ppWELS 0 12"OIG € ROUGH COLORED PGG 2"MIN. ROUGH PCC + - E FINISH SLOPE VARIES 2" CLR FINISH 4 1/111111 - 12 ° ° 4 dY - 'l-Imi 111111 IYllmill ° + ♦ 4 °..8xx x.x.xAl Iw. w...w...w. 4 w.x,41tL.,..wx+ - .....x R..x .dt .. 6" �.. .e..�........a. S • � d 4 + 8 x.a x x ° . w��w + .ww.wx. .axw 4 ' n...y4 vxx. • l.x<. ° 4�' ° f Q Q ° Q 3'CLR (3"CLR / 12 76" Q • 3..CLR 12' 3"CLR LIC Q Q O Q M(TYP) (TYP) 7.5" (TYP) Q Q Q (TYP) Q a #5 REBAR a CONSTRUCTION #5 REBAR® 04 REBAR 24"O.C. i 12'.(3Z CRUSHED JOINT 12"O/C (BOTH DIRECTIONS) CRUSHED AGGREGATE,1"-0 SECTION A-A SECTION C-C AGGREGATE,1'-0 t� CONSTRUCTION 1"=1' JOINT CONCRETE BUS PAD 2 k DECORATIVE CONCRETE CROSSWALK C6.2 C6.2 p PRopF CONSTRUCTION DOCUMENTS °INPF Revisions and AddendumsSHEET ENGINEERING DIVISION Desa tion Date No. By � CITY OF TIGARD C6.2 %r y///CENTURY � s PUBLIC WORKS&W,DEPARTMENT Doe �y % WEST Sm,5T1]lORlcefE' ■ �"7 .5OW�97722 MAIN STREET PHASE 2 IMPROVEMENTS of 2e .J` E R o I M E E e 1 N o -'�n�oF �: �3-G4-075/ B Y' FM. 50.7-63-4171 94 tt `mm" �` ° -4 "M1114F0-GRGGV ROADWAY DETAILS FILE NO FE UNL INCH(REF) EXPIRES:4/Sa=22 D DESIGN JAJ I DRAWN:AJF I CHECK: ROV I PROJ.NO: 97017 1 BID ON: 1 R jOWY— j— I" BATTER� ,P 12,. 66.0 MIN � SII, CURB JOINT, SEE CITY OF TIGARD DWG.NO.146 135" 1%TYP(DESIGN) AGG BASE 2%MAX(CONSTRUCTED) 'ORAS OTHERWISE SHONM, .4 • SEE NOTE 5 I 24" e' SEE GRADING DETAILS ROAD ° —7 ��I' T NOTES 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS, 4"PCC OVER 4"All BASE, 2. EXPANSION JOINTS: SEE OOT STD.DWG.RD720 FOR PCC NOTES A. TO BE PROVIDED: TANGENCY OF THE CURB, CURB-TIGHT SIDEWALK (2) AT EACH OLD JOINT. (3) AT EACH SIDE OF INLET STRUCTURES. (4) AT EACH END OF DRIVEWAYS. (5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET, B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED,NON EXTRUDING,WITH A THICKNESS OFX INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 3. CONTRACTION JOINTS: LANDSCAPE AREA 5.d MIN. A. SPACING TO BE NOT MORE THAN 15 FEET. 1%TYP(DESIGN) B. THE DEPTH OF THE JOINT SHALL BEAT LEAST 1-112INCHES. 2%MAX(CONSTRUCTED) 4. BASE ROCK T-T OR 314"-Pl 95%COMPACTION.BASE ROCK SHALL BE TO `— ° SEE NOTES SUBGRADE OF STREET STRUCTURE OR 4"IN DEPTH,WHICHEVER IS GREATER. • • ROAD t t t t t + + t 5. AT CURB RAMP AND DRIVEWAY DROP LOCATIONS,THE FINISH GRADE SLOPE OF ° 4• + t t t t t + t THE ADJACENT CONCRETE PANEL(S)SHALL CARRY THROUGH THE TOP OF CURB TO THE FLOIAUNE.SEE GRADING DETAILS. CURB AND GUTTER 2 4"PCC OVER 4"AGG BASE, N.T.S. CB.$ SEE COOT STD.DWG.RD720 SEPARATED SIDEWALK NOTES 1. CONCRETE SHALL BE 3000 PSI AFTER 28 DAYS. NOTES 3/i R g• 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. EDGE 1. EXPANSION JOINTS: A. TO BE PROVIDED: 3. EXPANSION JOINTS 8 CONTRACTION JOINTS SHALL BE FIN SH GRADE A ASPHALT IMPREGNATED T 5„ d (1) AT EACH POINT OF TANGENCY OF THE CURB, MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE AND PLACED AT SIDES OF g L ___ti_ —DRAINAGE SCHEDU SCHEDULE T (2) AT EACH COLD JOINT. DRIVEWAY APPROACHES,UTILITY VAULTS,WHEELCHAIR RAMPS AND AT SPACING NOT TO EXCEED 45 (3) AT EACH SIDE OF INLET STRUCTURES. FEET, (ABS OR PVC)PIPE A 1g" WITH COUPLING (4) AT EACH END OF DRIVEWAYS, 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB,THE JOINT (5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN.VT RADIUS. a 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL g ° ° WITH A MINIMUM THICKNESS OF n'AND SHALL COVER ENTIRE CROSS SECTION OF Si 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 8INCHES IF MOUNTABLE CURB IS USED,IF THE CONCRETE. SIDEWALK IS UNDERIAROUND A BUS SHELTER,OR IF THE SIDEWALK IS INTENDED AS PORTION OF 3, TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART DRIVEWAY,OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 9.5" WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 9 6. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND BE TROWELED ON ALL FOUR SIDES. + 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. e tl AGG BASE i STANDARD CURB 3 1 CONCRETE SIDEWALK N.T.S C6.3 ee N.T.S. C6.3 Ea ffi e� a ,O PRtF CONSTRUCTION DOCUMENTS lt�GINE.E Revisions and Addendums ENGINEERING DIVISION " 3 Description Date NG. B CITY OF TIGARD SHEET Po„��EMnG4W, PUBLIC WORKS DEPARTMENT C6.3 CENTURY M,�,�„se�,Wm;mIJ1255.w Awl &M. 18 ItWN ST �la G0:Qml OREGON 97223 MAIN STREET PHASE 2 IMPROVEMENTS DF b,?GG G N E E e N G E03mYI1CFlYHNCE,503-6J9-4171 FAX: 503-624-0752 94 D. NpO WNW7iGAIRD-OR.GOv ROADWAY DETAILS FILE NO [! ONE INCH EXpIREs:6nonDxz DESIGN:JAJ DRAWN:AIF CHECK: ROV PROJ.NO: 97017 BID ON: i ar f� mr,l Y'M' MR/661M f1A66WM RD4NVLE W,ar w`r"W wAA.Iski I frr, f r Smrrmix s �W ANMf lw,Y \ 1• K/A xMAfR1�AK O`S � // / / % Mmlyl IY h,vr1 Mwi,AMW M N I! IY4F��ti AMa��n�^.mlYrMml BY 'few §paiA. 41 N \ 1 ,a,ls.l su vl+nl mx� ='A 2S'SrA,c �� - W'it A—feWm,mr.<. xA��m Tr <�i �<� � .� nr,,rrm.mn. _�_-ir„ 6 1�--nwnwd� �• IP MONMENT CASE It CO%SR T—q i md.n ��I/�f�� rsw.lrm RteR$_$ -:•�� C,Nx'��". m nraxf am. A , T �� SECTION A A d IFI" n®r MONUMENT BOKES TO BE CAST IRON OR t • E ALLOY r SUITABE FOR 4EAVEY TRAFFIC AF LOADING on 103 PIED BY. -, Pny y..x.mml,lw uMm.uyn SECTION ON ON CENTERINE sA,.Rfm am '�� C •d 'd p EAST XRDAN IRON WCQKS,INC. om` ra pAASNrud Warr <su,wl • �.. • (PART NUMBER Mao) J 13127 STATE AVE -- _. MARYSNLLE WA 96271 ` O (36O)65t-6144 M SAIES REP: (503)35)-)925 AAA 1 ,rfviffs n - • Y s 2. ALTERNATIVE EMUST BE APPROVED wrMrY �� BY INE CIN ENQN AAW 1 xA1 NtlNEERINC DEPARTMENT .� TAr. t•fAxga® 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 4. MONUMENT TO BE NO DEEPER THAN 5-BELOW IQI�kxom m,AumIASW MSRWP. -014 I6iW-iDIE gNISH GRADE •'• �- . A.xo Pnr.e Ynn 4..,,b.e sr.ia.,n acmnn_... .. In w� • N.Yv,nun..Mw b M1x,n f�<d I,MIM„IM'h lx. �o�� C�1 nulM#M`.IY 3. mlerd m<po d,m,.m"Icaere.mrw egnn!l m.. rAe,eMY/areMu,e al M/s A. +x m,NNm sn�m,Wuwro..War ar- OREGON STANDARD DRAWINGS• 'N"w.:,:,,�.R, e • ^"<mn_ 4prNfn�<KaWdvewM CONCRETE STAIRWAY a M AWm,MbtrxAwPn<W<'n. arrm�vP m AVA la lRra 6 J• x.M� .w'oR�c Me mk +w+,R•Wrra L fri rL YfIY6Af#,AL �. 11 :. - aYL6 D5.nnora.,,b..p Enw Ml uu.Nl NIdN IKKN, IDI. KEYED COY&NATION oco AA, MOWAM fa RA sk. F •�• AM.sro.f,.no.mAnox/I r,,.,"„rn.�nw,.�Iew.. r,+n.+Mdr<w�,meov �.m.®.r<�m.. .,�.m�..,..... rarm.mrw Avfwr an CURD k SOEWAIX ',46` .�v,"o � mfYRx WWf SKRIi 170 OkT IaA.rew+.a<^,.urn,mo udw,Niim,Amr<M.n.e„omm.e m..” Aep,lenfN'mhuwnxCn- __ ov+.,.. ^M AR OETRSAI Effective Date:June 1,2021-November 30,2021 not lD tl E A� a S f6 E� i A PRa`e� CONSTRUCTION DOCUMENTS SOI NFF b Revisions and Addendum R ENGINEERING DIVISION CITY OF TIGARD SHEET sp Descri tion Date N0. B - CENTURY P0fli1M1°0 'PUBLIC WORKS DEPARTMENT 19 �"FAOONb fl°'A M"ExSO 13125 S.W. HALL et w. i9 9F w6 000aq WEST , ■. nr.Ro. OREOGf,922zJ MAIN STREET PHASE 2 IMPROVEMENTS of C l"i<' E N G I N E E R I N G `911�1DEm VOICE. 503-639-4A7 -+ P O r"... 503-624-0752 94 D. VO 6 WINVAG4R0-OR N: ROADWAY DETAILS FILE NO TQ ONE INOH(REF) EXPIREB:6/30/2022 DESIGN.,W DRAWN.NF CHECK. RDV PROJ.NO'. 97017 BID ON: AYLOR'S FERRY ESC PLAN FOR SITES 1 TO 5 ACRES B,. ROp,D C I P 97017 INSPECTION FREQUENCY FERRY NORTH SITE CONDITION MINIMUM FREQUENCY DAKOTA '^ SHEETINDEX 5 n WEEKLY WHEN STORMWATER RUNOFF,INCLUDING RUNOFF SHEET NO. DESCRIPTION FROM SNOW MELT,IS OCCURRING. n 1.ACTIVE PERIOD 2 BARR 8'S �7'r � STREET ^ AT LEAST ONCE EVERY MONTH,REGARDLESS OF WHETHER Q G1.4 EROSION CONTROL NOTES STORMWATER RUNOFF IS OCCURRING. N BU[[ NO`NTaN STR MCOONALO C7.1 GRADING AND EROSION CONTROL COVER SHEET ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL RD Q ITA R C7.2-C7.3 GRADING AND EROSION CONTROL PLANS 2.PRIOR TO THE SITE BECOMING INACTIVE OR IN ANTICIPATION MEASURES ARE IN WORKING ORDER.ANY NECESSARY m PROJECT VICINITY C8.1 GRADING AND EROSION CONTROL DETAILS OF SITE INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING THE SITE. O BEEF BEND RD' RRAM h 3.INACTIVE PERIODS GREATER THAN SEVEN(7)CONSECUTIVE ONCE EVERY TWO(2)WEEKS, ATTENTION EXCAVATORS DAYS. 110 'P2t,p OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON IF PRACTICAL.INSPECTIONS MUST OCCUR DAILY AT A RELEVANT UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 4.PERIODS DURING WHICH THE SITE 15 INACCESSIBLE DUE TO AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM THROUGH OAR 952-001-0090.YOU MAY OBTAIN COPIES OF THESE RULES FROM THE INCLEMENT WEATHER. LOCATION. VICINITY MAP CENTER BY CALLING(503)232-1987.IF YOU HAVE ANY QUESTIONS ABOUT THE N.T.S. RULES,YOU MAY CONTACT THE CENTER.YOU MUST NOTIFY THE CENTER,AT LEAST 5.PERIODS DURING WHICH DISCHARGE IS UNLIKELY DUE TO MONTHLY.RESUME MONITORING IMMEDIATELY UPON MELT,OR TWO BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION.CALL(503)246-6699. FROZEN CONDITIONS. WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. DEVELOPER: NARRA77VE DESCRIPTION: HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL,THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. t `a .. _ I, III CITY OF TIGARD EXISTING SITE ROADWAY WITH U1 • ' y ey, II iff 13125 SW HALL BOULEVARD TWO-LANE ROADWAY WITH ANGLED STREET PARKING ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. TIGARD,OR 97223 AND NON-COMPLIANT PEDESTRIAN FACILITIES. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEO'S 12DO-CN PERMIT REQUIREMENTS. T:(503)718-2472 RETAIN A COPY OF THE ESC PLAN AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ,AGENT,OR THE N + E DEVELOPED CONDITIONS: LOCAL MUNICIPALITY.DURING INACTIVE PERIODS OF GREATER THAN SEVEN(7)CONSECUTIVE CALENDAR DAYS,RETAIN THE E:CONTACT: ANDY NE BUR.GOV � CONTACT:ANDY NEWBURY,PE 6'SIDEWALK ON EAST AND WEST SIDES OF SW MAIN ESC PLAN AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. ST.,ADA CURB RAMPS,BUS STOP SHELTERS, ENGINEERING: IMPROVED PARKING FACILITIES,LANDSCAPING AND 'IR • y STORMWATER PLANTERS. BMP MATRIX FOR CONSTRUCTION PHASES '� I,"Yff`e" "` b 'g •j CENTURY WEST ENGINEERING I > ,I v REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S. , w 5500 MEADOWS ROAD,SUITE 250 NATURE OF CONSTRUCTION ACTIVITY r, y €r� -,f_7f• LAKE OSWEGO,OR 97035 AND ESTIMATED TIME TABLE: " UTILITY STREET FINAL WET WEATHER T:(503)419-2130 •CLEARING(DATES:FROM MAY 22 TO OCT 22) CLEARING GRADING INSTALLATION coNSTRUCT STABILIZATION (OCT.I-MAY 319T) PROJECT LOCATION !we"'� 4 E:RVOORHIES®CENTURYWEST.COM 'MASS GRADING(DATES:MAY 22 TO OCT 22) ' 7. -'• �" '� CONTACT:RAWLEY VOORHIES,PE •UTILITY INSTALLATION(DATES:FROM OCT 21 TO APR 22) EROSION PREVENTION Y PRESERVE NATURAL VEGETATION "X X X X X X • �' - 'STREET CONSTRUCTION(DATES:FROM MAY 22 TO OCT 22) SURVEY FIRM: 'FINAL STABILIZATION(DATES:FROM AUG 22 TO OCT 22) GROUND COVER X X J'I 1111 _ WESTLAKE CONSULTANTS,INC. HYDRAULIC APPLICATIONS X 15115 SW SEQUOIA PARKWAY,SUITE 150 TOTAL SITE AREA:102,627 SF=2.4 ACRES PLASTIC SHEETING X PORTLAND,OR 97224TOTAL DISTURBED AREA:76,970 SF=1.8 ACRES MATTING x x 1 CONTACT MICHAEL LS j T:(503)884-0652 DUST CONTROL x x x x x x 6- e` � •s � -I '. VE,P SITE SOIL CLASSIFICATION: TEMPORARYIPERMMEM SEEDING X X % X % h. ALOHA SILT LOAM,0 TO 3 PERCENT SLOPES BUFFER ZONE '•X X x x x x PERMITTEE'S SITE INSPECTOR: _ QUATAMA LOAM,3 TO 7 PERCENT SLOPES OTHER. COMPANY NAME.CENTURY WEST ENGINEERING SEDIMENT CONTROL TI(503)419-2130 RECEIVING WATER BODIES: SEDIMENT FENCE(PERIMETER) ••x X X X % ji11111IjII��pNQ E:RVOORHIESQCENTURYWESTCOM FANNO CREEK SEDIMENT FENCE ONTERIOR) x x X x I 5 CONTACT NAME:RAWLEY VOORHIES,PE TUALATIN RIVER STRAW WATTLES x X X x DESCRIPTION OF EXPERIENCEFILTER BERM X x X X X % '. INLET PROTECTION "X x x X X x HAS SERVED AS INSPECTOR ON NUMEROUS MUNICIPAL PROJECTS,INCLUDING DEWATERING -'X ^X I X11 MANAGEMENT OF EROSION CONTROL PLANS. NATURAL BUFFER ENCROACHMENT 'X Ex '% 'X '% •X OTHER: RUN-OFF CONTROL o0, PROJECT LOCATION: O ♦ '11"1' '[iCONSTRUCTION ENTRANCE _X X X % % X S 4i SW MAIN STREET-SW TIGARD STREET TO SW SCOFFINS STREET FRc, SW COMMERCIAL STREET-50 LF EAST OF SW MAIN STREET TO SW MAIN STREET HYDRAULIC APPLICATIONS x x x x E 9<s SW COMM ERCIAL STREET-25 LF WEST OF SW MAIN STREET TO SW MAIN STREET OUTLET PROTECTION x X x X x SW SCOFFINS STREET-180 LF EAST OF SW MAIN STREET TO SW MAIN STREET SURFACE ROUGHENING x i - - SITE MAP CHECK DAMS '•X x x x x X a .. N.T LATITUDE:45°2654.3" OTHER: LONGITUDE-122'46'10 3" POLLUTION PREVENTION �p PROPER SIGNAGE X x X X X X ii RATIONALE STATEMENT PROPERTY DESCRIPTION: DEWATERING NOTE: HAZ WASTE MGI T x x x x x X A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS BASED ON DEC GUIDANCE CITY OF TIGARD RIGHT-OF-WAY CONTRACTOR SHALL SUBMIT FOR APPROVAL A SPILL KIT ON SITE X x X x x X MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN.SOME OF THE ABOVE LISTED DEWATERING PLAN SHOWING COMPLIANCE WITH CONCRETE WASHOUT AREA X x x X x x BMP'S WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION DEQ NPDES 12D0-CN PERMIT REQUIREMENTS PRIOR „t AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS:INCLUDING SOIL CONDITIONS, SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 69 OF WATER OF THE STATE. �E TO DISPOSAL.ALL DEWATERING SYSTEMS BMP • bb TOPOGRAPHIC CONSTRAINTS,ACCESSIBILITY TO THE SITE,AND OTHER RELATED CONDITIONS.AS THE PROJECT IMPROVEMENTS WILL BE DESIGNED BY A SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND-DISTURBING ACTIVITY. p PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN,AN ACTION PLAN HALL BE SUBMITTED. PROFESSIONAL ENGINEER LICENSED IN THE STATE •'• SEE DEWATERING NOTE,THIS SHEET. 1> PRQ� OF OREGON. CONSTRUCTION DOCUMENTS V� aGIN EF Revisions and Addendums ENGINEERING DIVISION SHEET 6� INITIAL 3P Descr tion Date No B CITY OF TIGARD C7.I ' CENTURY P°Frin"o xFpE ,PUBLIC WORKS DEPARTMENT SrcO YEb'J,YS�°AaE1E]51 ",25S.W. i'IGow BLVD. MAIN STREET PHASE 2 IMPROVEMENTS 20 WEST :`; a ■- -VOCE, 97= OF PT 'aN 4 2GG��' FM FN. 503-639-417175294 • �F)' D vG E N O I N E F R I N G , DIY 1M�.IOR�6�� GRADING AND EROSION CONTROL PLAN -COVER SHEET FILE NO �A ONE INCH(REF) E%PIRES:613aQ022 DESIGN:JAJ DRAWN:AJF CHECK: ROV PROJ.NO: 97017 1 BID ON: o /r � STATE FARM INSURANCE CO., �` NO LIMIT MARTIAL ARTS, I YEN'S CHINESE RESTAURANT, SOUTHWEST OFFICE SUPPLY HOES PROFESSIONAL SHOE, & I 12245 SW MAIN STREET 1 NEW 5 / w y•.. �Q� _ i MAIN STREET STAMP $ STATIONARY 12255 SW MAIN STREET t? P 2 EROSION CONTROL NOTES 1_ Nr N 9 r OSEECLL INLETWATER -TYPES, 10+00 i ••• •11+00••- •,'�';" V SEE CLEAN WATER SERVICES DWG.NO.920. 00 •t 12+p0_ Y _ 1 _ _ 14+00 OINSTALL INLET PROTECTION-TYP-4, SEE CLEAN WATER SERVICES DWG.NO,915. 13-OD SW MAIN ST s ss 'ss 2 I W Z X UJI . P U Lu 1 • ;.��C�'..V`.;� 1 AAAA �- li � ... � . ITIOUE BARBERSHOP OREGON RIFLEWORKS I ` WAGS PET RESORT 12290 SW MAIN STREET 12260 SW MAIN STREET 1 3 1 12230 SW MAIN STREET I I I I �� • D o I I Lo y fi �G at F e .t o m• as I N1z SCALE 1`=20' �vy,oa+oFF� CONSTRUCTION DOCUMENTS aoINeF Revisions and Addendums ENGINEERING DIVISION SHEET E 7P Descri tion Date No. 8 CITY OF TIGARD CENTURY Ps,, °0N ,PUBLIC WORKS DEPARTMENT C72 � � ON ]JETS S OREGON ILLLL BLVD. 2] 5 p�YyNa ooea� WEST m1 » ■ .VOCE., -09-47225 AIN STREET PHASE 2 IMPROVEMENTS [� VOICE: 50.7-659-1171 OF 333 <Fr OOP FAX. 505-621-0752 94 1 D, V � W1YM:DGaRO-OR.COV !c ONE INCH(REE) ExalResal3°no2s GRADING AND EROSION CONTROL PLAN - MAIN ST 10+00 TO 14+25 FILE No DESIGN:JAJ DRAWN:AJF I CHECK: ROV I PROJ.NO: 97017 1 BID ON: BOOMBA FIT LLC/ALL STOPS PIPES I I I 1 I I ` 1 & DISCOUNT TOBACCO ACE SEWING & VACUUM ASIAN PEARL BODY & FOOT MASSAGE 1 TIGARD MAIN STREET CLEANERS) 4/ 12215 SW MAIN STREET ( 12185 SW MAIN STREET12175 SW MAIN STREET 12155 SW MAIN STREET Lo I i I I .n . -s t 2 c 1 EROSION CONTROL NOTES �I I ,I Ot INSTALL INLET PROTECTION-TYPE 5, SEE CLEAN WATER SERVICES DWG.NO.920. ~ SW MAIN ST W I 15+00 i6*00 � 17-00 2 2 1R*00 0 � OINSTALL INLET PROTECTION-TYPE 4, ( .s c _ 19+00 SEE CLEAN WATER SERVICES DWG.NO.915. J 2Z 111 2 2 V WW ..0 (x7) z F— \ . ••, z t . . - . . . . . . . . . . i =< ' -- - Wig •. . . . . . . 1 rr d®sol / n" UNITED STATES POST OFFICEljAMERICAN FAMILY INSURANCE I s US BANK t 12210 SW MAIN STREET / /1 12196 SW MAIN STREET •g 12160 SW MAIN STREET I � I O 0 � 1 I I � y -4 I I I I 1 I I I I• 1, , 1 I•' 1i 1 � I s fX/ 1. �Z, Ax III11 �__ - _—_ 1/�� 1 I I ■ 1 I 0 •P i !f 0 20' 40' q SCALE V•20' � p PROFF CONSTRUCTION DOCUMENTS aGIN6h` Revisions and AddenAums ENGINEERING DIVISION SHEET Desch tion Date No. B CITY OF TIGARD C7.3 4 CENTURY PORru�c uv.. 'PUBLIC WORKS DEPARTMENT !_ 'c °w °°°9""� 15125 S..W.. MU BU9. MAIN STREET PHASE 2 IMPROVEMENTS 22 .0 ON WEST wan=vara,owemss i]OARO. OREGON 9722) OF 1000.i� e R G I H e e I N o W,p llwI RE VW50-639-4171 30.7-639-4171 94 vn®n aru p FAX. 50.7-614-0751 �` ° NOS ' """°G'R°-"`' GRADING AND EROSION CONTROL PLAN - MAIN ST 14+25 TO 19+00 FILE NO �f ONE INCH(REF) ExPIREs:sra6rzo22 DESIGN:✓AJ IDRAWN:AJF CHECK: RD' PRO).NO: 97017 BID ON: 9an." W. Y=ED Sx9M WWY P.W F W NEIIM 9F II .V WpY M., . a mvwen ,'Ruut rae We REYDvu luxm ro R.oYD[/-0E41A,E xwuxc cW.ary WM.w9xw r 9r rW.r ifl®D.IA Dr,x IxOWS _1 , x. W.41Wi W N'EW F YUn BE WWP+T IO U.CF WI.4N QI.IE IXUNFD,.MEW r\gEIT¢5 W51 f ww 1 g FE Cb+9AUCIED WD IKI.Dv fM _ \ ICOM VSE PKE ME W.AgJI Is LSF A A I 1 - a A W.41wT Is Kw4xG �� ?4 , v ul. GWWtt.VKVw.M P4`�E �- Q ME N.SR YI.IEAIY M M' � �.— \..--� • Ll 11 AVPPMm YNiNEx. �'. .. )Elitl1.W.Ctl1O1E2 WA..T RLL L v •- 4 (♦YINS+]N RCSIRa': RAMMI 4141 K LCC.RD A r."•. YN11UY Ci'A R IRw SE A4 M.NSUPNL CVM CR4xA4E AREA DRAM rYpU11FE WD WAlpt R4RK5. canerz v.41w1 r.ou¢s J Z.v BAII� CATCH BASINxuq 9a ro wxwx s'YY 9 xN sfcaxwx mnosrz .u�Yix. B. NST.CCAMn W.ENWT LCN PLAN \ A mx w,EEr a IE. l M xxa_— cax.EW WASMPInoun. i - 1_ ). IELPD4IRV IXy+pCIE WNWR 00j1 K A MCPABRR;AIED CdlrANFR M.r rs wRTAwL.w J. - _ x a wv'�1rz°.guY.rnoRmAL 'u+aW.9'DVM+xA� _i --.•_. •.°... TvT".R K'N' - '-- tiY DITCH INLET PLAN AEW Klu s.n DITCH INLET 6 +iw of eas. L--------- CATCH BASIN INSERT 1 \\ WT. T.PAf( 1. gGIWL YggPo3 Yun K GP6'aPfO OEANOYY'W 4)L NutE. �r 9V)IN rD 1.ILW,KR MDRX mllWl M 2. !J-RLIR MLS 4CWD K $1w. 1. V QSffD C1 MUl CAI.PA. usW rn ra•.RmEx nW Es RN x^NM[D[DYL.M YY.. W Kam o,rT,vl.z¢ Cs,K YLCMEo WNM owG Nl2P M l+Enm cRl+rvu C+VVIER.pf CEEW..Tl. 4/BInI MLE,$.QS 9S[Ur FlLRR CNVIER.M - SECTION A—A -Raa m A um+Mv_N SCRVIUs EROSI.PREV[MIP+ rWa irvL[i S. 5 m az CTrt. ro 5[RVICES EP:[.:' xAK.MES WD,NEv 4WL BS O.[-P+AnEY R.6 WD ffvl R CDxi l .1 YWUFAC)il11ER. P WAIM ANL .. .'.QW9 KSI4N VAL CONCRETE WASHOUT Cka° INLET PROTECTIONINLET PROTECTION Nb.915 TYPE NO.930 ' TYPE 4 TYPE 5 '-NRWINL 4{6 a®d E ey Q J F e� 95 19 a� a YYY R� S��pPROFF CONSTRUCTION DOCUMENTS ti ao IAl e y Revisions and Addentlums SHEET Y, ENGINEERING DIVISION CITY OF TIGARD C8.1 aP Descn Oon Date No. B �� PUBLIC WORKS DEPARTMENT CENTURY MK OW RU Dox H -`13125 S.W. NI LL 9LiV. 23 p ON h WEST , .]M.ERD, OBE60N97223 MAIN STREET PHASE 2 IMPROVEMENTS OF (�8.20 �� F N G I N E E F I N G M.M3x1°fAY YINOE:503-639-II11 94 Pr °� FAX: 503-624-0752 ' 017 -PO-0?G0Y EROSION CONTROL DETAILS FILE NO Ea ONE INCH(REFI EXPIRES.l93M[?2 DESIGN:JAJ DRAWN:AJF CHECK. RDV PROJ.N0. 97017 BIDON: -x- 8+67 35.22'LTQ 3 3 7 +86 8I @2 -8+9523(D 20 15 3128' 1 2;LT 31 43LT %7 Vv 2 84+6262 28 SIT LTl 17 21 '7 Q8+62.9 DEMOLITION KEYED NOTES 29 42'L 29.04,LT sA=Lrr PAVEMENT, I l9 CONSTRUCTION KEYED NOTES SAWCUT CURB AND/OR SIDEWALK AT EXISTING CONSTRUCT STANDARD CURB, (q OPEDESTRIAN CROSSING W/ JOINT, SEE DETAIL 3,SHEET C6.3 DIRECTIONAL PARKING SIGN 9 PRESERVE AND PROTECT TRUNCATED DOMES AND ADJACENT CONCRETE. 1 &-- ,: Q, C 17 71 CONSTRUCT CURB AND GUTTER, PRESERVE AND PROTECT IN PLACE. I JOINT P, SEE DETAIL 2,SHEET C6.3. REMOVEIRELOCATE SIGN, eCONSTRUCT ASPHALT ROADWAY, SEE SIGNING AND STRIPING PLANS. 0 7�- SEE DETAIL 2,SHEET C9.3. REMOVE AND SALVAGE CONTECH STORMFILTER q 14 OCONSTRUCT CONCRETE SIDEWALK, CATCH BASIN. k MATCH EXISTING SCORING PATTERN, G G G 0 G G G SEE DETAIL 1,SHEET C6.3. REMOVE AND SALVAGE BIKE RACK. GCONSTRUCT IMPACT SLAB AND TRANSITION REMOVE AND SALVAGE BENCH. � PANEL,Iq I 06 STS REFERENCE AND REMOVE CONTROL POINT. S75 06 SEE DETAIL 2,SHEET C9.3. a MATCH EXISTING JOINT. 43 A _�8+95.87 1 a INSTALL SALVAGED BIKE RACK AT EXISTING EROSION CONTROL KEYED NOTES 22 LOCATION. O INSTALL INLET PROTECTION-TYPE 5, OINSTALL SALVAGED CONTECH STORMFILTER CATCH BASIN PER MANUFACTURERS 8+98.68cl) SEE CLEAN WATER SERVICES DWG.NO,920SPECIFICATIONS WITH NEW SLOPED, TRAFFIC-RATED FRAME,GRATE,&LID, 8+90 --9+00 SEE SHEET C9.2 AND C12.3. 8+50 13+70 8+80 8+90 9+00 L_ 8+60 8+70 7� 8+80 - --------- - - 7, 1 RESET EXISTING UTILITY BOXfVAULTICOVER TOFINISHGRADE. RESET EXISTING MANHOLE RING AND COVER TO FINISH GRADE. SEE DETAIL 1,SHEET C9.3. INSTALL SALVAGED BENCH -DIRECTIONAL YELLOW TYPE I -- -- ---- - B 17 INSTALL BI -------- MARKER. ------------- 'T Z MATCH EXISTING. T _V7 T - �T ------- T RE'SET CONTROL POINT AT REFERENCED 6+62.5402 - - Z _ _ , t LOCATION. -------- w ............ SWMAIN ST SWMAIN ST 11 w w w 8+96.46(D TS STS STS 21.1 56'RT STS STS- 31EXISTINGSTORM SEWER DATA 17 ---------------- 13 Q 8+82.47 #3107 SDMH RIM=159.15' 15 23.19'RT 8+953002 IE IN(107STEELINE)156.00' Azz 3 83,54'RT IE IN(10"ISTEELISE)168.05' 2 Is RAILROAD CROSSING Wl IE OUT(lU'/STEEUSVV)165.93' DO NO STOP ON TRACKS" IE IN(10"ISTEELINW)157.2U SIGN 03111 CS 0 k GRATE=158.56 IE OUT(19-ISTEEUNW)156.26- yt O#5270 CB(9 k GRATE=158.43' IE OUT(10"/STEEL/SE)156.13! is EXISTING CONDITIONS AND DEMOLITION ROADWAY IMPROVEMENTS 1"=5 D 51 10 Qq SCALE V-5' PR CONSTRUCTION DOCUMENTS ,GIN Revisions and AddendumsppFSHEET ENUINEEKINu DIVISION 3 Dwaription Da CENTURY PUBLIC WORKS DEPARTMENT CITY OF TIGARD C9.1 N 13125 S.W KUL BLVD. 24 kN///WC E S T TG4R?. OREGON 97223 MAIN STREET PHASE 2 IMPROVEMENTS OF VOCE. 503-639-4171 8,2 F". W3-U4�752 94 6=mmmi I. G. N) I �JrARD-ORGOV ONE INCH(REF) HN m TIGARD STREET DETAILS FILE NO EXPIRES 61302023 O N:DESIGJAJ I DRAWN AJF I CHECK: ROV I PROD NO: 97017 1 BID ON: 1 1/ CURVE DATA TABLE I # R L 4 DESC START END I 'b :• �, FG 159.19 �` _ -s.. -� _ _ 'v ::•:•}. "-� MATCH EX. _ ---�__ - _ _ Ci 30.00' 10.11' 019'18'42.84" FL 8+62,62,29.24'LT 8+72.02,25.62'LT / I 1 FG 159.43 C2 20.00' 15.56' 044'3V 00.91" FL 8+72.02,25.62'LT 8+86.92,28.48'LT I 3 7,F MATCH EX FG 159.59 C3 15.00' 8.78' 033'31'33.61" FL 8+86.92,28.48'LT 8+95.22,30.93'LT f 38' MATCH EX. I :. n -65 3% 0+50_ _ O+BO 0+851- C4 20.00' 12.28' 035'10 35.83" FL 8-72,54,15.48!RT 8+84,03,19.24'RT �:.. FL 158.97 _ --.--- _-_ FO TC 159.43 p,ap I--� C5 20.00' 10.68' 030'36 06.61" FL 8+84.03,19.24'RT 8+93.92,22.92'RT TC 169.08 06 7 FL 159.05 3 9 - TC 16946 Np C FG 159.47 MATCH EX. FL 15896 - O" MATCH EX. 1 FG 159.05 C7 Oxy 0+30 EOA 159.27 EOA 159.45 I I MATCH EX. - -83 m C2 FL 159.24 FL 159.32 /Ex TC 159 74 TC 159.82 / 10.00' MATCH E . / fq FG 159.74 HX , TC 159.48 / / / / MATCH EX. FL 158.98 / 9 c NORTH FLOWLINE ALIGNMENT / 1 m m FG 159 00 / Q EG 158.86 EJC1.¢% __ 1.5%� -3.0% EX.A.2'/o / 161 161 FG 159.25 FG 159.10 / o; + : MATCH EX. EG i 58.94 FG 159.42 j __ __ -. o o$ +o ¢ r _------- h m> mn QN EG 159.25 / oil �o yn { m> mJ � _ 160 FG 159.21 PR EXPOSURE=1" 160 o" a' a c7 w FG 159.77 --_ _ -- --- p r} EG 159.04 / C7 w t7 w c7 -. Ey. VVMATCH EX. m w m w -2.0% t5% -2.0% _ _ 0.91 T. I - FG 159 40 EG 159.15 ... 159 E%.327% -0.84% 0.50% 240% 159 FG 1%35-// 59.35 I - _ ___ ._.___ I MATCH EX. JOINT(TYP) PR.EXPOSURE 7' i I m FG 159.81 MATCH EXEXISTING SURFACE AT FINISH GRADE AT m V . 158 - - - EXISTING FLOWLINE ._.-a NORTH FLOWLINE �_ ,__ ____. w 158 ALIGN1 8+50 6+60 8+70 6+80 8+90 9+00_ 9+10 N m 4 - - - -STORMFILTER 1.5% -20% 3.2% EX.-4.9% a I \ \ R CATCH BASIN I FG 159.20 FG 159.06 FG 159 41 1 I MATCH Ex. - 1 0+00 0+10 0+20 0+30 0+40 0+50 0+60 to p o\ EG 158.82 EG 159.15 � PR EXPOSURE=3%" 1 mN 0 I FG 159.03 F\g g1 � SW MAIN ST MATCH Ex. EG 1558.63 \ co \ NORTH FLOWLINE PROFILE VIEW EX.-1.2% 1.2% _ -1.6% -3.4% EX,-3_5% �, H:1'=5' \\ _ _ a 7`89 V:1'=1' \ r - 'oTC 8SOUTH FLOWLINE ALIGNMENT a 0+00 0+100 4 10'00 0.20 FL 1558.83.83 °x EOA 158.95-,, EOA 159.06 161 o ISO 161 PROPOSED STORM SEWER DATA 3p FL 158,92 FL 159.03 ��, p rv ', N ¢ 4 �a Ito 03111 CB TC 159.42 TC 159.50 +ib' N N m +m n t 1I f TC 15B 98•• / / o +ro m o rn N> IE OUT(10"7STEELINW)156.51' f FL 159.88 �i TC 159.31 o FG 159.08 112 ' o,$ o� ° II of MW MATCH EX. p10.00' 1123' m m G �x�60' _�CH EX - - J - (7 w w W U'J(7 w 160 158.84 158.87 f . FL 158.81 �� C3 w to w 77±7f 160 a> t 156.81 158.84 /f CS _ ` _. _ �. 1.4% 8 159 -+-- 1.05 -0.82% 0.50% 1, EX. 1.05% 2.26% CURB FG 159.05 1.5% 1.4% -J1- EOA 159.06 -- Ex 05% _ 159 �\ MATCH EX. FG 159.20 FG 159.35 FL 159.08 - _ 2.20% E MATCH EX. TC 169.61 --- J --. _2 I]0270 CB MATCH EX. MATCH EX. -� I/ - STORMFILTER FINISH GRADE AT IE OUT(10"/STEEL/SE)158.61' JJYY ` CATCH BASIN to SOUTH FLOVJLINE 158 - EXISTI AT EXISTING - o - -�- n ALIGNMENT e W 158 CURB _ o. a v FLOWIINE t a 158.97 158.98 p a a 159.00 159.01 1 0+00 0+10 0+20 0+30 0+40 0+50 i5 GRADING DETAIL 11=6' SOUTH FLOWLINE PROFILE VIEW H:1"=5 V:1'=1' o�..�-5��10' {}@ SCALE 1"=5 atl PRpF � CONSTRUCTION DOCUMENTS aGIN6F� Revisions and Addendums ZPROJNO NGINEERING DIVISION Desch lion Cale Nn B CITY OF TIGARD SHEET CENTURYLF UBLIC WORKS DEPARTMENT C9.2 125 S.w. H4U &W. 25 X10 WEST M.SRO, OREOLW 97223 MAIN STREET PHASE 2 IMPROVEMENTSOF 8.Se0 E N 0 1 N E E E I N aJYCE:503-639-1I7I $$ X.-- 503-624-0752 94 E 1 eF o- v """�'RD-0"t.001 TIGARD STREET DETAILS FILE NO It ONE INCH(REF) EXPIRES'.Wl02022 DESIGN:JAJ DRAWN: 17 BIDON: PCC 'Y .............a...1.».....y..}..........=.6.. ....1.».. 1 A ........:.x..p....::, STRUCTURE •••••t•••' _ Q1 CONTINUOUS ` • '` / REINFORCEMENT CONSTRUCT SMOOTH BENDS-", ..Lf•._. AROUND EXISTING STRUCTURE,R,... ° ........... MAINTAINING 3"SEPARATION '�v,�•• •.•s•;�r. 1 ' BETWEEN REBAR AND STRUCTURE i s .... ......... 4 .........+.......... ........... t..... PCC REINFORCEMENT AT STRUCTURE N.T.S. C9.3 PAY LIMITS ASPHALT EXISTING REINFORCEMENT, 10' 3' ROADWAY #4 REBAR 24"O.G. IMPACT SLAB TRANSITION PANEL (BOTH DIRECTIONS) 20'LONG SMOOTH, PCC • EXISTING RAISED EPDXY COATED#10 SEE SHEET CS.2 FOR ROUGH DECORATIVE CROSSWALK SAWCUT DOWELS 0 12"OIC 94 REBAR 24"O.C. CONTRACTION JOINT SPACING20"LONG SMOOTH, FINISH (BOTH DIRECTIONS) VARIES, EPDXY VCOATED610 #0 REBAR 3 2"MIN.CLR (0.08'TO 0.15) DOWELS®12"OIC 2"MIN. EQUAL SPACES 2` CLR 8• , ° , s 0 4' 2"LEVEL 3,Yi INCH ACP WEARING COURSE(1 LIFT), 12"" ,° " ' �.m1'lu O.IIO�YI 5.5"LEVEL 3,X INCH DENSE ACP(2 LIFTS) 10 .u...»....�.t»» ......_.�....�,.» .........a.»_s.... - .........a........_ ..,..».. ».....:..»........t......... R........ ..v�...ala 8, 3 3'CLR ' "' TV c(TYP) 12"CRUSHED AGGREGATE,1"-0 A (TYP) (TYP) 7.5„ STABILIZATION MATERIAL,IF REQUIRED q� SUBGRADE CONSTRUCTION #5 REBAR 0 12"OIC F CRUSHED AGGREGATE,1" GEOTEXTILE JOINT SUBGRADE GEOTEXTILE e e IMPACT SLAB AND TRANSITION PANEL 1� e� E ]Y pF� # �ypPROF CONSTRUCTION DOCUMENTS ,,I NF(o Revisions and AddendumsINu SHEET EUBLIC WORKS SPAR CITY OF TIGARD C9.J J De ' tion Uate No. B carc.�oae�e PUBLIC NURKS DEPARTMENT oN **///CENTURY � �� •,,,I,S.W. LBLVD. MAIN STREET PHASE 2 IMPROVEMENTS 26 WEST �' .WARD. OREGON 97223 OF 8.266 t • i e c nt lnvnoE E MCE:503-639-4171 F".. 3W-624-0732 94 FF `� D� 14 11 6 " ..Tr°D—ORZO1 TIGARD STREET DETAILS FILE NO FE DNE INCH(REF) EXPIRES 6n6rz6zz DESIGN:JAJ DRAWN'.AJF CHECK'. RDV PROJ,NO: 97017 BID ON: NL STATE FARM INSURANCE CO., 1 C7 NO LIMIT MARTIAL ARTS, / \ Q ` YEN'S CHINESE RESTAURANT, 1 NEW SHOES PROFESSIONAL SHOE, & Z+, MAIN STREET STAMP & STATIONARY SOUTHWEST OFFICE SUPPLY BOOMBA FIT LLC/ALL STOPS PIPES 3 diii�iiii n■■■ iC10.2'ii■■■■■■■■■illi` 12255 SW MAIN STREET 12245 SW MAIN STREET ■ ` ■ DISCOUNT SW MAIN0STREE0T 41 - - ■ \. 'A - 'S :H■HH■■■HH C10.4■■■H■mom■■H■n■H■H H■H I C70.61HH■■HNA ■ C� ■ i ill■o■uHH■■■IC10.8uHH■■H■■■� • ■ N 1 ® ■ ■ ■ ■ SW MAIN ST 10.00 L '-10+50.'.'.-•- '11+00• 11+50•. 12+00 ® 12+50 ■013+00 13a50 ® 14+00 14+50L -15+00 ■ . . . . _ . . ■ iH oil■-00"It ■Hfyr�■HI■ii Hf/�I■Hiff�■I■f■■i ■ i I i ■ ` __ ______ I ■ i J 41 ■ ■ 4 :■ CHH■■■■H■■uC10.3uHHHa �■�,� W .7- : . :'. . . . �: `_ ■ + 1 ' ■■H■■H■■HC10.7■■■H■uH■r ii "'� ■ V I j�� ■ PADDLE PALACE TABLE TENNIS ■ 1 i / % l �� UNITED STATES POST OFFICE 12230 SW MAIN STREET ANTIQUE BARBERSHOP l - I 3 ■ 12210 SW MAIN STREET 12290 SW MAIN STREET _ . ., (n m 1 BOOMBA FIT LLC/ALL STOPS PIPES TIGARD MAIN STREET CLEANERS 0■ C10.16"s ■■ & DISCOUNT TOBACCO ACE SEWING & VACUUM ASIAN PEARL BODY & FOOT MASSAGE 12155 SW MAIN STREET l 12215 SW MAIN STREET 12185 SW MAIN STREET 12175 SW MAIN STREET a■■■■■■■■■■■C10.10■oHH■■■■■m■HHH■H■C70.120mH■■HH■; II ■ ■ RR ■ T" t . i ■ - - ■ i I ■ ■ ■ OR Is ■ SW MAIN ST ■ ■ LL o E ■ ® ■ Aa ■ ® ' ■ ■ I'• 1+' ■ 15+50 16+00 0 15+50 17+00 ■ 17+50 18+00® 0 ■ ■ , 1 4 HF■H■ ■�fitHf■-■i iH■■-■�fff■••■�H�i H■HiEi i-■i�HEMMONS i 18+50 ■ 19+OD ■ I V i e ■ i i � - __-� i ■ I ,fes / � .; ■ ■ ■ � - IN ■ T � — 4 ■.'.: - - - - 1 ■ ■ ■ � � -ice : 1 / U 7i■mosso■i CIO.11ii1■■1■■■■■■■�■■■■illllllC10,13�■■■■■i■i■■■y i •;V �- : ■ I � '� \ co ■ 4 UNITED STATES POST OFFICE 1; \ ■ ', 1 �1 ■ �I, 12210 SW MAIN STREET 1216D SW 1 ' I ■ T I, 1 \'AMERICAN FAMILY INSURANCE MAIN STREET : I• } I : ■ 11M "�� 12196 SW MAIN STREET _W i I 1 `� i i ■� l I N H■pHH ■ ■■■■■iCIO.15i■■■■■■■■ ■ ■■■■■■■■■■■■■■■ e • lb■■ SCALE 1"=20' O PROP,, CONSTRUCTION DOCUMENTS Gy ,,,IN pF Revisions and Addendums m ENGINEERING DIVISION CITY OF TIGARD SHEET E 3P Descri tion Date No. B CENTURY °O"I"'+'npF1pE ,PUBLIC WORKS DEPARTMENT C/0.1 ssoo�nnows F.mw.amEzs° IJ125 S.W. N4LL FLIM. 27 9 ON y WEST p ■ .TM D, OREGON 97223 MAIN STREET PHASE 2 IMPROVEMENTS OF $ 'I'e.200 sm.E»ano Fnx V000E. 50J-639-4171 OR• E N G IN E E P I N 6 W. 50J-624-0752 94 D. v0 ~.nWO-OR.COV GRADING DETAILS FILE No ONE INCH(REF) EXPIRES 61302022 0 DESIGN:AJDRAWN:AJF CHECK: RDV PROJ.NO: 97017 BID ON: N N w � a U) 1 j EOA 162.93 �: FG 163.52 y S` FL 182.93 0 ;+' MATCH EX. TC 163.45 y `t' EOA 162.89 MATCH EX. -' ,_ '_•11�' N FL 162.68 . •I TC 182.98 MATCH EX ` o y G 163.58 y t�,-___._ FG 16306. 1 'I _"F TC-FG I MATCH EX. `y \ EOA 162.99 B>4• p''S'w 't' y PAT G 163.55 0, ^' y y y CH E7(. _�,,.\ G 182.74 t TC 163.46 i$ G 163.48 y y y n w _ -- 1 $4y 6 7 . y y 5' G 163.51 20.00' _ >s o -EOA62.70 3 FG 163.02 $ y FG�183.48 y y jJ FG 16362 M 162 FIL vw M S ' o °T �$'& F 183 51 ••• 0 N w ^ 01'0$i?FCI D 1 FGFL 163.00 a` aA-'goo e'a�O y y G 1.3% y 0 7% y `v''N M .�'+N FG 163 71MATCH X _ V 8 w 11.07 % -- ATCH EX, 0.6% - - -D -16.1 o FG 1,8„3.88 � EOA 16303 p °00 y o ma FG 163.14 $ aG TC=FG '� ^7 m, TFC=FL g o fr+ o T66 G 163.42 y' 1.1' y' D N o v FG 163.59 EOA 183.62 MATCH EX. m m 4 �. \ N, y 1 FG 163.13 D 7 wii; $a' FL 183.61 �y '^v V 6' .= o N ui ry TC =FL b'f- 1 1 .v p EOA 162.60 ` o o>SS• p - FG 163.63 20.00' FG 163.83 18. MATCH EX. y y G^ FL 162.77 N ` EOA 163.07 $ y 0.7°h 0.; ] - .I, TFC--FL \ FL 163.04 5.DT 8.92' EOA 183.40 y? v TFC=FL D FG 163. 0.7% 0.7% FG 163.70 FL 183.37 FG 162.81 L" ,� p a I> a,p TFC=FL v y 1O FG 163.07 �3 $ $o o$ O '33• Eos 17 m- EEi� � \ 13.99' 0.00' 2 " - FG 163.64 FG 163.77 D 3.10' 50 6.62' 12 43' O 0.6%0.6% 0.6% G 163.54 _ _aEOA 163.39EOA 163.35 FL 163,16 - ___�_ epiFG 163,63 _ _ D FG 183.50 20.00'FL1636 FL183.32 TC 163.66 183.2________ 2.35' 0.7% t'W-y y TC 163..86 7C 163.82 20.9%\ _______________ plr � D �iA y N O C4 5.39' EOA 163 230. % 2.26' 10.1% y SW MAIN ST 163.3- FL16320� 07% 2015, TC 163.70 EOA 163.34 EOA 163.35 U.7ry, FL 163.31 FL 163.32 5.34' TC 163.81 TFC=FL EOA 163.50 0.7% \ D FL 163.47 163.4 TFC=FL EOA 163.54 FL 163.51 FL 163 49T 164.01 TC 163.99 163 6 1b3 6 i,. 7017 Do% 0.0% } 0.3°h C74 FL 163.71 r�t637 „^ TC 164.21 5 y 't' y `I' y y y y y `t' FL 163.5y L 163.51• y �' 26.1 163. ' W y y y y y y y y y y y TC 164.01 y 'TC 164.01 y y 0.74 FL 163 54 y y 't' y y y y y y TC 164.04 y y y y y 1 y y y `t' y `I' `A' y FL 163.60 y y y y y y y y y y y y y y y y y y y y W y y y y y y y y y y y y y y y y y y y y y y y y y y y �m yTC 164.10 10+50 y y' y y y' y y, y 11+00' y y `I' y y `4' 11+50 y y H 6 Zr L r CURVE DATA TABLE r # R L A DESC ALIGNMENT START END t > S- _ C10 19.00' 33.72' 101°41'12.17" EOA MAIN ST 10+44.99,29.07'LT 10+63.71,51.82'LT V. l � •'-k � - - " J 11 r p R C11 3.00' 5.29' 101.03'34.08" EOA MAIN ST 10+35.00,4.92'LT 10+37.95,8.50'LT t E� aE C12 31.49' 35.67' 064'53'40.46" EOA MAIN ST 10+88.69,42.8T LT 11+15.18,21.88'LT I, a7 C13 20.64' 23.33' 064°4525.14" FOW MAIN ST 10+99.46,41.03'LT 11+18.07,29.10'LT a� C14 300.00 31.41' 005'59 55.16" ECA MAIN ST 11+16.50,8.50'LT 11+47.86,6.W LT _ KEY MAP a 5' m' i }p} SCALE V-5' 1 PROP,, CONSTRUCTION DOCUMENTS N EF ReAsi EIa and Addendum9 SHEET 5 W ENGINEERING DIVISION CITY OF TIGARD C10.1 E` 3P Descn tion Date No. B PUBLIC WORKS DEPARTMENT CENTURY , „ WEST naWO,SOREGON 97223 2OF � ��.�+� MAIN STREET PHASE 2 IMPROVEMENTS /r ' VY a 20- E N G N E E A N ° W3b9TM0f E 1,1011 503-6.39-4171 i4 fA. 50J-61/-0751 `1111th✓ �` 'jo ;NO MM -TrA -ORGov GRADING DETAILS FILE NO !ie ONEINCH(REF) EXPIRES:63W20I2 DESIGN JAJ DRAWN:AJF CHECK: RDV PR017 BID ON y y y w y y y y y `✓ y W y y y y y 1 11 10+50 y y y W y �' -V 11+00' y y `�' y W �' 11+50 s 34.12' 33.53' FL 163.67 FL 163.77 0.7% FL 163.55 FL 163.55 0.7% A' TC 164.17 TC 164.27 TC 164.05 TC 164.05 'Y 83.6 SW MA_ IN S T ""��--�- � ,635 � m ' 1� I 1633 X6$8 `. EOA �3.51A L 183.48 EOA 163.46 EOA 163.34 16+2 EOA 163.10 EOA 163.21 EOA 163.16 FL 163.31 EOA 163.29 EOA 183.14 FL 163.07 FL 163.13 FL 163.18 7FC=FL ' FL 163.43 TFC=FL FL 163.26 FL 163.11 TFC=FL TFC=FL TC 163.68 TFC=FL TC 163.76 TC 163.61 1.93' 05% 1 8.79' 18.00' - 7.00' 19.19 12.75' '7 7.00' 10.00' 8.00' 3.00' 14.85' V 0.5% 0.7% 6,5% p 0.7% $ 4.07 i3 0.3% D 7.0% 0.5% D 6.9% 0.7% 8 $ 0.7% 0.7% `d aFL 163e D 'mm D u� D p �i +o j\ --+ p C163.56 $ �b p �Eo D �0 8.00' Jl� a- - r n rn FG 163.75 f FFG 163.64 A r ^ 0.7% 7.85, FG 163.51 18.02' FG 163.3 D 7,01' I.12.80' p 6.00' 4.44' q 14.58' 7.00' D 10.00' 8.00' 0 23.86,q 10.4%� D `0.7% 6.5% a�0.7% 0-7% 0.7% VERTICAL CURVE 7.0% 0.5% 6.9% D 0.7% b - FFG 163. T -� p FG 16376 MATCH EX.- - $ $N, FG 163.84 FG 163.7 V FG 163.84 FG 163.15 fG 163.21 pO > D i[iM u1T N2 O N� Q 17 C``;� n FG 163.66 n n r r 17.95' gi,m ,M FG 163.68 7.66' p - - - _FG 16369 _1.0% FG 163.87--/�-_ _ _ -6 r MATCH EX. 4.4% FG 164.12 D `� 'P MATCH EX. MATCH EX. -'- _ _ - - - - - _ FTCHE . o �_ - --_ ' - -a6% - I-- MATCH EX. p �. FG 163 741 FG 163.75) D �GI G164.53 'wXw' 1O �� 1TC 164 09 D p II I I � ), 6.00- ___MATCH EX. MATCH EX. Ai V MAT EX'„ Fc 164.4 �7 MATCH EX. 2.1% _ 2.5% 1> �( a �, I v 1 v --- - -- 21.52' 'Vi 0.9% \ \\\\� FG 164.81 ' MATCH EX. p CURVE DATA TABLE 9 R L L DESC ALIGNMENT START END e C15 3.00' 4.13' 078"52'03 92" EOA MAIN S7 10+35.79,0.92'LT 10.38.73,1.50'RT ` -7-- 2 f!{MlERR s6l2R! 1 E 5� 1 i I a� KEY MAP 0 5' to, R x SCALE 1••5' PROF CONSTRUCTION DOCUMENTS ytf GINFes E? ? F Revisions and Atltlentlums SHEET y, ENGINEERING DIVISION E 3P Dascn 11on Cate No. B CITY OF TIGARD . ,05„z,a oEFlCE PUBLIC WORKS DEPARTMENT CJO.J ON ` �'�'K � 1J125 S.W. NW.BI 29 W��wEsruRv � � ■:�,RI OREGON 97225 MAIN STREET PHASE 2 IMPROVEMENTS ppp sw.naziwasta OF �9 9N GOd VOCE:503-679-4171 a,2 ENGINEER I N G Sp1bNSPoFM FAX.' 507-624-0752 94 Y 0. V , WN1Y7"�0-01I'G0° le ONE INCH E%pIRE5:6/702022 DESIGN:JAJ DRAWN:Aff CHECK: RD V PROD,NO: 97077 BIDON: GRADING DETAILS FILE NO �.,•\\ FG 168.2 FIG 183.88 I •••�� FG 169. FG 164.86 FG 185.94 �A G 165.38 MATCH EX. V . MATAT CH EX. I V MATCH EX MATCH EX. A M 16488 MATCH EX. MATCH EX ` •� ��, FG 166.05 �� G 166.30 FG 164 04 FG 183.88 MATCH EX. A V A \ ` ` MATCH EX. A\ 0.82• G 184.40 �\ FG 164.8 \ '•� EG 166.01 \ \ MATC\E1L MFG 43 ATCH EX. P, G 164.11 G 18423 . MATCH EX. \ \ G 164.86 FG 185.2 MATCH EX. FG 165.71 \ G 188 31 Mg79, MATCH EX. \ \ \`�MA\CH EX. \ MATCH EX. MATCH EX., \ ,MATCH EX. \ p MATCH EX.` FG 165.33 \\ \ 17.75' 4.68' 6.05' i 6.59' ` •'10.00 10.00' \ \ \ 12.56', `8.98' 8.8T 11.12' 10.18' 13.01', .I 1.1% 1.8% \ 1.8% 1.8% \1.8% 2.1%`. 2.1% 2.5% 2.8% 1.8% 18.19' o D 4.94' C74' 4.58' . 1.1% _ a w - _ __ _ p _ _ _ _ _ _ _ 1 2%_ - _ ° _ _ _ _ - FG 165.05 b -2.1% -2.1% FG 166.00 FG 188.2 D ^. D � v CIY�v ,� D n MATCH EX. oo o a r' 1n fz n MATCH EX. v o FG 163.9 jV' �'N., `fie p em i� 17 Ne m wa EG 165.96 0 b$ WM �� C'7 t:� p r.. r.= n� 1,Y/ r� ro noA,1 f:o,I FG 165.54 �N 18.83' D a' - 8.35' 8.00' G184.12 32.56' 4.94' 8.03' VVM p 8.82' 4.74' L!41 VY IVI 11.12' (]•10.18 13.01'. . D 0.7% 0.7% 1.3% 1.7% 1.7% 17 1.7% 2.8% 2.7% 1.5% 1.5% 2.1% 2.1% D p FG 164.02 p D FG 165.37 D p FG 166.04 FG 183. D 4 a FG 165.18 FG 165.76 FG 164.69 FG 184.93 FG 165.30 g p p g0 ga e D 89 80 ro q °6 FG 164.77 by (6? m D 23.24' D ro^ 7.52' ES - 27.17' D FG 163.96 �j8.00' p FG 164.06 46.5T p FG 164.87-N13.89 TC 185.25 15.69' 7C 16548 2.51' q 0.7% - 1.3% 1.7% 2.7% FFL 164.75 1.5% FL 164.98 2.19'° 1.9% W W EOA 165.04 y W 2.61' W W W W 't' � � 2.10' TC 165.48 FG 165.47 W W y -1.2% FL 165.01 ae FG 185.25 v2 EOA 165.07 TC 185.50 FL 165.04 a' nN y y y FG 163.84 'D" - FG 165.58 W 8 9 00oo ° > EOA 165.50 1.30' B.OD' ?9?' FL 165.49 0.0% 1636 JL5% 3g�� TC 165.99 FG 165.49 n N B.pg• a o6.00'o e 6.40' 5.39' EOA 163.72 2.0% TFC=F 1637!' F9 FCL 8.00' EOA 163.87 m 1,7% FL 163.84 9 jU V TFC=FL EOA 164.44 C77 '1638 /'°63FL 164.41 EOA 165.11 FG 16 X22 8.00,• EOA 165.55 FG 165.36 FL 165.52 26.16''FL 163.90 FL 163.96 D TC 164.91 FL 165.08 EOA 16523 1.8% EOA 165,45 TC 166.02 0.7% TC 164.40 TC 1� TG 165.58 FL 165 20FC-FL EOA 165.34 FL 165.42 TFC-FL /TC 165.92 y FL 165.31 FL 163.97 � TFC=FL W 0.64.y TC,69.470 SW MAIN ST L6% FG 184,04 FG 184.19 12+08 / FG 165.41 FG 165.55 5Rs �i7 6q2 61,� sqp sys sps °vim s?s su9 sso 7_\ sg� ss� °Y ssS ssa �s� °Se yrs \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ W CURVE DATA TABLE 1 # R L 4 DESC ALIGNMENT START END Q C16 2.50' 3.68' 084°16'30.04" EOA MAIN ST 11+73.87,4.12'LT 11+76.10.1.63'LT 1 ............... C17 301.50 34.46' 006'32'55.61" EOA MAIN ST 12+15.49,11.31'LT 12+49.98,9.50'LT C16 2.25' 5.30 135'00'00.00" EOA MAIN ST 12+74.77,9.50'LT 12+76.35,13.34'LT , uj 5 r i G II !1 KEY MAP ySCALE 1"=5' „cO PROpF CONSTRUCTION DOCUMENTS ��4jta'GINEF Revisions and Addendums ENGINEERING DIVISION SHEET f 3 -Description Date No. B CITY OF TIGARD 010.4 aoan.nnomcf PUBLIC WORKS DEPARTMENT ON ` CENTURY , - 13125 S.w M4U KIM. 30 y Z/��wEST f ■ 1>GOM, OREGON 9722J MAIN STREET PHASE 2 IMPROVEMENTS OF B.Z0I1W f N G I ry F f R N G �Ey3ilOFal VOCE:5OJ-CJD-4171 FAN: 503-824-0752 94 d `4444✓ eF ° v0 w»w'new0-012'GOV GRADING DETAILS FILE NO ell ONE INCH(REF) EXPIRES:8/3020]2 DESIGN.JAJ DRAWM:AJF CHECK: RDV PROJ.N0: 97017 BIDON: - 11_50 W y'- - - - 12+00 - o - - -12+50 ^� ^yy - ^° _ ^6y - - _ W - To- f- - _ I _*'_ 1 '� -� EOA 165.43 T N > > > > 7 > > > > FL 165.40 >C >s 76" FG 164.19 sv sv cy �r sy sp sy 65. ss 6y, FG 165 41 FG 165.55 EOA 165.41 Ss 'r9 es 17.21' d A S 6 I '8 '9 O > 2 TC 165.73 FG 164.04 76 FG 165.3 FL 165 38 EOA 165.51 0.8% FL 183.79 FL 163.92 4 I d TC 165.71 TC 184.29 TC 164.42 s� I EOA 165. FL 165.48 s EOA 165.78 7 B3'8►EOA 163.77 FT 1F66&27 TFC 165.52 ` FL 165.75 FG 165.20 EOA 165.52 TFC=FL FL 163.74 D 8.00' 0.45' G 163.92 FL 165.49 7637 TFC=FL p I EOA 185.20 1.6%_ __ -___- 6.3% TFC-FL FG 163.75-\ 8.00' EOA 163.86 SW MAIN ST _______------ FL 165.17-' -- -��- 500' EOA 163.69 800' FL 163.83 ---------------------------------- TFC=FL gp% 3.55' - 0 15.00' ____________ 183,8 FL 163.66 TFC=FL --------------- EOA 165.19 6� 1.25'- 1.8% TC 164.16 - ----� 6 3% $m ________� FL 165.16 1� 0 0 2.4% `s 'm Q 020 --- - EOA 163.87 p ` TC 165.66 00°00 `� 163.5 EOA 163.53 FL 163.84 ``,�/, o 000°o ss 4� m - 15.00' FL 163.50 528' TC 164.34 0 �`EL �^1 1.8% EOA 163.38 TC 164.00 181 8.0% o 6.Op, o ,ti ,1 8151° FG 165.53 D FL 183.35 2 ° mQ 1.Sy°0 0 m W FG 165.79 TC 163.85 Gig •� T 051 G 165.49 0 16 iS `° w N W 'I' ECA 154.91 W FG 165. 8 g ^1�10 a m C1j I FL 164 88 y �� !� Ci o D o �. FG 164.3 W W TC=FG v Q EOA 164.16 TC 165.38 11.36' 10.03' DB O W W FL 164.13 W B{ 22% 2.2% 00' EOA 164.90 D Q 0. FG 164.35 ,y W TC 164 63 1 W n D 7% FG 164.36 FL 16487 W s- 15.00' FG 164.09 , o%' 1 D TC=FG W W EOA 154.17 TFC=FL W � "'.>, Q 1.8% �Q r� n p Q W FL 164.14 Q o W FG 165.34 FG 165.65 FG 165.92 D 15.91' 4.86' ' 73A� W TFC=FL Q D co �Sp. TC=FG D G165.98 2.4% Q 2.4% D FG 164.42 '7y .v o p $ $ 00 B.3q, g o TCFFG FG 163.92 D FG 164.30 FG 164. 653 0- boo I o o 8 ro p m Q I p EFL 164.76 0 0 0 78p m q3 7.45 L0%� FG 165.71 Q D 4.45' p C TC=FG1 A,*> m� TC=FG 1.6% S' w$ as D TFC=FL ° 67y6 3.9% 14.97' Q 7 '29• g $° ^`Osz FG 16526 63 OA 164.26 - .�� G 165.37 G 165.66 m O 1.B% I 66. W D m� FG 184.58 6, ° FL 164.23 FG 164-47 FG 164.77 �,v p - J 1 wiy W FG 165.76 g FG 165.06 V Q o? TFC=FL o B W TC 166.26 12.28' '7 D y m. - - _ $_ =o- - - - _- - a:� y FL 164.63 011p OopB• i.G� - 668' °,4 FG 164.28 ^6d' 7 TC 165.13 ^A G 185.2fiD FG 164.68 0.0% B I /W b1 0. FG 185.75 yry FG C 165.7 y0 � MATCH EX.Q MATCH EX v�7 - W zoo 70 EOA 164.37 6 v`"iMATCH EX.EOA 164.63 ��FL 164.34 `° 6.50 W 166.-_ _- 1I ^ TC 164.84 FL 164.601.0% 0.4% FG 184.31 ^.n ,� TC 165.08 W W / W / G 165.66 I, r FG 185.14/ FG 16FG i60.d LE 'd MATCH EX. \ ( U I / / MATCH EX, 4.50' MATCH EX. a �� -6.50' 4.13' L D 2.2%FG 184. /_py, •4.7% a� FL 164.60ioQ ' MATCH\ EOA 164.46 T L 165.08 ~ ^E`I / ! . ,J FL 164.43 v+ TC 166.80 1 1 FG 18A.74 a' TC 164 93 \� O 4.98' "' GMATCH EX. 3.4% MATCHCH EX. rz ccj p II ,� /Q � EOA 169.72• 0% 1 G 1MATCH ECH E X. FL 164.38 C 1 I FL 1&1.71 I I 1 0% TC 164 88 P 1 �r ; TC 185.20 / I k- ' 1.0% MATCH \\ I: FG 164.94 D %�� I wo FG 164. e \ L. 6.50' b5�1 �' is/: E% 1.0% ^ Ij -�.:;_ - EOA 164.54 � � � '��- FL 164.49 1 65 2 z Ti�,.' e # R L A DESC ALIGNMENT START END 1 � 6.50'n o TC 164 92 ' i �� ""7•`^ CURVE DATA TABLE $ '^ U I _ �. C19 13.50 11.11' 047°09122.89" EOA MAI N ST 11+58.39,22.00 RT 11+6629,17.68'RT EOA 164.55 , 1 1% FL 164.58 1 �/� I � ' C20 11.50' 9.46' 047°0422.69" EOA MAIN ST 11+6629,17.88'RT 11+74.72,14.00'RT '-M ° N TC 164.95 c � I 1 FG 165.02 MATCH EX. COMMERCIAL ST C21 31.59 47.55' 086°29 59.62" EOA SOOT" 0+11.58,42.74'RT 0+42.90,13.03-RT MATCH EX. COMMERCIAL ST Al ° C22 11.50' 8.65' 043°05'09.67" EOA SOUTH 0+42.90,13.03'RT 0+50.76,16.10'RT ® I1 o I f� C23 13.50' 10.09' 042°50 01.66" EOA COMMERCIAL ST 0+50.76,16.10'RT 0+59.94,19.70'RT 1 9KEY MAP i C24 2.50' 3.92' 089.43'34.80" EOA MAINST ST 11*73.60,1.50'RT 11+76.10,0.99'LT k C25 31.50' 50.35 091'34'48.14" 1 EOA I MAIN ST 12+41.11,41.87'RT 12+72.60,9.60'RT S SCALE 1"-5' �gp PRa`ESs CONSTRUCTION DOCUMENTS Revisis 7 Desmons°and Addentlum5 Dale No. B ENGINEERING DIVISION SHEECITY OF TIGARD C10.T CENTURY eswws bow�Xsrtom a PUBLIC WORKS DEPARTMENT ON VA u�4fN�.�Eo� `R(AR SW iW IXVD+0722J MAIN STREET PHASE 2 IMPROVEMENTS " p y WEST - naw., OREGON0-639 97zz3 OF 20°� soav,�im E VOICE. 5.3-a,0-752 I� (�F D vO f N G 1 N E E N N G , , ems•WARD-O•GOVz 94 >r ONE INCH(REF) GRADING DETAILS FILE NO EXPIRES:rw].rzm2 DESIGN:JAJ DRAWN:A/F CHECK: RD V PROd NO: 97017 BID ON: W 'Y \ \ \ MEG 167.0qE 1 y, y V OCHE ATCH EXX. ` \ VFG 966. MATCH EX., FG 16735 G 167.45 MATCH EX. G166.48 \ \ FG 167.12 MATCH EX. MATCH EX. 1.97'1 FG 166 34 FG 168.4 MATCH EX \ FG 168.87 FG 186 98EG 167.14 vy 1% ).MATCH EX FG 167.45 FG 167.80 FG 188.77MATCHEX.. MATCHEX. MATCH EX.5.08' 15.00' FG 167.27 MATCH EX.L MATCH EX.728' 1.9% 5.6 ' MATCH EX. 3.88' 4.38' y FG 187.90 V1.9% 1.9 22% 22% G 167.54 `f' MATCH EX. MATCH EX5 FG 168.81.5% � 1.6% MATCH EX._ _ 8.00'_ _TC - - - - - - - - -D FG18580 2.5% 2.20' 11.88' 2.96' -16.19'FG 165.90D 7 e TC 186.31 �a �w TC 16842`� NM F , na4 p� 4.1%.pp 1.9% 1.3% ,e 5.4%fON fON N O1� Qh N� � �hN v V wC4 lON (6 NN FG 167.77 'rn ou; NQ 7.26' 6.9()' 15.00'7.52' 1.8% 1.8% 2.1% 5.fi ' 6.00' 4 3.68' 6.59' v MATCH EX. a 18.19' 12.222.0 2.4% 2.5% 3.0% 3.1% y' 3.1% FG 166.17 7.26' ______ ....._.15.00'.__- -_ __D.... _- .... -__ _. FG 187.40 16.59' D C FG 188.40 TC=FG C5.1% D 5.4% FG 166.71 G 168.83 FG 186.98 - -FG 167.20 3.1% FG 167.90 _ FG 186.77 g TC-FG FG 167.1 8 9 D $o g TC=FG ono goo mom,- FG 167.64 16.00' D 7.52' 7.28' 6.00' 15.00' p 21.49' 23.13' D FG 188.33 � 27.0T 1.9% 5.1% p1.8% 5.4% VERTICAL CURVE 3.1% 3.1% 3.1% y � V FG 165.90 TC 167.14 EOA 165. FL 166.64y y y FL 165.61 EGA 165.77 EOA 166,18 y .1. IV TC 166.11 FL 165.74 EOA 11165.87 FL 166.15 EOA 166.64 y y g p TFC=FL 7C 168.85 y FG 165.69 TFC=FL 17 FG 168.21 D FG 167.72 092. �.'o`q2, u'�ss, y y J� 16.00' s y y y � 3.1% v 0 FG 165.98 5.33' gPR.c 18.00' 6.4% 3.1% bye / ^ 12.02' 12.02' Ili 0 1.6% 2.2% FG 166.47 EOA 167.45 X26 / FG 166.20 /SW MAIN ST FL 167.46 TC 167.96 EOA 167. EOA 167.71 EOA 168.20 EOA 168.36 D ^ FL 167.51 EOA 16755�FL 187.88 FL 168.17 FL 168.8 ^6G TFC=FL TC 168.83 / TC 168.01 FL 168.0 /167.88X TFjFL D / TC 168.02 `L '� P h Qf 1 0 ^6`O ^66 ^66 ^66 ^66 07p ^60 ^07O - 13100 50 / 14;00 \ y CURVE DATA TABLE { # R L A DESC ALIGNMENT START END C26 3.00' 2.36' 045°00'00.00" EOA MAIN ST 13+59.23,10.38'LT 1361.34,9.50'LT ` . ._... - R \... • ' a i6 KEY MAP 0 5' 10 R j}4 SCALE V 5' R5 ��pPR°pF CONSTRUCTION DOCUMENTS }' 1�CsfNEr, Revisions and Addendums 1N097'01-1 NGINEERING DIVISION SHEET c 5 Desch tion Date No. B CITY OF TIGARD CENTURY wn'uxc a=ce UBLIC WORKS DEPARTMENT C10.6 f4Afo row oss�� 125 S.W. roue&W.. 32 y . wESr an25 MAIN STREET PHASE 2 IMPROVEMENTS OF 'ZO ��'E.' ` T-6'.T9-1111V` A. w -52+-0752 94 VOwl`"GAFO-OR.GOVGRADING DETAILS FILE NO ONE INCH IREF) DESIGN. )AJ DRAWN:AJF CHECK. RDV PRBID ON: 11- /- -<1 13+00 - -(-'r L -4 ��--,Z \ 3450/ _ \ '\ 4, �� T 4-C'� - � 's 's 's 's 's 'ss '� 'ss 'ss s s s s s ss s s s } > > > > > > > > > // 3 S S\ EOA 185.88 \ \ \ \ \ EOA 158.53 FL 165.85 FL 188.80 TC 166.35 EOA 168.12 TFC=FL EOA 165.89 S W MA/NST FL 168.09 EOL 168.47 FL 165.86 TC 1\9 FL 168.44 TC 168.94 C27 TC 166.36 � 5.33' EOA 165.91 Ury 6.4% FL 165.87 s 11.48' 6sT TC 166.37 '10 3.0% $o YS i Ni 5.33' �' e d EOA 167.99 17 1 4.1% FL 168.04 8,08' y y TC 168.54 3.5%p EOA 168.03 FG 168.88 y y FL 166.08 ' TC--FGy FG 168.64 TC 168.58 �G EOA 166.73 EOA 165.87 FL 166.70 ' TC 167.20 EOA 168.15 y O FG 166.24 FG 168.76 18.14' 4.99' 34.90' 49.45' D TC 166.33 o TC 168.72 1.8% 1.8% FL 165 03 .VERTICAL CURVE3.1% . � FL 168.22 0.82' :7FG 166.12 8 0 $ G G 767.627 3.1%p 3.1% m 3.22' 10.00' 4.99' 6.80' 5.32' 22.78' 11.59' Q 12.00' FG 167.98 21.99' FG 168.65 5.01' G 168.82 1.B% 1.8% 1.9% 2.0% 2.2% C' 2.7% 3.1% - 3.1% 3.1% 3.1% y +1- FG 166.30 FG 168. y y se, y �' `� FG 168. a' a° a' FG_166.65 k �' FG 187.28 v u' o S o y `�" TC=FG 80 8o gM gm y N' '^ y y, `y G 158y.1 7 y y y 1563y O10.00 9 t ,s rFG 188.82 1.8% 12.00',V � 533'- G8753 -G 167. 168.02177 G 66.35 y FG 167.5 l 5.00' FG 16 27 y `v y y y y y y y y y `I' y I I 0.0% TC 169.30 y FG 189.3 I 2.of FG 1.6% 3.8° MATCHHEX. FG 169.47 I l ag TC 169.57 1 la! MATCH EX. CURVE DATA TABLE # R L 4 DESC ALIGNMENT START END C27 3.00' 2.36' 045°00'00.00" EOA MAIN ST I 12-9377.9.50-IRT 12+95.89.10.38'RT ..T g ~y C28 2.25' 5.31' 135°16'%W- EOA MAIN ST 13+78.75.13.34'RT 13+80 34,9.50'RT G 1, I d �a �$ KEY MAP 0 5• 10 a � SCALE V-5' � opRocs CONSTRUCTION DOCUMENTS AGI Ne, Revisions and Addendums ENGINEERING DIVISION SHEET F CITY OF TIGARD 010.7 gR sP Description Date No. 6 CENTURY "� � PUBLIC WORKS DEPARTMENT N oN 13125 S.w WU &W.. J3 WEST „ .' .7u am. GRe 97223 MAIN STREET PHASE 2 IMPROVEMENTS OF P9 a 200 Y� mmen�orss NkCG 503-639-{I]I 94 E N G I N E E R I N G FAX.- 50-624-0752 D "O ' MM11'"G4R0-OR.6GV GRADING DETAILS FILE NO E ONE INCH(REF) EXPIRES:N3oR622 DESIGN:JAJ DRAWN:AJF CHECK. RDV PROJ.N0. 97017 BID ON: FG 17 2.6 � FG 172 07 MATCH EX. FG 172.01 MATCH EX 12.11' \ A' FG 189.54 MATCH EX. 695 3.4% ,Y TC CH E FG 17E 2 2.00' FG 171.49 2.00' 1.79' 5.I MATCH EX. 26.19' MATCH EX 4.4% 35.46' MATCH EX. -1.B% 16.54' 3.3° FG 172.43 FG 169.10 MATCH EX. -„r 12,00'- _ _ FG 172.D4 - .y, 35 46' V 1654 2.00' - Nni vii- 3.1% i y. r FG 170.29 a W 3.5% v �' FG 171.52Z-" - 3.1% m o of w .• (...\ FG 189.72 1-N � v .yp -1.6% � .I.. c 1W TC=FG 'yN'y .L v " W y y y y �i do �,m FG 172 6 D v G 169.22' y- y 7.88' 12,11' X11 3.2% 1.8% 12.00 2.88' 11.09' 26.66' WAS' 16.6,V p G 172.36 3.1% 3.1% 4.6% D 3.1% FG 170.53 3.1% FG 171.62 4 p 3.1% FG 172.13-/ 3.2% v i�� p �3e TC 172.27 TC 172.32 F-C°169.14 g g� n 5 D 0 4 ,d� FL 171.77 $ FL 171.82 8 9 D Ids 16� mom' m� 10.62' 2.16' FG 169.72 24.50 CFG 170.48 3 1% G 170.64 17 5.1% FG 172.07 31% 12.11' ' 4.7% - 13,1% 3.1% 3.1% 3.1% 3.2% 1 8% 2.51' TC 172 26 FG 169. FL 171.80 30.13' •.7.88' 8.67' 6.00' 24.00' FG 171.56 EOA 171.85 2.51' - FG 170.64 3.1% 3.1% 3.1% D 3.2% / 3.1%. y EOA 172.07 FG 189.74 FG 170.46 D y. • FG 171-8 FG 172.07�� 1.49' EOA 17186 FL 172.04 b, w b,9z ^` -1.1% g r? 7C 172.28 7C 172 54 maAv ,x�m' FyL17y1.826.4p 1721 32%� 6.00' FG 171.90 FG 189.53 FG 170.27 y W CA 1/72.3 4 724.00' G 172.35 FL 172.33. 4TC--FG3.1% qCTC 172.833.t% 4° 60'5.33' 24. 0 5 30.13' 0.54' 600' 126.2% 'C4 3.1% C4 4% 3.1% -3.1% 53% o 03.2%o c / FG 171.7 FG 171.99 Ory EOA 169.27 EOA 169.44 EOA 170.17 D EOA 170.33 ^ EOA 171.56 8,�, EOA 172.35 n�0 FL 169.24 //Y! L 169.41 FL 170.14 FL 170.30 SW MAIN S T FL 171.55 EOA 171.7 3.2% EOA 171 96 FL 172.32 TC 169.74 TFC=FL TFC=FL b TC 170.80 TC 172.05 FL 171.73 FL 171.93 TC 172,82 o Ino /y / TFC=FL 17 TFC=FL cy ry e, Gi n0 00 00 00 10 a R 00 60 ^0' ^o (\ n^O o o D 4F, IF w^o Dwo w^w :1Iww w ^. w\ w w w n n nAe 14+00 14v50 15«0 / 5103FG 7192 3.1FG 172,18\ F (\ CURVE DATA TABLE K R L 4 DESC ALIGNMENT START END C29 2.25' 1 5.30' 1 135°00'00.00" 1 EOA MAIN ST 15+17.81,9.50'LT 15+19.40,13.34'LT . _ M ...... -' - ! e t i } ll F I KEY MAP SCALE 1'=5' mo, CONSTRUCTION DOCUMENTS O� ,GIN pe Revisions and Addendums Eg 3P -Description Date No. B ENGINEERING DEPARIRISIONTMENT SHEET CENTURY LO1i1IAH°0e1� ,PUBLICNgRKSDEPARTMENT CITY OF TIGARD C70.8 $ e ON r N� 1125 S.W. FLIL BLVD.7223 MAIN STREET PHASE 2 IMPROVEMENTS J40F ON WEST �^^� �.�°� ■ ?J725 OREEkkI enu F N G I N E E ! I N G 5969910 FIi VOICE 503-09-4171 I".. 503-624-0752 94 FF F D. V � R1/%:DOARD-OR.GOV F! ONE INCH(REF) EXPIRFb.M30R6t2 DESIGN: IAJ D-F WMAJF ICHECK: RD V PROJ.NO: 97017 BIDON: GRADING DETAILS FILE NO 14+� _ _14 l T ,4-50�-'� �C'�TD� �` FG 171.9.. 15+00 FG 172 18 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > sy s9 s� s9 sy s� ss sy sy sy 'o o '0 '0 '0 'o 'o 'o 'o 'o i i i i a LE i1' '6� 8 'S 'O ' ' '1 'v '` ' T\ 'ff 'S 'OECA 169.26FL 169.2 \ATG,69.73 SW MAIN ST 800,7,76169.09 EOA 16927 FL 171.73 p169 09 FL 169.24 EOA 171.18 TFC=FL 8.00' EFC=FL TC 9 74 FL 171.15 3.2% FL 171.93 FL 172.18 \ TC 171.65 FG 171.73 TFC=FL TC 172.88 p 30 EOA 169.31 FL 169.26 'y"� FG 171.99 rn 5..33' TC 169.76 y y o° 06. �a o 8.00 3.1% 128% 9.40' 131.2.5%4 'D 0 00 EOA 171.06 y y y y f DFG 1 89.10 FL 171 11 y y y J $nn 9.35' 3.1% TC 171.61 3.2% FG 172.8 FG 172.16 eFG235 N• TC=FG 3.2% o pY y 8w EOA 170.78 TC 171.92 y m ECA 169.49 FL 170.75 FL 171.44 `1'- V W fG 172.58 a D TC 171.25 ECA 171.35 J' FG 172.07 16.19' p 18.10' FG 169.22 T \ 3.2% 3.2 1.42' D 15.00' 23AS -6`p6,.1_9'�Jp• J. `� y amy4-3_07'_7 15 5.0 %4' 4y._ 7 r�l 17 4.ty' 3.1% 31% TC 169.93 31% 41% 3.2% TIC 171 IV FL 16943 . 6 . D rti FL 171.37 - TC 171.92 Jr 4M BJ.� 06. FL 171.42 3.2% rT 1504' FG 4.1 , FG 171.3. y y y FG 771.93y FG 16994 FG 169.28 5.51' VM y C32FG 169.27 34% FG 170.09 4 MATCH EX y 1300' 4.00' 14 IFIG 2.00' y MB FG 169.71-/\ 50% \ FG 170.11 y200rD Jy 50% MATCH .\ 169.85 FG 170.04 MATCH EX. MATCH EX. rnFG _ _.AIVV ' 16955 MATCH EX. CURVE DATA TABLE 6 # R L A DESC ALIGNMENT START END C30 3.00' 2,36' 045'00 0000" EOA MAIN ST 14+17.87,9.50'RT 14+19.99,10.38'RT C31 4.00' 6.28' 090°00 00.00" EOA MAIN ST 14+12.18,35.50'RT 14+16.16,39.50'RT C32 5.00' 3.03' 034°42'57.29" FL MAIN ST 14+21.67,39.50'RT 14+24.51,40.39'RT ,�''��`f�''�'-f'.. '"i" C33 2.25' 5 30' 135"00'00.00" FL MAIN ST 14+78.81,13.34'RT 14+80.41,9.50'RT r- 7 •... ...... �I 'r i �j KEY MAP a�p SCAL +Ft 440 PROFF CONSTRUCTION DOCUMENTS INOIN6f Revisions and Addendum5 SHEET y, ENGINEERING DIVISION 3P Desch tion Date N°. B CITY OF TIGARD C10,9 E75 �p �,�,o� PUBLIC WORKS DEPARTMENT /// CENTURY ym�r.00xsxow.surzm ;NO 13125 S.W. I BLVD. .35 N9 y %Y//dWESr ,,,x �� D�,RD, °B�Lb 97223 MAIN STREET PHASE 2 IMPROVEMENTS OF E N G H t f t i H G ✓0i 503-639-4I7t 94 $59b399�[F0.0 FAY. 503-624-0752 "°° "'"�" °-0"°°� GRADING DETAILS FILE NO 8Q ONE INCH(REF) EXPIRES:61302022 DESIGN:JA✓ DRAWN,A✓F CHECK. ROV PR077 liw,DnN: V .\ F0 173 74 MATCH EX C B \ FG 173 46 A FG 174.3 \ FG 174 8 FG 174.88 FG 175.00 FG 173.18 MATCH EX. \MATCH EX. �\ �MATCN EX . MATCH EX. EC 174.82 .17 5.02 ^, \ MATCH EX. MATCH EX `V A� V V -MATCH EX. 'V . 1 .08' . 17 9.6 1 3.4% 43,3% 3.1% 3.0% 3.3% D 33% 2. % 1.3% t2. 00' ,F v D 1.0% a N FG 17523 N FG 175.50 D _ _ -zo _ _2 _MATCH EX._ - N- MATCH EX._ a CI m tV 0 Of!V co N D 6 fV O)fV v M Gi O I b 9.OT WM 9.08' 9.08' 9.08' 908' r/ FG 175.12 9.08' 908' D gr oroe WM 3.2% 3.2% 3.2% 3.2% X3.2% D3.2% 3.2% "4 "R FG f7-2.89-/' 72.09 FG 173.18 p FG 173A7-/ FG 173.76 D v FG 174.05-/v 74.05 FG 174.34 FG 174.63 10.44' 4.69', 4.22' D 15.78' FG 175.7 V 3.2% 3.2% 3.2% FG 175.25 3.2% 1.00' 17 D a D FG 174.97 0$ 831% C D TC 174.32 fO" Vmb- TC 17573 Q p 50.55 p 5.00' 23.13' FG 175. 20.00' v FG 175.7 3.2% c 3.2% FL 173.78 3.2% D 3.2% FL 175.23 D EOA 17368 EOA 175.39 FL 173.65 /^ryry TC 174.15 g D D g n EOA 173.82 n s D 4 n1N FG 174.94 FG 175.58 ^ti v 20.60 10 3.2% N n Ati 5.33' 0 20.00' D 'Yp'0 m 6.0% 3.2% 12.6% EOA 174.66 SW MAIN ST 017464 O$ EOA TC 175.1 / EOA 174.75 FL 11489. EOA 175.57 ,5 EOA 174.74 FL 175.54 EOA 175.74 nA FL 174.72 TFC=FL FL 174.71 TFC=FL FL 17571 TC 175.22 Ate. D / TC 175.21 / / / / / / TC 176.21 P } P P b > b h h hry h h h �O h h h 0 \A \�n� \L� \/\e A L\\/n ,:� 0 v 15. \6 CURVE DATA TABLE 8 N R L A DESC ALIGNMENT START END C34 3.00' 2.36' 045.00'00.00" EOA MAIN ST 15-90.25,10.38'LT 15-192.37,9.50'LT .ter] ^u`,.)_. 4 ."]."�;)- �' •e_��F T�st j F 15 KEY MAP 0 5' 10' 4 5 SCALE P-5' PRCFls CONSTRUCTION DOCUMENTS aGI NES, Revisions antl Atltlentlums SHEET Desch ion Date No. B ENGINEERING DIVISION CITY OF TIGARD CENTURY 'PUBLIC WORKS DEPARTMENT CIO.10 k WEST ■. 131245 S.W.O u; 3s 9N o0 °� VOCE So3-�-,171 MAIN STREET PHASE 2 IMPROVEMENTS OF y'(�F �_VD��' E N G N E E [ N G »tEN1r10 FIJ • , FFR.rNWJ-024. 0752 94 GRADING DETAILS FILE NO ! ONE INCH REF) ExPIRE561002022 DESIGN:JA) DRAWN:AJF CHECK: RDV PROJ.N0: 97017 1 BID ON'. Z / / `3.2%� / / / / /+50/ FG 173.91 / / / /4�-� / / /16+00 �J {�• {� yl yl {, y1 {� yl yl yl I! P P P P P P A A A A S d d S S d S S d d d d 'd 'd > d 'S \ p V mn \ \ \ \ EOL 17437 D v p @ \ C 174.34 EOA 174.35 \ TC 174.84 FL 174.8 \\\ \ E F 173.55 173.52 FL0173.8972 EOA FL 174. TC 174.65 \ p 4 TC11 174.D2 D TFC=FL TFC=FL \ C36 FLL1174.383 SW MAIN ST 12 3' TC 174.88 \ 30.17 5.33' D 16.00' EOA 174.48 D 3.2% 4 6.2% 3.2% ug$, a`; FL 174.43 g N TC 174.93 V Q y 15.005.33' 4.79' �,,, 'NON-TYPICAL CURB p 2.1% 10.3% 3.5% } EXPOSURE D I-aF w vr,FG 174.21 } 1 FG 174.76 FG 173.90 " w p I \' EOA 174.84 SEE STAIRWAY ELEVATION VIEW, FL 174.81 A� D W mo Vo y W THIS SHEET TC 175.41' OA 175.00 v '� 4 FL 174.97 30.12' FG 173.85 ,�, D EDA 174.63 TC 175.47 v 3.2% 1.43' FG 174.027 FG 174.33 4 55.67 - 1 ,I 5.2% D Ism.1% 23.% p TC 175.14 7.66' 5.00' G 75.54 FG 175.96 1.50 p 3 p FFG 173.85 3.2% 2.1% X FG 174.78 3'S% FL 174.58' 3.5% 1.2% _FG 175.61 J 3.2% FG 176.01 o g o FG 174.59 p FG 175.14 FG 175.47 FG 176.17 FG 174.08 1.50' 67A2' a...- 15.20'D 5.00' 5.16' 10.21' 9.62' 4 4.93' 2.4 10.75' 1.50' 5.00' 5.2% p 21% 0.70' 3.5% 3.5% 3.5% 3.5% 1.2% 3. 13% 3.2% 0.7% 32% 35% FG 174.39 W W W W FG 174.41 4 D i3 7n " 10.75' ne 5.00' 3.2% ax_ _ _ ae R D W W m \W FG 174.05 ry TC-FGry` N N '+' YY I� wy. FG 175.W 1.0% G'G 175.83 m 1 r ELEV n 1° 'O 1° r m _ :G'11'75.55 -FG 175.97 Q PER PLAN 7 u> ry _ _ e -8.39' 9�, � I _ FG 173.8 J, o F�`+ < F n 2.6% 'Y FG 175.67 FG 176.85 I^, L� 1n, TC 174.01 '1' 9h `? 0.5% a 14 L I\ W 12.12' ,I, y G FG 175.12 °' 5.00' 6.06' 0.6% ....... .. MATCH EX. 2 0% FG 175.341 eh G 174.13 MATCH EX. n e 11.7% 1.0%p - .6% G 176.68 EG 176.68 d - MATCH EX. m a MATCH EX. MATCH EX. $�, FFG 176.80 $ vi ELE iD ELEV EG 176.70 PER PLAN �= FG 173.79 2.00, 12.12' 8.00' 15.20' 5.00' 9.62' 5.00' _ ° °d j MATCH EX. -1.0% a` 2.00' V FG 174.63 d\ 6\ 1.7% 6� FG 174.95 FG 175.74 11.7% 1.0% 2.3 ° 1% b FG 174,05 ,o a Q, MATCH EX MATCH EX. ° 1 MATCH EX. 0 0.0°� o TC 174.87 0 o o. i FG 176.86 G 176.91 MATCH EX. I I liW200' EG 176. EG 176.70 64 FG 176.77 5// FG 175.73 G 176.91 FG 176.92 MATCH EX. -riT'�'-,, MATCH EX. MATCH EX. MATCH EX, STAIRWAY ELEVATION VIEW CURVE DATA TABLE # R L A DESC I ALIGNMENT START END C35 8.01' 12.56' 089°51'36.13' EDA I MAIN ST 15+52.41,43.73'RT 15+60.41,35.73'RT C36 3.00' 2.36' 1 00'00.00' EOA MAIN ST 15+81.13,9.50'RT 15+83.25,10.38-RT x , . . 'r i 9 4� x KEY MAP L 00 55 10' R d SCALE V•5' 6 rI- 1 RzlF CONSTRUCTION DOCUMENTS f{;8 NfF-a Revisions antl Adtlentlums MtNUII RING DIVISIONCITY OF TIGARD C70Ei1 sPE Desctl tion Date No. B LIC WCRKS DEPARTMENT ADDENDUM 11/04121 1 JAJ CENTURY `°"""°°""` 5 5.N'. Fd1LL BLVD 37 Metro qRE°°° WEST � 50JCOONS712J MAIN STREET PHASE 2 IMPROVEMENTS DF m®n,oru 503-5J9-752 E N G i N [ [ v i w G 503-61R.GOV 94 . ° °° ""D°-0R4°YGRADING DETAILS FILE NO ONE INCH(REF) DESIGN:✓AJ DRAWN:AJF CHECK. RDV SOON: FG 177.23 \ FG 177.04 FG 178.18 \ '✓ MATCH EX. FG 178.78 MATCH EX. FG 178.18 MATCH 6 \ FG 176.96 FG 176.71 MATCH EX. FG 178.24 MATCH EX. \ MATCH EX. G 17201 TC 177.22 FG 178.15 MATCH EX. MATCH EX. FG 17840 FG 179.16 FG 179.75 -FG FG 179.77 FIG 17682 2.89'9% 6 39' FG CH E FG 177.98 MATCH EX. MATCH EX. MATCH EX. 5.33' MATCH EX. 15.00' MATCH EX. 4.00' 4.67' 4.66' 3.46' EG 179.73 EG 179.72 f rf 2.9% 2.9°k 2.9% 3.8% 4.4% 0.8% 1.3% 8.00 6.09' 14.78' b o 8.39' a 6.00' 'v D 1500' ,E \ 4.7% 4.7% 4.1% FG 179.80 4.7% Y8 n o m �!S ;D= a`! M 9Z .e EG 179.77 mN m� 13.2%n+o 3.2% ro 3.3% -INmIN� Nq rnN D �m 32.70' FG 176.89 2.94' -6.39' '6.00' p - - 15.00' FG 177.89- -4.00' 8.00' 5.00' 3.42' 8.00' 8.09' 14.76' p 3.5°k EG 176.83 3.2% 4.7% 3.2% 6.5% TC=FG 2.6% 2.6% 2.7% 3.5% 0 4.6% 3.6% 4.9% FG 179.74 b� b� be be b� p I 0 8 S$ g 0 FG 176 91 0 o JFG 178.25 0 o FG 178.74 FG 179.03 0 8 FG 179.19 a EG 179.73 FG 176.92 ao tO TO 177.41 `O FG 178 12 4iO °O v c D 35.52' EG 176.87 6.39' 6.00' 1600' FG 177.99 FG 178.37 16.09' 4.50' ,,1025'9.19 d 4.42' 3.4% 4.7% 3,2% 6.5% VERTICAL CURVE 4.9% 4.9% 4.9% D zg FG 179.69-1 � y EOA 176FL 176.48 FG 176.93 TC 17897 `; �� FG 179.91 FG 176.16 EOA 177.84 FL 178.47 D TO 178.95 EOA 177.36 FL 177,81 117845 14.67' EOA 176 88F 177 33 5.2% TO 178.31 "✓ FG 180.00 . FG 176.55 111 176.85 TO 177.83 ECA 178.72 y y y y EOA 176.68 TFC=FL �3�92 T L 178,74 179.24 y y y y 27 FL 176.65 27 y, TFC-FL u'0a92, y y W EOA 176 07 y y y FL 176.06 y •L' y TO 176.56 EOA 179-57 y W FL 179.59 1202 12.02' TO 180.09 /FG 176 89 32% 3.2% FG 177.66 038 EOA 176 OB FG 177.27 EOA 179.71 FL 176.05 S W MAIN S T FL 179.68 EOA 179.96 TO 17655 TO 180.18 FL 179 93 D / / / TO 180.43 N V h fo n b A o N h tr h 0 n 0 m o v / ^h' ^0' ^6 e, II ^^O- ^^r°- ,V1 m 16+50/ 17+0027 CURVE DATA TABLE 4 R L A DESC ALIGNMENT START END C37 2.25' 5,30' 135°00'00.00" ECA MAIN ST 16+34.27,9.50'LT 16+35.86,13.34'LT C38 3.00' 2.36' 045°00'00.00" EDA MAIN ST 17+30.75,10.38'LT 17+32.87,9.50'LT x r 1 t 7 I KEY MAP C� 0 5' 10' R 4 SCALE 1"=5' S�"s,'D PROFES ao'"FFS4� Revisions and Addendums CONSTRUCTION DOCUMENTS E NGINEERING WORKS DEPARTMENT CITY OF TIGARD C10, 2 fy' � Description Date No. B CENTURY 0° f UBLIC WORKS DEPARTMENT S0G1E"°b•1SP00n""'x"0025 SW n &LVD. 38 ON I WEST cARD, ORecORsv223 MAIN STREET PHASE 2 IMPROVEMENTS 9 9 m m m�ifsinoffcc OF 50J-9y'(��d.200Do-V; F N G N f f x N G SSB TiIOffS 4171 50J 662728 0732 94 D. VO YW.nGARD-ORGOV IIIf ONE INCN(REF) DESIGN'JAJ DRAWN-A/F CHECK' ROV PR17 BIDON. GRADING DETAILS FILE NO 16+50/ -j 3 -> a >a >a / a w s s > o o v a w s o > o o n a N \"'x.52 SW MAIN ST EOA 177.12 OA 177.29 \EDA 178.06 \0\8.25 FL 178.9 EOA 176.77 TC 178.99 FL 176.74 FL 177.09 FL 177.28 FL 178.03 FL 178.22 \ \ TC 17724 TC 177.59 TFC=FL TFC=FL TC 178.72 Cq7 EOA 178.59 24.00' FL 178.53 O 3.2% TC 179.03 y y y 5.33' p 17 $ 12.9% 1 6.2% Q �, y `✓ <d 24.00' v o EOA 176.64 y y y 3.7% FL 176.69 �, TC 177.19 y y FG 177.30 D FG 178.07 L J p 17 y y $go $g EOA 17.; V 6 D roo TC 179.45 EOA 176.80 D F g 0 FG 178.78 L 178.95 177.42 FG 176.19--\ '\ 9 T Q TO 177.39 24.00' 14.83' 11.86' 3.D0' 18.16' FG 176.21 •2 3.2% 4 3.8% 4.6% 5.0% VERTICAL CURVE 1 50• FG 178.68 FL 176.89 a sc 3.2% FG 178.38 D 1.00' g� � o o D � FG 179.30 �o FG 180.1 FG 160.53 a G176.89 19; �r 5.25' 9.73' 6.00' 18.52' 3.2% -FG 177.48 24.00' `/ 14-03' 11.86' 3.00' 6.07 8.05' 8.118' 3.2% 3.2% F3.2%. 3.2% n 3.2% 3.8% 4.6% 5.0% 5.3% D 5.7% 5.8% y y y 1501, 1.50, N7 �' FG 178.25 ✓ y W G 178.82 G 179.51 1.3% 5.25'3.2%+' 1 1.% y' m m I'o.Ian. y �"% J' 2.00'Y�7 R wi o s7 6.21 0.0% 'von TC=FG at B�s W y `�1�- -� y g FG 179.38 FG 179.83 i y FG 178.40 . ....00%_ 2.2% y 5.6%y y ^ ^v '�.s y �f-=�� _ yv� 17 _ _ _ _ _ _ ' � 3.00' -6.07 -6.05'FG 176.74 fG 176.74 FG 176.88 29 �, TC 17921 („pGW 79. 1 5.0%a 5.3% 5.7% 5.I% G 176.23 T 'L'd'M" FG 178.87 v FG 180.58 H S a0, 7.31' 5.00' 24.00' 3.�' 6 1` MATCH EX. ,I, y G 179.56 FG179.88 ,y m r 0 5.5% N 5.89E NO--FG 17258 FG 178.59 n 2.9% \�`� ` w y �. G 180.23 MATCH EX. MATCH EX. I - w G 176.88 c '!' G 178.70 o _ MATCH EX. I MATCH EX. FG 17729 . -�� 5.9% �' MATCH EX. h I'- -� FG 178.87 .. 1.gq, FG 176.77 �� `� . MATCH EX. FG 176.76 MATCH EX. `. MATCH EX. 0 5 i CURVE DATA TABLE 6 R L A DESC ALIGNMENT START END C39 2.25' 5.30' 135°00'00.00" EOA MAIN ST 16+54.09,13.341 RT 16+55.68,9.50'RT Y C40 5.00' 7.85' D90'00'00.00' FL MAIN ST 16+66.87,40.W RT 16+71.87,35.00'RT C41 3.00' 2.38' 045'00'00.W EOA MAIN ST 17+08.11,9.50 RT 17+10.23,10.38'RT 4- - r � ;_ rT- n- _ c 1, a Ar KEY MAP H a 0 5' IV Q SCALE V-5' 0� 725- PRZ4, CONSTRUCTION DOCUMENTS INFF Revisions and Addendurns SHEET PE� Description Date No. B UBLNC WORKS DEPIARTMENT CITY OF TIGARD C10.13 f MAIN STREET PHASE 2 IMPROVEMENTS ADDENDUM k02 11roaz1 1 JAJ CENTURY tee, say,w,sJIR.11 f2J S.W. H4U &W.. 39 7�/WEST G .. OREGON 4171 OF OREGON � IArF oSv.Eco an bless Metro _ a 2p00 f N O I N E ! [ 1 N G m^�nNl AX- SDT-G79-1111 94 j AFF G v 'xiv.7+c Jo-`o2'R.co07v2 !f ONE IN I D DESIGN:JAJ DRAWN:ZT CHECK: RD17 BIDON: GRADING DETAILS FILE NO EXPIRES: I FG 183.14 b� MATCH EX. n G 182.03 "1 FG 183.24 p TC 182 48 200' 2.00' MATCH EX. FG 184.38 H: FG 181.74 - MATCH EX. I FG 185.21 N N FG 186.88 MATCH EX. 5% $$ _ 4,e 4� FG 187.42 / MATCH EX. MATCH EX. FG 185 E N FG rci -- - n n MATCH EX. MATCH EX. a MATCH EX. -_ -�-. - -_-__ MATCH EX. -FG 188. _ - o_ - - I _ FG 183.36 _ j - 1.11' o iG a m 0.84 - \ --- - _ MATCH EX. $w e M v o 5.4% <b - _ - -'��r r_ - - �p�v�i m D 11.40' 0.0% FG 183 21 _ TC 183.84 _ w �� FG 185.30 ry� o��'+ bow R - -� - - - - - - - . g . . w p 254417,19' 702 29.38' MATCH EX. 20.00' 12.63' 6.0 ' 11.93' 1238' $ a°p 11.44 ' 4.4% FG82pFG 183.61 FG 184.69 57% 6.6% 2 FG 1 87.42 G 181p0 5.4% 4.7% 1.2% 5.3% a4.9% FG 181,06-fG 181.89 1254%E4.8% o o = ao G3600 MATCH EX FG 18154 m 17 FG 185.37 1 Ed G 181.98 p 81°h -20.73' FG 180.93 12.36.01' 7.00' 30.20' FG 183,55 20.60' FG 18463 12.83t30FG 185.31 p 24.72' FG 186.61 G 4.9% 4.9% 4.9% 1.2% 54% 5.4% 4.7% 1. 5.3% MATCH EX- XQ F1.52' 4.7% .._- 17 W WM A FG 181,92 n W FG 185.24 ,E '�' "' ,v 11 15' ^ FG 181.8 En 3` fns ,�. 600'm� .y �' W "'� 62% TC=FG 6.00' �:TG=FG n n p n FG 185.16 v FG 181,64 1.2% FG,181.91 FG 183.39 iO 20.00' FG 184.62 m o 1.51' y 1.2T' c1.0%,o -. 6.2% 0.1% C45 y y ^ti TC=FG TC=FG p 1.2% FG 185 7 FL 186.09 EOA 186-75 FG 180.53 `t' �e �� D 2.7% FG 181.45 w D n 6.41' n 8.7M° p g,Op TC 186.59 FG 186.73 ECA 185.26 TC 187.27 FG 180.44 2.4% FG 185.17 1.3% FL TFC--855.23 MATCH EX. O 'YY EOA 184.66 ECA 185.19 ,IVryd B'Do, FG 181.64 8 FL 184.63 FL 185.16 FG 181.°5 1,38, o 0'1.5%,0 o TFC=FL TFC-FL g D 1.54' EOA 182.93 EOA 183.30 &2% C44 1.8% 6.14' FL 182.90 FL 18327 2.72' 2. 4.59-7 9' 7.82' 1.5% FG 18174 TC 183-40 TFC=FL D - 5 9% 16.1% 6.0% X13 FG 181 64 8.00' / TEOCF 0.28 TOC 180.560.64, EOA 181.11 OA 181.65 1.5% EOA 181.73L 180.25 FL 130.53 6�/ /FL 181,08 FL 181.70 F"8'62 11�WMAINST TC 181.58 TFC=FLFOA 0 09 FL 1 1 003 TFC=FLFL 180.09 FL 18100D / -TFC-FL �TFC=FLF Al nI ^9 O 'v °� e h d n m m o �- N n v n �o n q> m o .. o lb ne 10 ^mro mry m`\" o"' ro�' ro^' m"' m`\' m^' Vromrowromm_mrorowwwgY =Ym a3 ^Ym � h m/ / "' o- h h 0 m my h' h' (�' 1 0 0 O 17a50 /� � 0 o a o o m m FG 181.86 FG 181 98 0 7- T- - ( 18+50 - I1 1 1 FG 185.6\ 17 - - FG 185.8\ _'/ 041111111, CURVE DATA TABLE 1 1 rt R L A DESC ALIGNMENT START END C42 12.00' 11.3T 054.17'01.11" EOA MAIN ST 17+36.62,11.00'LT 17+46.37,15.99'LT O C43 201.51' 29.92' 008°30'29,68- EOA MAIN ST 17+47.37,9.50'LT 17+77.18,11.72'LT U C44 0.75' 1.68' 128'24'16.W' EOA MAIN ST 17+56.10,12.41'LT 17+56 75,11.22'LT y C45 198.50' 31.54' 009-06-12.67 EOA MAIN ST 18+41.88,23.85'LT 18+73.17,27.50'LT P1 E° KEY MAP 0 5' 10' 4 d SCALE 1'=5' PRE CONSTRUCTION DOCUMENTS (may �GINSe Revisions and Addendums ENGINEERING DIVISION CITY OF TIGARD CIO.14 E� 3 Descd tion Dale No. By I CENTURY own oom a 'PUBLIC WORKS DEPARTMENT xA01�00KS no4n.sNlEm /3125 S.W. HALL afro. 40 WEST R : >�, QR 9722) MAIN STREET PHASE 2 IMPROVEMENTS OF 2 9 20- VOLE:503-639-4171 E N G 1 N E E e I N G `minerdx FAX: 503-624-0752 94 p F,. D' ono NW7N1RD-OR.GOV GRADING DETAILS FILE NO 4f ONE INCH EXPIRES:613012022 DESIGN:JZ TDRAWN.AJF I CHECK: RD V PROJ.NO: 97017 BID ON: 17+50 FG 161 88 FG 181.98 FG 185.69/ FG 165.82/ 18+50 / 1EOA 180.52 m m m m $ m a $ m m m m m mm ss Ps 7sp 7 FL 180.49 s TC 180.99 EOA 180.56 OA 181.63 1 D \ \ \\ S s FL 180.53 FL 181.80 TC 181.03 C47 FG 181.62 TFC=FL p �. e.% E°^161.66 SW MAIN ST y y FL 181.63 I y TFC=FL D 0�%, FC 18167 p FL 180.42 TC 180 92 1 1 ` y y FG 182.03 EOA 180.00 TC=W G 600, FG 182.09 FIL 179.97 y y 41% y '1' � _ 1 EOA 185.50 TC 180.47 , W y 3 e°1 D y y _ FL 185.47 EOA 160.99 v y °+'0 0 _ OEOA 185.33 TC 185.97 I' TC 181.71 W A 165 25 G 18 _ FL 2.27 -TFC=EOA FL 185.30 EOA 165 41 EGA 185,47 yFL 161.21 FG 182,09 D y y TFC=FL FL 185.36 FL 185.33 p 1 _ C 14.49' FG 185.24 FG 185.34 T 185.88 TC 165.98 3.62' 5.56' 't' 6.8% TC 181.46_/ 81.46 6.8% 6.6%7 a'' 8.00' MATCH EX. 0.8% FG 165.91 h �,y EOA 185.11 m$ FL 180.96 D m O' FL 185,12 FG 180.53 23.67' 10.67' 0 y TC 185,54__ T�, 8.51' ,. gam, -�, - t.8% 0.746 D y y 1 \ 1.1% s0.2% G185.B5 v P EOA 185.07 0 87% - y W FL 185.08 06�o ° y FG 786.04 MATCH EX. _ y w y FG 182.15JFG 182.502 y ��{ $ FG 182.91 FG 184.96 TC 1&5.50 o R1y°le P �. 8.76'J •�so.� y EOA 162.92 D { 1 a�q m 'q 0 0.4% FG 185.98 FL 182.89 FG 183.48 EOA 184.91 6b T 16° u• a- p MATCH EXtE TFC--FLTFC 184.92 LZ b J. J 3 dy,S R FG 183.0 y ( .'. TFC=FL Ghti h� 1.14, �$ 6�1roD vD $ om MATCH EX.' I: Q 4 3.5% 1� ?,� 1.96' 2.82' E0.-: y 6.50 7.77' o o D g1 0 . O1° FG 18587 $ 2.5%�2,5q _ _ MATFG CHIEX. `FG 183.01 0.0%� 1.5% oao r m p ad o °° `.� aq� I doR g o 000 0.g 6 I EOA 164.81 Oc� °p7Q B�a°'P ,PFG 185.81 2A1Ie . . G 186.09-- (d 9_ � -- I f° m' 8.47''°O° EOA 183.02 D FL 184,82 ° �O '`�9, ta'�r.1 - - 6'50 0.9%�o FL 182.99 TFC=FL °e 70`x0 G 185.53 $ O "1" FG 188.04 -0'� 17-1.54' TFC=FL FG 184.78 P 1 I FG 183.58 � h'♦°t° P /O FG 185.93 FG 183.07 FG 183.07 4.5% FG 183.03 EOA 184.65 8^ • O'es; i9 D I I FL 184.66 h' 9.63' - O`i- G 185.89 --- EOA 183.04 6__ __ -- - TC 185.1 3A% p �`/ 1p0°IO ® f'� ✓� m c6 __FL 183.05 I Ll - VFG 185.47'r amTC 183 a nD , U' � OG 185.58 EOA ` h• 1.0% % I FL 184.53 d' '` / TC 185.03 FG 183.36 182FG 185 52 -- EO1 .941 0185.10 FL 182-91 Vn TC 183.41 ECA 184.34 o r i T oo o �,� - j FL 184.35, h b p / TC 184.85 . 1 h' a' - I � 0 E 3.04' g�O 69% E FIL TC 1�� j � � �/ � U.5% R? � � _ 0.9% p B3 29' I: FG 184.87 y CURVE DATA TABLE nc r - -. _ -�• M R L G DESC ALIGNMENT START END �'. ' J._ FG 163'36 . I I _ _ � b X F g` Z � I D �,p G 184.90 / F �.�[.�-�...�L .� 1 m m 5.00' C46 2.26 5.30' 135'00'00.00" EOA MAIN ST 17+45.01,7334'RT 17+q6 80.950 RT I r c fri i 'A EOA 184.24 I 4'� [1.0% I 4'X - - -'-�-�T�^ro� I v+ FL 184.25 1.0% / . {� y:Jy'4 r � `r C47 201.50' 16.31' 004'36 14.16" EOA MAIN ST 17+47,37,9.W RT 17+6366,10AU RT FG 183.43 Ii I I TC 184.75 W FG 18.1.84 I ' 3--'1_YYY..111 s ..� � /w FG 184.7 1 C48 41.50' 59.74' 082°29 22.8T' EOA MAIN ST 17+63.66,10.16'RT 18+03.94,48.98'RT 1 6.50' I 'EDA 182.89 cn 16 ', 1.0%, 1.0%� FL 182.86 y' rod 16 o I i C49 24.45' 2611' 061'11'49.23" FOW SCOFFINS ST 0+19.83,34.13'RT 0+40.65,20.60'RT 1 I I I I I I D '\ I TC 183.36 C50 11.49' 9AT 047'17 10.63" FOA SCOFFINS ST 0+48.19,10.50'RT 1 0+56.62,14.18'RT15 ° 1 0 ri m m ro C51 13.50' 11.11' 047°09 22.B8" I EOA $COFFINS ST 0+56.62,14.18'RT 0+66.62.18.50'RT I m _m m �° m ^ fi7 I 1 1 C52 41.50 71.34' 09F 29 28,77" 1 EOA SCOFFINS ST 0+32.34,58.13'LT 0+73.38,10.50'LT KEY MAP 0 5• 10' 1 SCALE 1'•5' �eEOPR� CONSTRUCTION DOCUMENTS cig 4D1 NEe Revisions and Addendums ENGINEERING DIVISION CITY OF TIGARD SHEET E 3 Desch tion Date No. B PUBLIC WORKS DEPARTMENT 15 �///W ESTTURY ce /J sOREGON &M. 4f p. 6 SV.119$I%IXflCE MAIN STREET PHASE 2 IMPROVEMENTS OF €g a, 'L°° E N G I N E E R I N G EpU XIOFM VOtOE •50.8-639-4171 t FY D. vp0� ' 1 FWWN.T/GIHD- 4-_0V 2 94 1e ONE INCH(REF) GRADING DETAILS FILE NO EXPIRES:er3orzo2x DESIGN,JAJ DRAWN.AJF CHECK. RDV PROJ.NO: 97017 BID ON: - - - --- -- - - - - - - - - - - - - - - - - - - - - - - - -- --- - - - - - - - ICV ICV 184. If FIG 184.87 FG 184.89-A FIG 184,85-� MATO , FG 16.28' 14.36 2002 28.08' &02' 0.3% 0.1% 0.3% 0.0% 184,84 FIG 184 1- - t, '% 0.1% 0.2% 29 ul A L6 .0 16 26' 14,39 20.02' 28.0T 0- 5'00, 0 FG 184.80 0.3% 0.0% A 0.1% FIG 184.73 2A% 0.3% I> 7 0.1% .b. L, i 4 \-FG 184.82 FG 184 77 FG 184.T7-/19 ---------------EOA 1 134.21 Log ---------- -OA 184.22 FL 184.22 L--EOA \ + \\ C53--- ------------------ I TO 184.72 TO la463 EOA 194.22 MATCH EX. CIA 184.26 FL 184.23 EOA 18422 EOA 184. 2 TO 184.73 FIL 184.27 FL 184.23 FIL 184.223 TO 184.77 TC 184.73 TO 184.73 '1+00 1-502+00 2,30 184.1 I63.8 la SW SCOFFINS IS -183.6--- �*M� v F 183.3 EGA 183.52 1832 EOA 183.49 FL 183.48 EOA 13a3+05 TO 183.91 FL FL 163 46 183.1 FL 18 183,02 MATCH EX. X183.0 -------- TO 193 52 ------ Tr.lAl Wi ........ TO Ja3 ----- ------- --------- 0.7% &00' 1,10% 'A go t> > �i r 61,63' 06.00'k> 0.7% D 2.4% 0.2% FIG 184.0 -FG 10-3 90 183 MATCH EX CURVE DATA TABLE R L IS DESC I ALIGNMENT START END C531 20150 18.86' 005-21'4471"1 EOA ISCOFFINSSTI 1+10.02,10.60'LT I 1+28SI KEY MAP SCALE V-S' PR CONSTRUCTION DOCUMENTS N 6 Revisions and Addendu m s ENGINEERING DIVISION SHEET 3 Deiicirption Date N PUBLIC WORKS DEPARTMENT CITY OF TIGARD CIO.16 CENTURY ON • L. IJI25 S.W. WILL &VI 42 2o- WEST . =ul.� TII OREIMY.97223 MAIN STREET PHASE 2 IMPROVEMENTS OF E N 0 V&I 503-639-4171 FAC 50J-624-0752 94 D. Ne 6 NW*MARD-ORI ONE INCH(REF) FJ(PIRES N302022 IP-qlnm 'A I DRAWN AJF I CHECK. BID ON GRADING DETAILS FILE NO STORMWATER KEYED NOTES OINSTALL PVC STORM SEWER PIPE, fLENGTH,SLOPE,AND SIZE AS SHOWN. 16272 16274 1 3 ` STATE FARM INSURANCE , SOUTHWEST OFFICE SUPPLY INSTALL STANDARD MANHOLE, NO LIMIT MARTIAL ARTS, 1 12245 SW MAIN STREET 162.67 162.69 aw M 1 ` YEN'S CHINESE RESTAURANT, SEE CLEAN WATER SERVICES DWG.NO.010, 'A �; \ NEW SHOES PROFESSIONAL SHOE, & CURE \ OINSTALL ATRIUM INLET,PERFORATED PIPE AND CB 47 ;o \ \ 1 I CLEANOUT(S)AS SHOWN,SEE DETAIL i,SHEET C12.1. / MAIN STREET STAMP & STATIONARY _ (DSD -T r EX SDMH#3x110 \ 12255 SW MAIN STREET 1 I I ----___ OINSTALL TRENCH DRAIN,SIZE 8 LENGTH AS SHOWN, SD Al#11@ ,}y SEE DETAIL 1,SHEET C12.2. '• •8 ` ---- �� • \ 23 -- O CONNECT TO EXISTING STORM STRUCTURE. �� 4 12 L 1ST `T '.�SD AI# 3 SD AI#4 O CONSTRUCT STORMWATER PLANTER, 1�+•::((S=16-0% 6 SEE DETAIL 1,SHEET C12.1. t 10 L=12 1 •1- -- � •-•- E - e_ I N S 11.9N 07 INSTALL TWO-WAY CLEANOUT,SEE DETAIL 2,SHEET C12.2. 1 4 % + GSD t . t 1t ? 1 10 L-14' r OB INSTALL CONTECH STORM FILTER CATCH BASIN, 1 w� x 1 G SD MH#44.__0 S 12.5% G - - - 2 SDMH#1 2 SDMH#2 10 L=14' I e� SEE DETAILS ON SHEET C12.3. 0 20• 40' ''h2, t U O CONNECT TO EXISTING STORM PIPE. 'I 5=16.6% $W MANN ST VERIFY INVERT ELEVATION AND NOTIFY ENGINEER OF ANY ,1 N �•:•_•• _ 1 F -• I � W DISCREPANCIES. scALEr• 10+00 11+00 10 L• 39 t + _ - ~ - - 2 SD MH#5 T I Lu IB INSTALL FLAT TOP MANHOLE, 20 w W-S 0 5% -W- -� 1'A Co00 W W W 13-00 W W W W 14+00 W 6 SEE CLEAN WATER SERVICES DWG.NO.050. . . 1 - n + w 10",L624• ..012",L-30 _ _ 10' L-31' t Z CONSTRUCT CONCRETE CHECKDAM 2.t f- �2'-.r-.1 a. d, F ,ly. ,. s 5=0. %ss -_ __... ss S=0.SA .. S T2% = W t1 SDETAIL 5,SHEET C12.1. _ _ 3 r T6LU INSTALL IN-LINE TRENCH DRAIN CATCH BASIN, 6" C= 1 - = - F _ ACO K3-903GIS OR APPROVED EQUAL. _F-•• I 5=20%_ SEE SHEET C713 . -s t : SD AI#3 3 ,.P• 2 1 C FOR CONTINUATION r ,� s -25 t 2 sD MH#s _s _ STRUCTURE TABLE ."•- I 5-12.7h " ' ��' •c]• NAME LOCATION RIMSUMP CONNECTION 'i 8 SDCB#3 5 w I B L-'16 QI SDC001 7 9 r-,;� �� m ELEVATION DATA L=12",150' 4 163.10 163.10 w \\\� ; w % SD CO 92 7 e S 11.3% .-�I SD Al#5 9 I COMMERCIAL ST(NORTH) RIM 162.95 I EI N(5))8 157.50 IV 5 163.06163.06 (\\\� , �1 F�(.SDMH#3411 STA 0+48.23,8.06'LT SUMP 155.65 IE IN W 10"157.50 � y I " ti I I IE OUT(NW)IV 155.65 010",L=1T S=12.0% I SDAI#I MAIN,2 RIM 182.87 IE OUT(SE)10'159.M 1 I r ear w w f- STA 11+22.00,28.00'LT SUMP 158.78 ANTIQUE BARBERSHOP w OREGON RIFLEWORKS 1 " ; o O i�1 w WAGS PET RESORT MAIN ST RIM 183.21 12290 SW MAIN STREET 12260 SW MAIN STREET I I I I 12230 SW MAIN STREET SDAJ#z IE OUT(8E)10"159.78 I 1 � m I STA 12+10.00,20.00'LT SUMP 180,52 y I MAIN ST RIM 185.75 IE IN(S)6-157.43 SD AI#'3 STA 12+94.00,18.00'RT SUMP 157.33 IE OUT(NVV)10"157.33 y MAIN ST RIM 167.83 y SD Al#4 STA 13+90.00.17.80'LT SUMP 165.24 IE OUT(S)10"784.50 160 ISO SO At#5MAIN ST RIM 169.07 IE IN(SE)10"155.74 N W w y to STA 14+15.00,24.50'RT SUMP 165.90 IE OUT(SN9 10"165.84 3 3 33 3 o w MAIN ST RIM PER PIAN IE IN(E)8"158.6. x X w i SD CB 1f3 STA 11+07.45,22.50'RT SUMP 154.34 IE OUT(N)10"156.34 w w 175 ---- ---- -------- -- - ----- _- - - - 175 COMMERCIAL ST(NORTH) RIM PER PLAN SD CB#7 IE OUT(E)10"158.82 STA 0+54.91,11.40-LT SUMP 156.62 FINISH GRADE D MAIN ST RIM 183.88 N SD CO#1 IE OUT(W98"160.00 AT C ALIGNMENT OI STA 11+17.71,35.23'RT 170 .___ _.... _N _ --3Q - _.._ PROPOSED �_._... 1%� u = x EXISTING SURFACE TPOSED y STA 12+781 8537.38'RT RIM 185.80 o AT ALIGNMENT N ---s�� SD CO#2 IEOT(N)8^760.60 IE IN(NE)18"156.14 w - SDMH#1 MAIN ST RIM 163.41 IE IN(NW4 )10'158.0 166 ._.._ __ - - 165 STA 11+20.00,14.43-LT SUMP 156.D4 IE IN(S)10"156.14 IE OT(W)18"156.04 Q IE IN(NE)18-156.69 EXISTING WATER f ! MAIN ST RIM 164.46 1E IN(NW)10"157.45` 160 - - -� -�'�- Q 160 SD MM#2 STA 12+10.00,6.00'LT SUMP 158.59 IE IN(SE)12-156.69 r - IE OUT(SW)18-156.59 18" L=9a'S=9A7. IE IN(NE176"157.21 MAIN ST RIM 165.97 I SD MH#4 IE IN(SE)10'157.21 g J O 18",L 90.S=0.5% 18',L=6C',S=0.5°<, STA 12+94.00,5.50'LT SUMP 157.11 IE OUT(SW)18"157.11 4i 155 .S',L=17%S=14.0% _ ___... 155 IE IN INE)IV 160.40 SD MH 15 MAIN ST RIM 166.31 IE IN(N)10"16281• 1 EXISTING CONCRETE ENCASED j STA 13+84.00,5.50'L7 SUMP 160 30 IE IE OUT IS"I (ISIV 16030 COMM DUCT BANK �e 150 ___ ___. .____._.._._ _...__ .___. , _. ___ EXISTING i._._.. . 150 IE IN(BE)10^16568• 18",L=58',S=0.5% rSANITARY SEWER MAIN ST RIM 167.93 IE IN(NE)IV 162.80"" d" EXISTING STORM SD MH#6 TA 13+84.00.24 80'RT SUMP 160.55 IE IN(E)V 163.60"" SEWER IE OUT IN"12"IWS5 ! wl 4g 10+00 11+00 12+00 13+00 1:+07 14+25 SO MH#12 MAIN ST RIM 163.07 IE INT W)8'159.94 t STA 70+58.19,29.98'LT SUMP 159.84 IE OUT(N)8"158.84 a MAIN ST CENTERLINE ALIGNMENT PROFILE VIEW MECHANICAL INSIDE DROP,SEE CLEAN WATER SERVICES DWG.NO.060 H.1"=20' '-OPEN INSIDE DROP,SEE CLEAN WATER SERVICES DWG.NO.080 = V'. ��OVR1.=5'ckF CONSTRUCTION DOCUMENTS �� GINeE Remonsand Ad0en0ums CITY OF TIGARD �;;; 1 3 FFF Dewe tion Date No. B• ENGINEERING DIVISION `///CENTURY Foanunaaoe 'PUBLIC WORKS DEPARTMENT �w MRM 13125 SIF. CN922 MAIN STREET PHASE 2 IMPROVEMENTS 43 pv 6 xo WEST 1� ou ■ ,nG4Ro, oRccav 91zz7 OF ` f N G 1 N f f PING .6AP10 F0.0 MCE.'303-6JB-4111 94 FAX- 303-624-0151 `dmmil D. VOA ' ""JYWD-ORGOV STORMWATER PLAN AND PROFILE - MAIN ST - STA 10+00 TO STA 14+25 FILENO �! ONE INCH(REF) FJ(PIRE5:6/3011022 DESIGNJAJ I DRAWNAJF I CHECK. RDV PROJ.NO'. 97017 JBIDON. STORMWATER KEYED NOTES / BOOMBA FIT LLC/ALL STOPS PIPES I ACE tSEWING & VACUUM ASIAN PEARL BODYI TIGARD MAIN STREET CLEANERS Qi INSTALL PVC STORM SEWER PIPE, & DISCOUNT TOBACCO 12185 SW MAIN STREET & FOOT MASSAGE 12155 SW MAIN STREET LENGTH,SLOPE,AND SIZE AS SHOWN. 12215 SW MAIN STREET I 12175 SW MAIN STREJT Oz INSTALL STANDARD MANHOLE, SEE CLEAN WATER SERVICES DWG.NO.010. 186.16 CURB 186.39 I O INSTALL ATRIUM INLET PERFORATED 10",L=23' t = PIPE AND CLEANOUT(S)AS SHOWN, / S-20.8% 186.18 11f+✓t+i---Y 186.41 1 SEE DETAIL 1,SHEET C12.1. s o SDCO#3 7 10" 1-32'�i s EX CB#4488 a 12 L 83 0' S-2 8M _SD Al �� a L 7.0' 4D INSTALL TRENCH DRAIN,SIZE&LENGTH AS SHOWN, ---------- ------- _ - -- _ - SEE DETAIL 1,SHEET C12.2. #8 O 4 12' g all ,-+;�. �3 SD AI 1lG �\ �� ' �� J 05% tIN14_ - - - OS CONNECT 70 EXISTING STORM STRUCTURE. • • - '_meq E •_•E e 3`SD AI#10 56 _ - `- - - - _ O6 CONSTRUCT STORMWATER PLANTER, D B#G :�>�; A \ } e� •• a --1 .��• + 9 •.•c _ _ SEE DETAIL I,SHEET C12.1. Ch 6 L 24 1 10",L=24' 9 8 L-19 - NSTALL TVvO WAY CLEANO r - 1: S=6.1% a O2 SO MH#8 o - • 5-130% ��• t O � f - O2 SD MH#7 • a t 12",L=14' - Q U - • c G 1 , . 5=3.1% " SO N3% O U SEE DETAIL SHEET C722. ~ T - I - - SW MAIN ST - - 1 5 - - s-11 ' D e OINSTALL CONTECH STORMFILTER CATCH BASIN, 1U",L=71'O7 SEE DETAILS ON SHEET C12.3. y MH#1U 2 S=8.8% W 1 _ 1!11 7 _ OCONNECT TO EXISTING STORM PIPE. W W I - - - _ VERIFY INVERT ELEVATION AND NOTIFY ENGINEER Z w w w 15+00 •^ 10",L=32' 16+00 w w w O10 L=20'1 17+00 w z SD MH#9 7 1.8+00 5=0.5% II O 5=5.5% ""mow w SEESHEET C11.9 9+ OF ANY DISCREPANCIES. 1 1 10",L=37 6D Al it9 3 �10' L-32 t 18+00 _ - •' - s 5=20% S-30% FOR CONTINUATION _ 1t CONSTRUCT CONCRETE CHECK DAM, W ss 5° �_ .-- • ss S3� s� �s B _ ss s5 _ 88 - _. as - SEE DETAIL 5,SHEET C12.1. W T T r . . „� 1 �} I ` W� 13 INSTALL AREA DRAIN TYPE II, R CON71N Uj 1 ' - 1 e L 19 5••• T -= ' SEE CLEAN WATER SERVICES DWG.NO.360. CI..�n.` C` a /•.. ' . r.-:. •,t •- ., _ i 8- S-SSW _ y;.- ----C�- � _ - t4 CONNECT TO PERFORATED PIPE ON BOTH ENDS, Cf_' - s'.' J-_ •':y 3 - DAD•C1 - . SD AI#7• .+ • .1 INSTALL COUPLINGS AND ELBOWS AS NEEDED •,t m 13 9 _ 6 13 9 s h • '. . . SDAom _ i _ STRUCTURE TABLE J L=4"810 4 ./ I �' 5-180% -��--- �� - - -----� 179.35 17948 •• "` 1 �� # �'a 179.39 17945 I I / y RIM/SUMP CONNECTION OSD CO#4 y I F' 1� 1 I NAME LOCATION ED CO N6 7 9 179.31 CURB 179424, ELEVATION DATA I Ie •176.35 CURB 176411 w I hi 0 MAIN ST RIM PER PLAN IE IN(BE)W 174.15 s UNITED STATES POST OFFICE f AMERICAN FAMILY INSURANCE I US BANK �'� n sD AD STA I6+55.02,2Z00'RT SUMP 167.03 IE OLT(NW)1m 189.03 12210 SW MAIN STREET / 12196 SW MAIN STREET 12160 SW MAIN STREET ' n 111 1 I1* MAIN ST RIM PER PLAN IE IN ISE)8'177.14" �\ �1^n\ 1 I Irl • 2 SD AD#2 STA 17+33.37,27.00'RT SUMP 169.84 IE OUT(NW 10"171.84 N co SO AI 06MAIN ST RIM 174.16 IE IN(NE)10"170.73 STA 15+91 Oil.19.50'LT SUMP 171.51 IE OUT(S)10"170.63 SD AI#7 MAIN ST RIM 174.18 IE IN(E)6'168.93 '- STA 15+80.41,25.50'RT SUMP 166.15 IEOUT(NW)10"168.15 SO AI#8 MAIN ST RIM 175.06 IE OUT(SW)10"171.63 STA 16+23.00,19.50-LT SUMP 172.58 6 O i 195 MAIN ST RIM 178.04 IE IN(BE)6.174.61 3 C7 rn 3 3 vi 3 -xJ m BD AI#9 STA 17+02.00,14.50'RT SUMP 173.26IE OUT(NMf 0'173.28 O X to m MAIN ST RIM 178.76 IE IN(NM 10"175.32 m EXISTING SURFACE F U SD AI#10 STA 17+66.99,20.00'LT SUMP 175.90 IE OUT(SE)12"175.22 190 ? ATALIGNMENT 190 xMAIN ST RIM PER PLAN m m s SO CB 06 IE OUT SA)10"183.2d FINISH GRADE ; BTA 16+75.10,28.08'LT SUMP 181.24 AT ALIGNMENT y 10",L=71',S=8.8% SDCO#3 NW)BT RIM 172.29 IE IN B"169.69 185 STA 15+06.02,30.00'LT IE OUT(SE)6"169.69 NSD CO#4 STA 15+81104 95.50'RT RIM 174.99 IE OUT(W1)6'171.26 . 180 - - - _________ ..__ PROPOSED --_ _. 180 SD CO#e MAIN ST RIM 17847STA 17+02.46,33.00'RT IE OUT(NVJ)8"178.18 WATER j y IE IN(NE)18"165.99 175 EX ( _ t MAIN ST RIM 174.17 IE IN(SE)10"165.99 EXISTING SD MH#7 STA 15+72.00,5.50'LT SUMP 165.89 IE IN(N)10"168.71- i STING CONCRETE ENCASED - ---- G SANITARY SEWER EXISTING- 175 IE OUT(SW)18"165.89 COMMUNICATION DUCT BANK - _ _ O WATER IE IN(NE)18"169.5C - MAIN ST RIM 178.38 _ geh SD MH#e IE IN(SE)10"171,95- S013 - STA 17+02.00,650'LT BUMP 168.40 IE OUT(SW)18'169.40 g F '70 - - --^-_ - O 18, L=65' S=3'2% _ --i - 170 BD MH#9 IEIE IIN(NE)18„171.0" MAIN ST RIM 181.61 BTA 17+66.68,5.50'LT SUMP 171.80 =2. IE OUT(SW)18-171,60 =139,S 6% 1' 0 IE IN(NE)f0"177.00• ..:.._ _. MAIN ST RIM 183.36 IE IN(SE)15'17321 le 65 SO MH NIC STA 18+06.00,6.20'LT SUMP 173.11 IE IN(NW)8"177.00' 1" 10":L=IB S',S=2.9Me IE OUT(SW)18"173.11 MECHANICAL INSIDE DROP,SEE CLEAN WATER SERVICES DWG.NO.060 t "OPEN INSIDE DROP,SEE CLEAN WATER SERVICES DWG.NO.080 $ 14+25 15+00 16+00 17+00 18+00 19+00 F 0 20' 40' MAIN ST CENTERLINE ALIGNMENT PROFILE VIEW �N 91 SCALE 1-•20' PRCFE� V:T=5, c3 ��1NFF Revisions and CONSTRUCTION DOCUMENTS g[ SHEET PUBLICENGINWORKS DEPARTMENT CITY OF TIGARD CII.2 f N Desch tion Date No. B , CENTURY �mwfco°FFm ,PUBLIC WORKS DEPARTMENT ` WEST .13xaan0,5'o E nv 44 MAIN STREET PHASE 2 IMPROVEMENTS f N G N F f R N o �tl9lOF V0CE.503-639-4171 OF n W. 503-824-0752 94 [ FH D. 11 • ' ~.Tram_C.GOV ONE INCH(REF) STORMWATER PLAN AND PROFILE - MAIN ST- STA 14+25 TO STA 19+00 FILE No 1C E1(PIRES'Bp0/M22 D DESIGN.JAJ DRAWN AJF CHECK. RD PROJ.NO: 97017 BID ON: y 164.62 R jr .60 Z (\ .. Sti NI 7 MCDONALD'S SORMWATER KEYED NOTES T J 1sas5 164.83 zoso sw MAIN STREET OINSTALL PVC STORM SEWER PIPE, r SD CB M50 N bl 4 %� _ - LENGTH,SLOPE,AND SIZE AS SHOWN. _ -y- - - SD MH R11 2 9 T -- T :r EX.CB#49 C ." OINSTALL STANDARD MANHOLE, T - .-_- ' ' 1 r15 ' , : �_ - - SEE CLEAN WATER SERVICES DWG.NO.010. 3 SEESHEETC11.1 a 10",L=3WO I I _ srs-�� r _ _- _ _ -- OINSTALL CONTECH STORMFILTER CATCH BASIN, w I OR CONTINUATION , 1N-S=D.5% - m - Sj% EX.SDMH#4949 d S SEE DETAILS ON SHEET C12.3. F SO MH#30_ SEE SHEET C112 _n1v 7 y O CONNECT TO EXISTING STORM PIPE. r , VERIFY INVERT ELEVATION AND NOTI FY g 0'60 FOR CONTINUATION s =s ss sa--is-yes-�„-i--ss---yam- .• 4tsss a�s ENGINEER OF ANY DISCREPANCIES. SWCOMMERCIAL ST o j l 10",L=48' 1O 1+DO 2-00, 2+30 SW SCOPHNS ST I srs -__. srs o 5=D5% c _ c _ >a0 _..._.___- S Y _ IT 10 ` EDCB#4O 1 . j socBaeO Q 164.42 164.46 �' .� , 4 1 US 182.85 182.89 12160 SW MAIN K STREET 3 164.38 CURB 16442 I I I 4 182.79 CD 182.83 / STRUCTURE TABLE h NAME LOCATION RIMISUMP CONNECTION ELEVATION DATA EX CB 04939 $COFFINS ST RIM 184.37 IE OUT(NW)12.181.51 STA 2+22.01,14.69'LT SUMP 178.26 EX.SDMH#4949 SCOFFINS ST RIM 184.26 IE IN(BE)12-180.215 175 175 195 195 STA 1+97.85,14.04'LT SUMP 178.73 IE OUT(NW)12"179.76 3 Q z zQ 0 Z 3 m m w COMMERCIAL ST(SOUTH) RIM 164.39 m m ¢ m m ¢ m w w SD CB#4 STA 0+60.94,20.20'RT SUMP 158.36 IE OUT(N)10"180.36 ¢ m ¢ m w 3 p O w W R W W m SO CB 05 COMMERCIAL S7(SOUTH) RIM PER PLAN IE OUT(SWC 10"150.43 170 0 v - m ___. 170 190 m O = - -- ____ - ... _____- _ _-O 190 x o STA 0+47.88,22.78'LT SUMP 158.43 w w w w w o $COFFINS ST RIM PER PLAN m w SD OB 98 IE OUT(N)10'778.83 STA 0+67.51,19.00'RT SUMP 17(1.83 165 -- -T 165 185 -- ------- - -- - - 185 IE IN(($) 12"1111.24• SD MH 4b SCST RIM 164.72 IE IN 10"160.28" STA 0+23.57,3.57,5 598.38'RT SUMP 157.23 IE IN(NE) )10"780.28•• I E OUT(NIM 12.15723 a 1TTYi.. - 160 O Ll!L 160 180 4 (' (I - EX.1Y CONC,L=135 S=0.8/° IE IN(S)IV 178.60- SCOFFINS 180 SCOFFINS ST RIM 154.36 IE IN(BE)12-178.52- 160 1 I ' f 1 e SD MHi11 STA 0+36.94,15.49'LT SUMP 174.14 IE IN(NE)12"179.31' EX.12",L=24',5=5.2% IE OUT(NW)15"174.14 12",L=26',S=0.8% 'MECHANICAL INSIDE DROP,SEE CLEAN WATER SERVICES DWG.NO.060 55 \ 12",L=81',S=0.9% -_-- 155 175 ---- ----- - - - ------ ----I ----- - --- --- 175 '•OPEN INSIDE DROP,SEE CLEAN WATER SERVICES DWG.NO.080 COMM BTM 158.45 15",L=46'•5-20°° STS TOP 158.00 1500 STS 150 170 _. _. _ _ _ ._.__._ _ ___ __ _ __.._.� _. _.._.. 170 BTM 156.63 SS TOP 155 67 R X w 0+00 1+00 0+00 1+00 2+00 2+30 161, COMMERICAL ST(SOUTH)CENTERLINE ALIGNMENT PROFILE VIEW SCOFFINS ST CENTERLINE ALIGNMENT PROFILE VIEW �& H'.1"=20' H:T20' ,R V.V=5' V:T=5, L" t R 0 20' 40' REE bf SCALE 1"=20' 4 PR CONSTRUCTION DOCUMENTS F�g ti 1IN2E Revisions and Addendums MPROJNO NGINEERING DIVISION SHEET Pg `6 3P Description Date No. B roan�moEfcEUBLIC WORKS DEPARTMENT CITY OF TIGARD C71.3 CENTURY 125 S.W. Hut BLVD. 45 :WOWESr ,°mom° M4RO. OREQ7N972PJ MAIN STREET PHASE 2 IMPROVEMENTS OF ` CE.. 503-639-4171 B.20 f N L I N E f P I N L TQJb%r1UPKKX: 503-624-0752 94 Z `1713 SFr D. NC 'D-0`r'G0V STORMWATER PLAN AND PROFILE - SCOFFINS ST FILE NO IE ONE INCH(REF) EXPIRES:6130x022 DESIGN:✓AJ DRAWN:AJF CHECK: RDV17 1 BID ON: 175 175 175 175 175 175 180 180 m �l ? N a0 Y Vy m c^ Q m Q D ro w i i'i m V w m N = a 7 p x 170 u 0 170 170 U ---- 170 170 c) m l0- N 170 175 u --_ - -` - W 175 at ❑ _ x. U p N w N w w N ❑ N ❑ t❑/1 N N !� 165 _ 165 165 - - 165 165 r 165 170 - --- - 170 COMM BTM 160 21 1 STS TOP 159.36 � 11. 160 / 160 160 0 l --- i , 160 160 160 165 0 9120010 165 W.L=18' 6•, L=25' 5.92°b S=2.0% 12',L=61' 10% 24' S=12.7% 1 10',L=39' 155 155 - S=0'"" 155 155 S=0.5% 1 155 160 S=0.5% SS BTM 158.29 12',L=30' 160 COMM BTM 158.45 STS TOP 168.18 S=0.5% SS BTM 162.18 COMM BTM 157.41 STS TOP 158.00 STS TOP 161.53 STS TOP 157.18 0+00 0+75 0+00 0+75 0+00 0+50 0+00 1+00 STA 11+15 STORM LATERAL PROFILE VIEW STA 12+10 STORM LATERAL PROFILE VIEW STA 12+94 STORM LATERAL PROFILE VIEW STA 13+84 STORM LATERAL PROFILE VIEW H:V' 20r H V=20H 1"=20' H:1'=20 V.V=5' V:T=5' V-1'=5' V:1'=5' 185 185 190 190 190 190 190 190 195 195 to x a16 u' a m x m '° x m x Q N z X to W y ui W W W #pp r 180 i p 180 185 185 185 `Q 185 185 - p 185 190 a --- i -- - 190 ❑ w u❑i N w < w OU N � p ❑ p m � m I Q N N N ❑ 175 - 175 180 - N 180 180 180 180 --- J 180 185 -- 185 0 0 170 170 175 175 175 0 175 175 - 175 180PS=2.0t/6 180 L=15' . 12",L=26' S=16.0% COMM BTM 170.67 S=8.5% 5=0.8% STS TOP 169.79 STS BTM 175.82165 10",L=32' 165 170 170 170 170 170 L-% 170 175 175 5,0.5% SS TOP 175.22 to'', 30%COMM BTM 168.09 ,10' L=37 S=6.6% COMM BTM 17359 BTM 176.84 S7S TOP 168.99 5=20°7^ STS TOP 172.56 P 175.09 0+00 0+50 0+00 0+50 0+00 0+50 0+00 0+50 0+00 1+00 1' } STA 15+72 STORM LATERAL PROFILE VIEW STA 16+55 STORM LATERAL PROFILE VIEW STA 17+02 STORM LATERAL PROFILE VIEW STA 17+33 STORM LATERAL PROFILE VIEW STA 18+08 STORM LATERAL PROFILE VIEW is H[1'=20' H'.1"=20' H:1"=20' H:1"=20' H:1"=20' ! V:1'=5' V'.1'=5' V:1'=5' V:1'=5' V:1'=5' t �t 0 20' 40 �. tli I SCALE 1^•20' � o�rcoFeS CONSTRUCTION DOCUMENTS Revisions and Addendums SP Deschtan Date No. B ENGINEERING DIVISION SHEET CENTURY wmun�ce ,PUBLIC WORKS DEPARTMENT CITY OF TIGARD Cl 1.4 SmW"cows mHo sln rn IJ125 SW. NV.L BLVD. 46 9, Doe y WEST i DURd, OREGON 97223 MAIN STREET PHASE 2 IMPROVEMENTS OF F+ 4,200 ` e N e N t e t I H o vtsen�oru VOICE. 50-639-4171 FAX: CARO624-0732 94 D VO 1 FAK. eROU4-0V �! ONE INCH(REF) EXPIRES:6/Sarz022DESIGN:,/q/ DRAWN'.NF CHECK. RDV PROJ.NO:9MI7 BID ON'. STORMWATER LATERAL PROFILES FILE NO TALL CURB, ATRIUM INLET, WIDTH VARIES THICKENED CURB AND GUTTER, ATRIUM INLET GRATE SEE DETAIL 1,SHEET C6.1 SEE DETAIL 2,THIS SHEET 2"MIN.FREEBOARD SEE DETAIL 3,SHEET C6.1 6"MIN. -�1 TO LOWEST I.E.IN WIRE ROPE,SIDENOTES 18"STORMWATER V"' ROADWAY MANHOLE SEE NOTE MANHOLEFRAME 1 WIRE ROPE TO BE (1%SLUOPE) SOIL MIX pEft? GEOTEXTILE FOR - STEEL,77 STRANDS OF 19 WIRES STAINLESS EES pWM SEPARATION (SLOPE VARIES) TOP OFSTORMWATEREPDXY MANHOLE FRAME TO STD. PLANTER TOPSOIL REINF.CONC.PIPE CLASS III 2. SECURE GRATE IN PLACE WITH FLAT TOP ^ ( ` � Z 54-INCHES OF WIRE ROPE.LOOP ENDS OF WIRE ROPE AROUND U-BOLT LINER ATTACHMENT, // s,. ^j �� 4 POND DEPTH. 8". ;Y4 REBAR U-BOLT "\ - �"' / AND GRATE,CRIMP EACH END OF SEE DETAIL 4,THIS SHEET \ '.�/ //�. `�� ♦ W HARE ROPE WITH 3"OVERLAP. �,. "w SLOPE TO DRAIN zl?ti'<'- 3. DRILL 2"DEEP HOLES INTO PIPE AND 30 MIL HDPE SLOPE AS NEEDED TO MAINTAIN 231'' EPDXY 4•REBAR U-BOLT(2"X 4")IN GEOMEMBRANE LINER < >' UNDISTURBED SOIL 24". • HOLES. OUTLET PIPE 4. GRATE TO BE CAST IRON,ASTM A48 PIPE W DEEP '-YC)CLEAN SLOPE PER PLAN Cl-30. CRUSHED CHOKER COURSE ROCK:; 3DOMMERUIAL 26 GF RADE CONCRETEq•• 251 15"DEEP(1 X Y••)CLEAN 6.PERFORATED 231 CRUSHED DRAIN ROCK DRAIN PIPE s .... 1_ 1�'• NOTES EXISTING t T SUBGRADE 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC,EQUIPMENT SECTION A-A STAGING,AND FOOT TRAFFIC IN PROPOSED FACILITY AREAS PRIOR TO,DURING,AND AFTER CONSTRUCTION. 2. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 LENGTHVARIES ATRIUM INLET GRATE 24"X 4"REVERSIBLE MANHOLE FRAME INCH. 4"WIDE CURB CUTS,GEMERED ON CHECK DAM,AS NEEDED, 6"LONG CURB 3. STREET SIDE CURB CUTS TO BE LOCATED AS SHOWN IN THE PLANS. EVERY OTHER JOINT(TYP) SEE DETAIL 4,THIS SHEET TAPERS(TVP) ATRIUM INLET 2 4. SIDEWALK SIDE CURB CUTS SHALL BE LOCATED AS SHOWN.NOTCHES ° • N.T.S. SHALL BE I"LOWER THAN THE ADJACENT SIDEWALK AND SLOPE ATRIUM INLET, A TRENCH DRAIN, C12.1 TOWARDS THE FACILITY. SEE DETAIL 2 THIS SHEET a d SEE DETAIL 1,SHEET C12.2 5. SEE STORMWATER PLANS FOR ATRIUM INLET INSTALLATION G ° 6'TYP. TREE TOP OF TALL CURB CONCRETE CHECK DAM, LOCATIONS. ° 45°BEND CENTERED ON 4"WIDE CURB CUTS 6, BOTTOM OF PERFORATED DRAIN PIPE SHALL BE SET AT THE BASE OF TALL CURB±--- (AS NEEDED) TALL CURB TOP OF TOP OF CHECK DAM THE DRAIN ROCK LAYER. SIDEWALK ul w 2"MIN.FREEBOARD 7. ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS 4"WIDE CURB CUTS, TO LOWEST I.E.IN 2"MIN.FREEBOARD IDENTIFIED ON THE PLANS. d 6"PERFORATED a 4" e CENTERED BETWEEN JOINTS > DRAIN PIPE,S=0% a - TO LOWEST LE.IN 8. PERFORATED DRAIN PIPE SHALL HAVE A MINIMUM CLEARANCE OF 5.0' ° d W � - - •' ^ • ' 3" FLAT - FROM ALL TREES,MEASURED FROM THE cOF THE PIPE TO THE in - :FLAT - CENTER OF THE TREE.STAKE TREES PRIOR TO PIPE INSTALLATION. o + -FLAT LAP SPLICE A4 REBAR TO •�•: STS s7s D s7s 3T3 STs STs ` \ 1 3' \ EMBEDDED REBAR 9. WHEN AN ATRIUM INLET IS NOT PRESENT,THE FINISH GRADE OF THE PLANTER BOTTOM SHALL EQUAL THE INVERT ELEVATION OF THE MANHOLE LSA 18"WIDE CURB CUT(TYP), CLEANOUT, GEOTEXTILE FOR MAX it \ \ 12"MIN.OVERLAP(TYP) • A4 REBAR 3 TRENCH DRAIN. SEE DETAIL 3,THIS SHEET SEE DETAIL 3,SHEET 012.2 SEPARATION \ „(� h a� w a •V i- GROUT TO PROVIDE - - _> 10. WHEN A CHECK DAM IS PRESENT,SEE DETAIL 5,THIS SHEET FOR WATER TIGHT SEAL DRAIN PIPEAND CLEANOUT PLACEMENT. PLAN VIEW 30 MIL HDPE VS � b d b a �• 4"DIA.WEEP HOLES ♦ ' GEOMEMBRANE LINER ' '--4 AGG BASE B"OA:SPACING w W - -'fE SEE NOTE 2 tic•4 nGG BAS- { STORMWATER PLANTER 1 6-1 s 1.=WIDTH VARIES N.T.S. C12.1 NEWCURB,CHECK DAM, SECTION C-C SECTION D-D OR PLANTER WALL C B \ METAL INLET ASSEMBLY, ) TOP OF THICKENEDCURB SEE CLEAN WATER SERVICES TER STORMWATER 1 B"WIDE CURB CUT, ANDGUTTER, DWG,NO.753 Q PLANTER SOIL SEE DETAIL 3,THIS SHEET W SEE DETAIL 3, d �• •;: , Ey 24" SHEET C6.1. ° �\��\/\"� CONCRETE CHECK CENTERED ON CUTS A4 REBAR A & d VARIES l� \/ TRIM LINER TO TOP e d° ?C 2.0%_ STORMWATER L EDGE OF FLAT BAR. D °o D SPLASH PAD ° ° 16 ON CLEAN CONCRETE m w G ° ° SPLASH PAD.° PLANTER FG SURFACE,ADD SILICONE � �� - _� 3" 18"OPENING 3" ° 4"MIN.BURY DEPTH 4 SEALER TO TOP 34'OF NOTES LINER,PER MFR - "" v 4"AGG BASE 1. SEE STORMWATER PLANS FOR CHECK DAM �_______ RECOMMENDATIONS rc 0 LOCATIONS. '� U CLEANOUT, 00" D 2"X&CONCRETE HIT w• w❑ 2. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK 3 '; ❑ - SEE DETAIL 3, z z ANCHOR AT 12"OIC •a w LAYER.TOP OF WEEP HOLE TO BE SAME 8 6"R d SECTION B-B a SHEET C12.2 X¢ X X X V m� ELEVATION AS THE TOP OF DRAIN ROCK LAYER, i (TYP) d 2"x)Q'ALUMINUM '^ •_� ON LOWEST SIDE OF CHECK DAM. H :4 NOTE FLAT BAR 4"WIDE CURB CUT 7,-, 6"PERFORATED - p DRAIN PIPE, 3. MINIMUM 3'REBAR EMBEDMENT FOR CURB AND - FOR IRREGULAR SHAPED CURB CUTS,THE (TYP) I SEE NOTE 4 PLANTER WALL. " METAL INLET ASSEMBLY, B OPENING SHALL BE 1.5'WIDE AND THE SPLASH Q 30 MIL HDPE LINER C�J 4. PERFORATED DRAIN PIPE SHALL ONLY BE d" CURB AND GUTTER, PAD SHALL BE 1.5'LONG ON THE SHORT SIDE. PLAN VIEW PLACED ON THE LOW SIDE OF THE LOWEST 1 SEE CLEAN WATER SERVICES SEE DETAIL 2,SHEET C8.3. CHECK DAM. BBBB 3 DWG.NO.753 PLAN VIEW 18"WIDE CURB CUT 3 LINER ATTACHMENT 4 CONCRETE CHECK DAM 5 N.T.S. C12.1 N.T.S. C12.1 N.T.S. C12.1 � OPROFF CONSTRUCTION DOCUMENTS far INeF Revisions and Aotlenoums SHEET ENGINEERING DIVISION W 3 Desch lion Date No B CITY OF TIGARD 012.1 ra+nuoaFrxe PUBLIC WORKS DEPARTMENT iWACENTURY � m�� ; •1J17AO OREGON RID,722 MAIN STREET PHASE 2 IMPROVEMENTS 47 S y WEST ■ VMM 03-09 4171 of 8. 2GG� [ ry G ry E e e w G 5m"morm VOCE'50.5-639-752 FF zFr F.LY.� 5G3-621-0132 94 22 `I� O V ' "'"Y 17CAR0-01 GOV STORMWATER DETAILS FILE NO f! ONE INCH(REF) ExPIRES:6!302022 DESIGN:dW I DRAWN:AJF I CHECK: RDV PROJ.NO: 97017 BID ON: UI wLLl I c� ACO TRENCH GRATE, TYPE IRON LONGITUDINAL,� OR APPROVED EQUAL STANDARD CAST IRON FRAME AND COVER,j SEE CLEAN WATER SERVICES DWG.NO.310 �Z� FINISH GRADE TALL CURB FwF I TRENCH FURNISHING (ASPHALT,CONCRETE,OR PAVERS) CONCRETE COLLAR(7 DIA.AND 4"THICK), SCREW TYPE PLUG SIDEWALK S<1 DRAIN ZONE PROVIDE)V'GAP BETWEEN CLEANOUT PIPE W/CLEANOUT EXPANSION I AND COLLAR ADAPTOR COVER EXPANSION JOINT' TRENCH DRAIN DIMENSION TABLE iN d JOINTSTORMWATERI 1'MAX SIZE A 8 W H TOP OF N ER SOIL 1.0°k� 1.0_�I FLAT 1�_04'P �,1.ieh LLL 4" 8" 8' 5.12" 8.89" ' a d< ° e ° 12 10" 10" 14.2" 12.80" R WATERTIGHT PIPE PLUG WlSTOPS OR i ° d WATERTIGHT THREADED CAP AS °.. APPROVED BY THE CITY 8"MIN GO NDE ��\/�\�\\� 8"SOLID • _ NOTES CLEANOUTOMIT \, , /��/ \PIS\ LLINGT ENCCHHI DRAINEN 1. 4"TRENCH DRAIN SHALL BE ACO KS100 8" NS A °' • Ar .d ADJACENT TO AC PAVEMENT. OR APPROVED EQUAL. m 4"OR 12"TRENCH 2. 12"TRENCH DRAIN SHALL BE ACO KS300 '= DRAIN CHANNEL, OR APPROVED EQUAL. .'45'PVC !I ° • SEE NOTES ", ELDC`Ic d - ° 3. ALL CHANNELS SHALL BE CONSTANT � - 0 0 0 0 0 ° DEPTH(NON-SLOPING). SLOPE PER PLAN MATCH EXISTING SLOPE 4"AGG BASE 4. SEE GRADING DETAILS FOR ELEVATION 0 0 0 0 1 INFORMATION, �° _ SEND CAP �A W 8"PERFORATED " _ I - A+-I 5. IN-LINE CATCH BASINS SHALL BE ASO K3-903GIS/OR APPROVED EQUAL. ''!� -," DRAIN PIPE '2-WAY PVC COUPLING PVC 8"SOLID 6. SEE MANUFACTURER SPECIFICATION FOR BOTTOM OF TEE CLEANOUT TEE Ir SOLID WYE PVC PIPE FURTHER INSTALLATION INSTRUCTIONS. ENCASED IN CONCRETE PVC PIPE TRENCH DRAIN N.T.S. C�2 2 TWO-WAY CLEANOUT 2 STORMWATER FACILITY CLEANOUT 3 N.T.S. `12.2 N.T.S. `12.2 nnnw wlnF nwF No coa a. II mlBErleil�,ra 1a PRECAST -� L Pf m a r Fr � I n YLL pp .. s.Bae e1 r ITI, w.smrc. 1'1,311' \ lj�/r a ww.n sa rB w.na m v rc1D ra_ / / •ar 1FFF1Y �, .'a.ma1F !w!c„ BY.wu actc„s swt caawY 1 aro; ,..:3 -131+.rci.iso`v1°PY[. PVC..SANDED.DEL:c. °JP _ 00goBr.Bxc D.n. y i .rW.t uupxt ,Y MKK[xPr.V � \ \ � yx1Y�uP11 CM/21FO Y.rx u.TMM t � 9K/iM.x91 Gx"Y[\ r9Y layoff`N4,[PvrKu i `\�:�WM W�!41.1+2' uu, r'1.. qV]/�.r91>I[4 KiWr - P I ` SrO M.wLrt"Bp.grN f 5, POURED ..I,.. •' IN PLACE YMY _________ . . ii z.wa� 5 Ar FLAT TOP P �1 "G BRB • Y 'Yeiu.'mnrtE - slm M rme RieeFo { Br h4R W.SEAL-SCOT Ys aM,s Yro Br.mr P.�Etz wYs[oBoe1 m,4.. .µ.."Yren m nn a-m .Irtf"e ° wtFs z+nas +Br.,a]Y .,.wr°or ro fez RcawcYD.n>.sn c+n Yo M1,11 YW,DLE Ycrms SM1Yi .INrC.Br[.a0YTw5 T StYpN:YWjL II fT M.4%W OIP KW ..WF n Of.S» ]W�MyrMfO O'rt.r 16 uuuyEs RMR 1W"b't4Y 1Yftp[yS W,l 96 B.rwnwt u4 Y1 Borz. - •i P[.Y ro,x+w,neBeBn a-a>e wP]FFUUrS PRPYsws or SFF.• - v]P. NF PP�YuwS 6]t.'gBM uuwx(' ^IINOMD OR/.MVG ND.0,0 ♦$pNY.W O.tl Rl YBiPMUMMI N RY[IM6. L:_ O.Y u.Fn4 -0 .rrNr,[- - ... 2 cr.TFB.IF 4E'nW S D BF BOMD°D Br .0 Yww[tur lo! r./DrsM=' BBEO P'.PE WITH GASKETS o-.2.Be YY avPYn,P� ]. BWIS 0�4SD RR M/NDFKNBERS RIx-A IBYIS EW W[. Y'h] RecwYvwnrwsFxrncB no-:s AE STANDARD MANHOLE " ' Ib ) ,`� LAC' MANE' CONNECTIONS �� CJeanWakr �� MANHOLE BASE Cleanl�ae Sevaes FLAT TOP MANHOLE F CIenVNtr Servces C7emFV&YerScvires OP•v1NG N0.Ot0 BEYSED r0-J1_t9 r0 REVISED 10-.: '. .w.'.,,rvn. REYYD 1D-n-lv ORAMW NO.050 BF YD 10.11-ry 1 $ S�40PROFF CONSTRUCTION DOCUMENTS �OINEF Revisions and Addendums w ENGINEERING DIVISION SHEET i¢ 3P DesCfl tion Dale No. BCITY OF TIGARD CENTURY PO D WSR' ,PUBLIC WORKS DEPARTMENT `12.2 N 'It/+//%W � DDNS RDnD,e,lFaD 13125 S.W. N°LL aW. 48 EST �Y��9f[� ■_ WOO, OWCON97223 MAIN STREET PHASE 2 IMPROVEMENTS 1]y $Y 06 aSI'.911DOffF£ �." e 20 503-639-•311 OF (FY 0 NO F !! G N F F F 1 N G ��RxtDE^c F". 503-624-0]52 94 . e111KTK.1R0-OR.Gov STORMWATER DETAILS FILE NO !f ONE INCH(REF) EXPIRES:6/3D2o72 DESIGN:JAJ DRAWN.AJF CHECK: RDV PROJ.NO: 97017 1 BID ON. �I wr"ci'.r"f6w w.aan.K BOLE s. n axv WSN'1 SANITARY sr.NEn sl¢.II oA:f„N'l- 'J ES In'.AALRFS enr o. wn•rm 1 xl.LIMM.VSr..YMVIYI �Ru.rq[ ' � Yua[TAT,OTA, NA�N AA �I .xgN.I.ID' RdIOLMw NVFRIN PYL r MwF'a Nor u.o� Q a.NNc cx w >.Y YsOr YA.� 1 Bar awn4nM. - wo marl: O 's s wallot E n sT o aW.N. MATERIALS: I(SIONi RM'4 �vOKIIE%AN,n5 e AIDA TY 1 _ ARNAMn �IANI Ir MVSi LMiORMMMEND +i EM10 C-{]B.SREL REINEORpNG Sro, l-Y �- MAIwq I..,, tY BM YINIYVM I/Y MADE 60. "'-"�y�---�� MEETING REQUIREMENTS OF A51M A-615 EN AI ED ANCHOR DETAIL CLAMP DETAIL e BARN INACTION MOLDED = "' —x'rf-- xls ODOO-mER Pa.RRDcnenE COVER TOP P e OPEN INSIDE DROP COPOLWER POLYPROPYLENE Puam wRN SRN.SURFACES. g g I¢NTANA WITH BEAVER SLIDE I,T MY¢NIWN®Olr g e.e.6 M k 4 9 —.ww rR IOAM TO C� of IpTx Y STORM '!!/{' N0 S%15 NFL RECUIREMfhiS Gi ASTIR mR6 I 1I B Me y�Np pejo 2.4.NNgE 51FP5 YVST SE i Y TIGHT AND nRMLY Emecro . __ YNrc I.m�wxlxnNL 'f J.ALL STEPS WITHIN A MANFOLE +OF A T T ..°'a'rI,r BA°I..°°"AL w SFE WANCE °APjm.x.e ox DiwalaiwE.Mo va. AM MIT N... IT (ISomms NOT D,A.AEN STEPS MR.Nr FN SINN w• AI A SERI AD ED OR ADDED •• � � BNE rry 4 SNALL BE EPONED N HOLES SECTION NEW 4ODM: AT III i/.s' ..n cv»4°Pm. tHAT ARE m¢ff MOISTURE ,,wE xp InteR 9uu E Wk MS e. KwIT M BOA 1.A,Ro.Ec AND DEBRIS.(EPDir TO YEE' OSS .S.tlWrr ME mNwwCl / a �.l':i .� ASIA Cavi < . 1. SOMA ERAF IVM Fp U$F,TFORIC.RCAS OF ILCA A!q K46DRNIXU 51$E'S. NFE AMMANT, 4Fx SVIOAAG-VPE[p1 1%I4 NI AMEAS 6F COY£CTOR AND AR ERML STREE R i Rw R:. I APS AFAOs ,, " ]. COUPµ0 IRAN SNAu BE OrAr Cyr Pq ASIY -N RAYL]O. -•W q vlf . < A. NKR.NO FPARE O SE MAEMINEO TO A ONE eE. 0 ALL MAI yN IDY bPAR - R`ArA-"R M .RARER 5. 1 1/3'RTt114E R IID 1..1TMG rNAt MECHANICAL INSIDE DROP OPEN INSIDE DROP 7�� SUBURBAN AND STANDARD MANHOLE C]eanWier Sevkcs MANHOLE (-kanWad MANHOLE STEP (7eaEEVI'�r Services MANHOLE FRAME AND COVER ck,.,Ad SezvicOess DRAMu RNSFp 10-31_1. [AMONG N0.080 PI lo-m-IR ._IND No.Roo xNw,Ia-J,_,R (TRAINING NO.110 SANITARY RENaD+D-51.-. PERFORATED PIPE MANIFOLD PROFILE i-OKMROr To J/{'SOIARE I'Mi TACE EEEIERING(RECESSEDcCNKrwCE (RECESSFEa1�I A A 8 8 A Doo EE 0 0 FT OD � vo.5 DD aLL / O 0 MENlNANM, - M Nc RED. 00 0❑ T� gAo PLAN NEW gOY A SMr K? j L-►e >R ' TO L (16)s/rt rrmlc :s o�Navee� ee<e oaa Nxss As sxaw+ FMSECTION 8-B COVER TOP COVER BACK Tlew e>nm Nur ND HWEs �.ilµc.PPw+ED g1E'Q'Ap vv EV WNuhCJIIECI� r YRWIu v vG,T' IIIA Mme. g s SECTION A-A A RRNE IAelr6 I FCQ PNN'T PRCPPITI...%%NG NISI 1A CASA IPAND ABS XMOS.OR vK EF.COMFORT T ON AN ORE 5 1/ REW16➢F F.CNITES DP4NNL VP 70,.BW SpIMF FEEL OF I4PfRNW S.REA;OIMFRYSE•-naCN T .. eAw MEAF wM YI n REWWED%%NG m5T/1yAlIWµ0 SEING YUEI itl1OYl CI.ARDIr UNROPN PLV461xG I / FOR ALI FAMORTS6-NEx EN 6-INpI yry WN AN➢F` .µ0 PE.A.11 AF: T.A7 AUOi HEAD BOLTS N .• ! REWMED. 1-.MOI SSED. E ALL KRYMITNCNI A.-AA, E rR To NAK N,A DOM! A, .' SECTION A-A S.Y.,rnlu MINI.4E MIA. z"r SECTION B-B aAsslR,Ox.yrM.-AA, BOIT AREA AND NUMBER N m.xaRs TO a wcw6rzo e.aD w SINN RDE FRaN ]I/r R A, I WENNOn R D azlxc EE ROOT z. w+NEEs w DSP RoOnD KOErATwN aKR RwxO I. MAIL AMI MAORI ARE oafNN to RE0,EN o-ne x MADE MIBW.DE 10 ABOADE YANTwD wTN N MniE DNA.+.OL O IK OM j.MONA IONOCReF N'wAME MARSWL Hq�M/A•�I¢M�'mARA W NF L A. CW KVANEE MEED AT MINIMUM FOR E5 BEAR RENT STORM FLOK. 5 CETNDM(IF RLOJNED N0.1NE.1 DO ON BE 1.C DRAM ROP RIABOADR 11FERµD'.IF. f SECTION MEW -wM IHMN MON., °A�°E° D,M.1.NOT.mE OR.III A. A.N1 R06 Nlµt WNIEn 91N11MK A y PAY SIREmm P%W ISI..IN A MIV T 6. IIIINOS r0 O SWC Y"ERIA,AS EEIF .RM E6 Y 10 f. ]. Do I-ET1 CYvpgp 1p IFNUtlIA STALL PE or YARRAL N.,SF.11 IO DRO AMATOR fAW 5 AK.N•Ao N RUR q a..mP MMu Nm w sR.ED OLD alAx�rRYVAT AxE EFans or wxuwT. DETAIL •.N6uRr®slwcTL•n w.FgI.AR TD war INN cc-�lor a NEn.a w asN.ru w.�rcx�q.R R.Rr..as NO Rw REF.ST. 2s SEE DETAIL #'110 FOR MANHOLE FRAME SPECIFICATIONS. s STORM WATER MANHOLE LID AREA DRAIN PERFORATED PIPE DETAILS CLEANOUT FRAME 4 Services TYPE II �^� �AI� ServGPs AND COVER ekanVV�cr Sevkes - IIRANN N t 0 RENsm 10-JI-N -14,NG NO.380 IsxsD Io-s1-le DRANNG NO.402 R[NSCD 10-J1-,9 DRANNG N0.510 PROF CONSTRUCTION DOCUMENTS d9�,,INp Revisions and AddendumsSHEET ENGINEERING DIVISION CITY OF TIGARD 012.3 OP DGScntion Date No. B CENTURY POR o S�yM PUBLIC 125S.WORKSDEPARTMENT MAIN STREET PHASE 2 IMPROVEMENTS •IJ125 S.N. NAt B�. as ON WEST , i .,Tc�E. ancon 412`f of e.2oO�F" wrcc zoa-s.Ta-752 oo• E N G I N f f f 1 N G ��71bF'O FAX. SOS-821-0752 '94 ° ' �""GM"D-p4G� STORMWATER DETAILS FILE NO E ONE INCH(REF) EXPIRES:60012022 DESIGN:JAJ I DRAT A/F I CHECK: RDV I PROJ.NO: 97017 1 BID ON: STORMFILTER STEEL CATCHBASIN DESIGN NOTES xEE(nN.] arEa wra sv v GIEf www'�`"aaPi cwrwp"vE.s a'�Erq°iNw'�N.mMi,'zr�rxExm'E`�'°a.wv e�.u"•°w.a.a6nml�'��.r Eunl�w�'�srwrnrc zap (!�, a rre..sNfWNInNTKNENC xv s�TLNLE vnmxpNNLE.e..Gw NTcn•LZNlIa YMMY Y� WP6➢. CVP/OI.RIrML[BELON Ei11EflE LOMIrtXN15 ESLEmlF4MYYWlC EVAGIV.W'.�PiIFFu.EWA1f E1PUL11PE® 1e' A - nmc Ee�"ALss ru1TlIPxEvrl� r _ zt t aEacoLw REuwxExcfo l..nR.lxe m�n,x, - xzeT•nr cer aysG..c rlw.a.rt la^ e9 a ! 1.. 111 s 11 11..r _ cunms Gwwurt lei smEEr +.PETao J' cc«.RNCTaA .SET�vw..`ci. 1. 12 ,. 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" sxnasA. a m`�N`xmcTw rA r•oxflEusrxTwmuwcwrlilFONO rsw.cwnclrr roLET..e xTlreamramatnclvnaPa _ 1NYAFA RaIfF TC�FY CWu'RICTORMEM2.M16MRNiAY•t lerrmlarunnmvEnsxoxra¢mlcmvala.rtn Evosa R�wPs ATPE¢ I£i•M f• ale-01 fax �'"' - .ar-- _ •oPEe Lo GLw�.xuE 1-CARTRIDGE CATCHBASIN VIEW A-A °®'„101n IFw.I xa to--- STREET CURB OPENING DETAIL �'--� PEN..T rvsq eRe STORMFILTER DATA .oELELEvTm \ mP.ffn w 2 EFL.Mze ATE(<„•IIX.,GLar tia NCIEs; � _ _. - .. I f- � AErlmIPENbOIX PE4(PLIAV MI t xq x GEs1e x mILDW eTURE rcn LVL un mnwn. I- l • s ' cue*rtldElENNw*(3f'!t IC OEEPI —(Ot f x[LOW SiRI1LNRE WW Ni WT g1µ1 4&W WNWW E'MW..i ME FL LNE LEWNG!e!� ! CM1RI03 GLOM MIE(yyn( Sh"D1 PIA.4F EfiM 11E9N iYtE'eERLl E PS 1 _ tRRRA a ry4p Ppp[EE PFA LttK AMI9MCMµ. uPm �- n�� xiNL t Rn ELEVI.Mw %%%%x ♦ IRs IT Wi 1 wIEN WLET CRPIF VNEN. — T M1 W1 FlllUlq•fn� PIM Mrµ xM ..ITU • Eflr .1 -Pldv INCE*n4B ).Y.Y.. ' xx' <y,_' T WILEt SILK R%RY11' xx' I ELLrx11• � CPiGIGUPPiION OIIREr gEnET E>r1�1 MlrfN CURB CUT OUT TOP RAIL WL%" Ens-1 CleanVVateF Service N^"W' - - IxrtLER leer f:K DPAENNGIp-». Rbry 141 Y GNw rtlwr c..cnew.xPWT nt•dE L sLwEO Lo vExvzo I* Ixar,E soLm cmTs _... vEavq .P_a,l 6 wells. m=a.l GWP NorEssPEcla RFlVp9B11r t[CTI011 Ad1 SECTION B-S WNTECH• ,CARTRIDGE CATCHBASIN s O1R101'a L� STORMFILTER STANDARD DETAIL F e f 9�1 z SA ie E� 1 ggDPR�e CONSTRUCTION DOCUMENTS Revisions and Addendums ff ENGINEERING DIVISION CITY OF TIGARD C72.� SHEET 6¢ 3P Descn tion Date No. B �@ CENTURY P00.1 'PUBLIC WORKS DEPARTMENT DN ��y � ��° 1d115 s” ""` &`VMAIN STREET PHASE 2 IMPROVEMENTS 50 a poa WEST , �,,� RGiRO. OREGON 97223 F N G F M E f f N G �.PN5rT4FAx W/CE 50'7-638-1/7/ OF £AK' 503-52{-0732 94 !! Fr D' Noo L e ""'.WARD-OR'G0° STORMWATER DETAILS FILE NO F[ ONEIN)) ) E%PIRES:61302022 DESIGN:JA,/ DRAWN:A/F CHECK: ROV PROD.NO: 97017 BID ON: 1 STATE FARM INSURANCE CO., SOUTHWEST OFFICE SUPPLY 1 3 1 I NO LIMIT MARTIAL ARTS, I 12245 SW MAIN STREET YEN'S CHINESE RESTAURANT, 2 13 NEW SHOES PROFESSIONAL SHOE, & n \ MAIN STREET STAMP & STATIONARY 1 I 1 7L ., \ 1 12 MAIN STREET ----_------- _ c; m - '.• z 252 SW t = 1 I y x + N 1 I w is M ■■■■ ■ srs U WATER NOTES srs / L•sr.r SW MAIN ST t Lbses• •W.1' 9'1 10+00 •f' '- .',1••••'• tyy�Q.'''.' •'a• '_' '_i 12+00 -srsr aTs srs srs rs - - srsl (n I W� Ot INSTALL r CL 52 DI WATER LINE, • oa 1 Lra.r 13+00 s 14+00 LENGTH AS SHOWN, Lli ■ y ■ ■ ~ W DEFLECT PIPE PER MANUFACTURERS'REQUIREMENTS AS W r- W ■ ■ ,p Z = NEEDED, r_z .. _ I ■ ■ ' ■ - - - - - _ (n SEE CITY OF TIGARD DWG.NO.180. j� _* : ss s :� _ ■ s - _ W Oa INSTALL WATER METER ASSEMBLY AND SERVICE, . 6p ■ f -•; "' 11 F— CONNECT O EXISTING.HOWN IN SERVICE SCHEDULE, ■ SIZE AND LENGTH AS _ _ t e i■ ■ ■ _ a Q SEE CITY OF TIGARD DWG.NOS.180,620,AND 521. b SEE 3NEETC19.3 Os CONTRACTOR TO POTHOLE EXISTING UTILITY AND COORDINATE FOR CONTINUATION 's _ _ a RELOCATION PATH UTILITY PROVIDER IF REQUIRED. ■ ` *---- - - ■ - CONNECTION 02, - eO INSTALL 8"MJ GATE VALVE, -------- 1 ---_I I m ■ ° s' .7 SEE DETAIL AIL 2,SHEET 014.1 --_-.J SEE CITY OF TIGARD DWG,NO.503. ■ CONNECTION At, \ I fl STA 13-87.79,13.5U RT, SEE DETAIL 1,SHEET C14.1 I -1 1 ■I INSTALL FIRE HYDRANT ASSEMBLY,\��\\\\\\\\\\.\\\\ •• ■ a. I ■ \ SEE CITY OF TIGARD DWG. OF is IRRIGATION SYSTEM POINT OF CONNECTION, ■ ■ I SEE IRRIGATION PLANS y IN o CONNECTION 161, ANTIQUE BARBERSHOP OREGON RIFLEWORKS I J ■ SEE DETAIL 2,SHEET C14.2 WAGS PET RESORT 12290 SW MAIN STREET 12260 SW MAIN STREET I Q 12230 SW MAIN STREET I I I I - It ■■\\■■■\■ � I I Q 1 I C) I 3 In I 180 -_._-----_ 180 f N H uj U! fn ul V) V) w ui 3 N 3 33 r N 3 o x + BTA 11+08.38G 8"TEE,. . j._. 175 175 CONNECT TO EXIST FINISH GRADE F ATIALIGNMENT ` SERVICE SCHEDULE 1( SHEET 14.1. N In N 170 EXISTING EXISTING SURFAC 1 } 170 METER STA ADDRESS SERVICE DIA.(IN) APPROX.LENGTH(FT) 1 E 10+98.35 WA 2 15 8•'DI WATER PIPE AT[ALIGNMENT - g 11+80.70 12255 SW MAIN ST 1 45 165 - — 165 -- — 12+32.30 12255 SW MAIN ST 1 44 12+53.70 12255 SW MAIN ST 1 44 160 - Q- 160 13+59.35 12245 SW MAIN ST 1 44 r •• ' f too EXISTING CONCRETE ENCASED- 8 COMMUNICATION LINE DUCT BANK ]j 155 1 1 - 155 _a EXISTING STANECT TO PROPOSED EXISTING STORM SEWER PROPOSED CONNECT TO PROPOSED B• SANITARY SEWER IL STORM SEWER PROPOSED 8"CL52 DI WATER PIPE, tp DI WATER PIPE SEE DETAIL 2,SHEET 14.1. �! 10+00 11+00 12+00 13+00 14+00 14+25 c 2s' +o' t MAIN ST CENTERLINE ALIGNMENT PROFILE H.1"=20' SCALE'"=20' 1'=5'�pEO PRV:pFF CONSTRUCTION DOCUMENTS c30 1�OINEF Revisions and Addendums FNUlNlLHiNG SHEET w, PUBLIC WORKS DEPARTMENT CITY OF TIGARD C13.1 t s Desch tion Date No. B CENTURY ° 13125 S WU AIL EPARTMENT �///WEST ;NO 'JiC,t W.SOREOUY 97722233 20F y�y � MAIN STREET PHASE 2 IMPROVEMENTS ' Z a• INGINFERING seaamoru E 50-&19-4171 94 MMMJG4t0 ORGO° WATER PLAN AND PROFILE MAIN ST - STA 10+00 TO STA 14+25 FILE NO �C ONE INCH(REF) EXFREa:BflaQ072 0 DESIGN: DRANM:NF CHECK: R V PR017 BIDON: BOOMBA FIT LLC/AU— STOPS PIPES ACE'SEWNG & VACUUM ASIAN PEARL BODY TIGARD MAIN STREET CLEANERS & DISCOUNT TOBACCO 12185 SW MAIN STREET & FOOT MASSAGE 12155 SW MAIN STREET 12215 SIN MAIN STREET 12175 SW MAIN STRE�T NL\\-\a 2 ------------------— X 2 -- ------ ------------ 7�7-77-7-j I'� I.- r E. + ....................I ....�-E STS G G�- G < 6 T. WATER NOTES STS SINMAINST ONE SER-Ow"i STS STS--7 STS STEk—STS STS STS STS STS STS ST Ui L=!r 5 16+110-0 17-DO 0 0 LENGTHASSHOWN, Lu Lij F 18+00 0 INSTALL 8"CL 52 DI WATER LINE, IN 7 - - a 19+00 DEFLECT PIPE PER MANUFACTURERS'REQUIREMENTS AS NEEDED, (j) SEE CITY OF TIGARD DWG.NO.180. uj ss 3 5 t ss METER ASSEMBLY AND SERVICE, 12 SIZE AND LENGTH AS SHOWN IN SERVICE SCHEDULE, INSTALL WATER CONNECT TO EXISTING, SEE CITY OF TIGARD DWG.NOS.180,520,AND 521. 4. I�AA k mmm�mmiiw SEP ENCASE SANITARY SEWER PIPE IN 6"REINFORCED CONCRETE �7` JACKET,L=20, Or-OF THE WATERLINE CROSSING. CONTRACTOR TO POTHOLE EXISTING UTILITY AND COORDINATE ----------------- 2 2 RELOCATION WITH UTILITY PROVIDER IF REQUIRED CONNECTION#3, STA 15+81.09,13.91'RT, cn F, SEE DETAIL 1,SHEET C14.2 N INSTALL FIRE HYDRANT ASSEMBLY, UNITED STATES POST OFFICE A�MERICAN FAMILY INSU'ANCE US BANK 1 0 SEE CITY OF TIGARD DWG NO.642. 12210 SW MAIN STREET 12196 SW MAIN STREET 12160 SIN MAIN STRLE I FA�Ilfiki 99WER NOTES (DREMOVE AND REPLACE EXISTING 6-SANITARY SEWER LATERAL co NTH NEW 6"D3034 PVC WITHIN LIMITS SHOWN.USE FERNCO 4 COUPLER OR APPROVED EQUAL AT CONNECTION POINTS.NOTIFY ENGINEER IF POSITIVE DRAINAGE TO MAIN LINE CANNOT BE ACHIEVED. 195 195 cli m ISTING SURFACE X. Low co EX t ALIGNMENT 190 go 'I'1 8 190 x PROPOSED 8"CL52 DI WATER PIPE 165 z T 180 Isc SERVICE SCHEDULE --- METER STA ADDRESS SERVICEDIA.(IN) APPROX LENGTH(FT) FINISH GRADE AT C ALIGNMENT 14-38.76 12210 SW MAIN ST 1 30 175 175 EXISTING 14-8816 12210 SW MAIN ST 1 30 S"DI WATER PIPE 15-26.69 12215 SW MAIN ST 1 44 15+8629 12200 SW MAIN ST 1 30 170 170 STA 18+23.69,81VIRT 15-87.39 12200 SW MAIN ST 1 30 18"SEPARATION CONNECT TO EXISTING WTEE, ( 1 16+1972 12185SWMAINST 1 44 MIN) PROPOSED STORM SEWER SEE DETAIL 2.SHEET C14.2. 16+49.60 12175 SW MAIN ST 1 44 165 165 17-52.06 12155 SW MAIN ST 1 36 EXISTING EXISTING CONCRETE ENCASED 4 SANITARY SEWER COMMUNICATION LINE DUCT BANK 1 14+25 15+00 16-00 17+00 18+'D lq�cc 0 w 40' MAIN ST CENTERLINE ALIGNMENT PROFILE 0 H ll.=20' SCALE 1 20- CONSTRUCTION DOCUMENTS C,t N -Revisions and Addenclums ,GF ENGINEERING DIVISION SHEET PE Desaiplion Date No. By PUBLIC WORKS DEPARTMENT CITY OF TIGARD C132 ADDENDUM#01 10r.2Ml 1 JAJ CENTURY T.-==. OREGON 2 WwEST Pa4M, OREGON 9722.Y MAIN STREET PHASE 2 IMPROVEMENTS OF 'Ao- VOCE 503-09-4171 M.- 503-624-07V 94 D. ww.na4w-O&GOV ONE INCH(REF) WATER PLAN AND PROFILE - MAIN ST- STA 14+25 TO STA 19+00 FI]EN DESIGN.7UI—DRAWN.A/F ICHECK. RDVIPROJ.NO: 97017 IBIDON: "I. tk� CONNECTIONN4, { - ,�•,', ` SEE DETAIL 2.SHEET C14.2 mum /mm - • - T T —._.. T _. —_.. T 7 L=36. L=367 ■ SEE SHEET C73.9 O--"-'■ FORCONTONUA7ON y ---�\ SW COMMERCIAL ST WATER NOTES I ■ m ■ 0+00 r _ � ■ iy Oi INSTALL e"CL52 DI WATERLINE, r ■ LENGTH AS SHOWN, CONNECTION p2, s STs ■ STs --- DEFLECT PIPE PER MANUFACTURERS'REQUIREMENTS AS SEE DETAIL 2,SHEET C14.2 NOON■ NONE EE■■■■EEilill NEEDED, S SEE CITY OF TIGARD DWG.NO.160. d. N M _ 3 • .I I / 180 160 Q N Q ZQ Q Z W Q XQ �X Q Q 175 w N 00 - w--- 175 N V O FINISH GRADE ^ w AT f ALIGNMENT w w Q w EXISTING SURFACE r AT ALIGNMENT n 170 --� -- -- 170 STA D+06.37,11.61'LT STA 00+79.84,11AU LT CONNECT TO PROPOSED 8"DI WATER PIPE, CONNECT TO EXISTING 8" SEE DETAIL 2,SHEET 14.1. WATER VALVE, 185 z --- 165 SEE DETAIL 3,SHEET 14.2. 2 PROPOSED E i 9 STORM SEWER 160 - -- 160 p ' EXISTING 8"DI WATER PIPE e EXISTING STORM SEWER 155 ----- 155 PROPOSED TI CL52 F DI WATER PIPE pE 150 _________-_--..1._-. 150 EXISTING SANITARY SEWER pa f� pQ 0+00 0+90 EBB i 0 2e' w' $ COMMERCIAL ST CENTERLINE ALIGNMENT PROFILE H.V=201 SCALEV-26' 0PROF D y� e'CS� CONSTRUCTION DOCUMENTS d dL'I"EF `£ Revisions and Atldentlums ENGINEERING DIVISION CITY OF TIGARD SHEET e 3 € Deson tion Date No R PUBLIC WORKS DEPARTMENT D"g ///WE$T CENTURY s no 13125 S.W.c &W. of sy 13,15 O CON 7223 MAIN STREET PHASE 2 IMPROVEMENTS 53 e [ e . n e svan�a rnz VOICE 503-639-4171 pFFF FY D VO FWN JAr0 A -OR.GOV E 94 if ONE INCH(REF) DESIGN:,lA,/ DRAWN:AJF CHECKRDV BID ON: WATER PLAN AND PROFILE -COMMERCIAL ST FILE NO E%PIRES:6l3orz022 : PROJ.NO: 970 i7 N D 2STS STS STS ST9I STS STS h 1 v~i E W v y W W W W W y W m 12+10 12+20 12*30 E 12+40 F W WA W f W W W W 5 TER KEYED NOTES 10+P0 y 11+00' 11+10 W / W 11+20 11+30 N OCUT,CAP,ANDASANDON EXISTING WATERLINE. w w w w OINSTALL 8"MJ GATE VALVE, f � SW MAIN ST SEE CIN OF TIGARD DWG.NO.503. INSTALL B"X 8"MJ TEE, POUR STANDARD THRUST BLOCK, \ w w �y SEE CITY OF TIGARD DWG.NO.580. w wlF-k---- w--i x F.F.i w w I I to CONNECT MJ GATE VALVE TO EXISTING 8"X 8"MJ TEE. 111 ''' 1� r INSTALL 18"OF NEW PIPE AND THEN MJ GATE VALVE. SW MAIN ST7 6S — ss lo/h s y - - � 5S SS srs - 575- -STs- ___'_ 1 / N I T. i.--�._ f_� / T T WiA STS - - - TS - - h �N D C CONNECTION#1 CONNECTION#2 MAIN ST AND COMMERCIAL ST(NORTH) MAIN ST AND COMMERCIAL ST(SOUTH) 2 SCALE1"=5' 014.1 a� SCALE:1"=5' C14.1 ate-' A e E H� B� afi a� s0I�5' 110' I� S� SCALE 1'-5' PRO, CONSTRUCTION DOCUMENTS ,GINE `!y Revisions and AddendumaERING SHEET E 3P F Description Cate No. B PUBLICENGINWORKS DEPARTMENT CITY OF TIGARD C14.1 • InsnanocsFCE PUBLIC WORKS DEPARTMENT FR ON / CENTURY ,F,m�� ,� Fnz3 S.W. Iwo.am. 54 WEST ■ »�, OREGON 97223 MAIN STREET PHASE 2 IMPROVEMENTS OF yy oe N1191e00 H E E'OCE:5°3-539-+Fn v s 10�� E n G I N E f It F R G Emnfnlo Fat FAX: 30.T-62+-01ST 94 NO """'r`'"'4O-0At'C0V WATER CONNECTION LAYOUT AND DETAILS FILE NO =a ONE INCH(REF) EXPIRES:61302072 DESIGN:JAI DRAWN:AIF I CHECK: RD V PROJ.NO: 97017 BIOON. o m I 6 m I w n -ST5 STS J o IS y -STS STS STS STS STS STS F D \\\��' � 5T5 I II m r� ST5 _ 78x00 F; -- 18.10 18.20 1 o i -+- WATER KEYED NOTES I I� ffI I W W 9 OCUT,CAP,AND ABANDON EXISTING WATERLINE I w ��If (D INSTALL B'MJ GATE VALVE, ' to MAIN ST SEE CITY OF TIGARD DWG.NO.503. ' I OCONNECT TO EXISTING 8'MJ GATE VALVE $W . w Ii Os INSTALL 8'45'MJ BEND. w y E 111 '_!}J y4J_ 16 CONNECT MJ GATE VALVE TO EXISTING 8"X 8"MJ TEE. NL +I rV .. INSTALL 18"OF NEW PIPE AND THEN MJ GATE VALVE, to U4 s It 6 3 F , —� ss ss ss ss — � ss --.._�_. ss —1__-. ss s. y E n 1m I 2 1a/ Y/ i �TJv 7 j f -- 0 U I I 3 I s3 I in o r� n � 0 9 CONNECTION#3 CONNECTION#4 COMMERCIAL ST(SOUTH) MAIN ST AND SCOFFINS ST 2 SCALE:1"=6' 014.2 a� SCALE.1"=5 C14.2 D� eGp P f 1� 7 L [ Ik [E o s to it 4 SCALE I'-5' FIR CONSTRUCTION DOCUMENTS �I Np Revisions end Addentlums SHEET R ENGINEERING DIVISION ! 3R Desch tion Date No. B wan.un afnce PUBLIC WORKS DEPARTMENT CITY OF TIGARD C14.2 CENTURY �,�� 15125 SW NA" eLw. 55 6 2e4, WEST . 1/4ARo, [r22� MAIN STREET PHASE 2 IMPROVEMENTS OF I N 4 I N ! ! f I N 4 YORESI�DI.V H7,CE.'`w-&V-4121 FAX' 503-621-0752 94 Py o. v - [ F". 5aen-azaw �[ ONE INCH(REF) ExcIREs:6raoao22 —DESIGN--da DRAVJN:AJF CHECK Rov PROJ NO 97017 BID ON WATER CONNECTION LAYOUT AND DETAILS FILE NO As required in OH t)pkal sections Street of construction maw O wIP.N 12'BEIWD SIDEwAIR 1_ Street panty .AYEIETIT PAKNEN- T._� B•_D•PUE 1 pl BEHIND CURB I(- Il•� 11HEN NO�ETeALX IeO 1' T-cut see 4DEwKN Surfacingnote 1 _.__.- 1'OR 1 1/I• 17•%30•X12'ROMCAST ANOMER BOX Topsoil or as 1e•CAST YLON 010 BOIME1FR W/1 TN30•ROTOCAST lD W/TdJCMREN]HOLE directed Bow Material PROM 21•BY So•MIN sEavcE LME DEPTH �� 1!2AST YEMR BOX, 9 a•Red OOMCETE R GST NM INSERT INTH NO W- PAD(SEF More:N) MUCH READ NOM N THE TOP NAND TMP BAaalKl W INSERT.NO CONED INSERTSb lE ir AROUND TOP SECTION r,62:Y. M^' SIDEWALK ADJACENT TO CURB R+ V DLIunDNs) ■y ro Jd« s o e o PUE r FLc x cOYPPESSIO ANOE STOP(TITS I I/z Aw Kg o c E e•ASTM 3034 PK I B• YJ X TAPPED _ Y Y O O € 2•TEE o ,l'• COPPER PIPE O d� af11A1N6 Nur EXTENSION A✓ e, U it O (SEC DETAIL NO.505) 12'.20-ROTOCAST METER BOX 3 n SID L V o r 3 a JO•7!5 N Y d NAY ea O CAST NW NSERRT WITH INo.11• O w P TOUCH HEAD HULL IN TIE TLP MNN LINE D O 4�r�PBENDS n n OR INSERT.w0 HM(.TO INSEAM COPPER AS NEEDED 6' Min bedding e' SIDEWALK WITH PLANTER STRIP AT CURB z below Outside Of M1PT x COMPRESSION CORP pipe bell 3/4' - 0' MIN MI crushed aggregate NOTEc CUSTOMER SIDE I.SURKYOR TO INSTALL TEMPORARY NUB NOTES: AND GUARD STARE AT LOT UNE FON METER BLSTAWIDN. T I)VALVE BOX NOT TO REST 2 BOXES DET N CONCRETE RIKI BE s-10• SEE PLPNING CODE 2• Min TFMch NEXT SIZE LARQA. Na1E4 O OPERATING ASSEMBLY 3.CONFER O NEVER BOX TO BE OFFSET FOR DEPTH OF found011on - I �� 1.CONTRACTOR TO INSTALL MJ X TAPPED 2•TEES AT 90-ANGLES TO 2)OPERATOR NNEN EXTENSION I'IRON PAIpEATY LAE. atobiliialion REOIINED%FEN vKK MUT • 1.BANNED METERS WITH SHARED SERNLE METER LOCATIONS. HAUL HAW k tEMl I/required RAPER THAN 3 NEER O 2.BANNED 2•PETERS SHAM HAW 21•MINIMUM pSTANIDE BETWEEN ® 31- LME TRENCH MEEN O T te•MINIMUM r $F 27 M TM IS LOCATED IN FENT FINISHED VALW OXOE, DISTANCE BETWEEN LO MSTNT-AnOMS- 1•MIN J 3.IF 2•METER IS LOCATED IN SIDEWIL(AREA FINE METER BOX NEEDS TO 5.IF WRIER METER H LOCATED INA 3/4•-0• UETEp 3J fENiFA VKK eox O 9OWAU(AREA 11E BON SIZE WILL BE NOG( ANNE BALL METER VALVE BE 28•%27•%12•ROTOCAST.IF TWO WE BANNED MEN THE ANQE STOPS NOTE' AXR O OPER.NUT_ ARYPRCASi IYX3a'XI]RPM x01( 111R11ER 1's]42SbN(iN15 IS NEED TO BE AT A MINIMUM O 30'MMI. I. 1'T-CLT FOR PIPE ONLY PRO.ECiS COVER OR EOJIVALENT.F TKO METERS 4)PRONOE N•SQUARE BY 1.1MER MALL 1•]O0 Pe BALL 2 JOINTS M W TACK AND SAMOED. CONCRETE PAD ARpRD VAK f- 2t-- ARE BANNED IN SIDEwAx AREA TREK VAI NO LEAD ANILE STOP) INSTAN3. UNCUT SHAUL BE TMC COATED WTI BITUMINOUS ASINKT EMULSION. Wx OITMGE P FAMED YEAS CE BETAEEN ANGLE STOPS CLL W EQUAL As SfIPN N cuIGETF PAD ICTAE CONCRETE PAD I•TYPE•N•SOFT COINER TIMING _KNIMUESS N Fra N rr TRENCH ,„ AI�=lAAa' TYPICAL GATE mr`r ,.SIN 2' A 1-1/2' e e • 1' WATER SERVICE F 521 ..w..MIN BACKFILL i a0 m .vAw.WII+ VALVE 503 520 ,� WATER SERVICE zo { r I SIDEWALK ADJACENT TO CURB nw I: ttS�A4D tFmlt IB•CAST RON 9'0VALVE 00. SOP5 TNF PMN®DDSs A \YiLS w/UK GASKE I� ©� LITERAL PLUGGED GROSS TFF RM -/ / CCN THRUST BLOCK SCHEDULE GATE VA,N.J. 19`-,91HG AREA OF IHRVST eLO45 N 9J 2 1 FEET) M.J..e•FLc. 1-.- Fr-HD igffiD.m.TS E v Ire' H 1/P SIDEWALK WITH PLANTER s1E(NONE]. xuaIn ams eD3 a-- e- Y STRIP AT CURB ® - OTP GTS -- -- I s P.Q Dal Pi -- t3 -SICEWA M T•NN e 01.1 CM, 0.0 0.3 '- F:A,..,_ --iE"vA.D4EAR Ix +e.Q ae.e a.e DOSE +6 204 155 ME) m.0 Ilium x4 ",a 31.9 111 OFF 1 1. HYDRANTS TO BE MUELLER CENTURION A.FRAT(N APPS EQUAL)fi MJ.5 1/4- MW /� YW 3 PONT- FINDWIR I'./Y PENTAGON OPFflAIIO NUI,WEN LEFT W1T.1 FPE F0.LGMNG' ABJK MEANINGSOI AREAS BASGI NG TESL INTO POLAND LP 1•A TEST.OLIN AND M A. UR NZE ACTUATION ALLOWABLE SOT BEARING SMNGM E INTO IgMD PG 9AUYE F00T, TO AN P B, fNON2E ACTUATION NUT COOLIE BEARING REAS FON piFLA[1RT TEST PRESRXES AM SOL BEARING C. BRONZE SEAT RING SESSES.IlSE TIE FpLOWING EOIATIO D. KATHER SHIELD CAP MEANINM G EAS� (TEST KIESSUR0.E/ISO)K(1500/5MEANING SIRES])X(TAKE VALUE) P U SAFETY EEK COUPLING F, THREADED NOZZLES WITH•0•RINGS mmm 0. NATIONAL STANDARD THREADS 1,COGEM 74RUST SLOONS NOT PERMITTED UNLESS APPROVED BY pry ENGINEER 8 2. SAFETY WRNS TO BE REUOKD. 2 STRADDLE BLOO(5 REOWED INNERS ONES WAY BE EXTENDED N NAME SEE MAIL N1.561 3. HYDRANTS TO M'FARMED USING R-1117 SAFETY YELLOW OR M ALIFIRT ATE APPROKO 3.CONCRETE THRUST BLOCNNG TO BE POUTED AGNNST ODSTIPSED EARTH. BY DISTRICT FIRE MARSHAL. 4.MP CONCRETE GEAR OF JDNT AND ACCESSORIES L 5.ME REQUIREDTHRUSTING AREAS FOR SPECIAL CTT BEARING ARE SPEAK ENORCLFD O TE 1. HYpR/JIT TO BE INSTALLED TRUE AID PWYB. M MAMY IF,15 INDICATES 15 SWANE FEET!MEANING AREA REQUIRED, 5. MD OBSIRWTONs WITHIN 30•RAMJS O HYDRANT. 6 X NOT SHOMIN O PLAN£REPINED MEANING MEAS AT TIMING DIAL K AS INDICATED Al C C R SUBJECT TO KNCLE DAMAGED,PRDIMCnW POST TO BE PRONDED. M)"T IT NECESSARY,TO CONFORM TO THE TEST PRESANEES)ARE ALL011AgE SOL MEANING 7. VKK Box TO BE IN ACCORDANCE NTH STANDARD DRAWING NO.503 OR AS APPROKD BTNAENSRNyyES)STATED N M SKO4 PNOMSMRIi 9 BY USTENGBLOC 7 IXMRG AREAS MSD BLOCAwc DITA S SHOWN TSHOUR IMID VITAL BEAm�G ARCA O iA} 9. INSTALL A]TOR SHALL NOT 5M PLACED E HYDRANT LOGTIONS. THRUST sLOC%s ARE IN SQUARE MT. A. ON THE SMCMZ HPHA50-ISNH pEIlYM1EMT N1➢NANi ADAPTER(OR CGNVALEHT) 1� ON 11E 41/1 PORT. q� r ION MIN rel. FIRE NTDRANT N>rnc ••�•• R' oc N IIWM]r a aIIN r STANDARD THRUST N A e Orn Na ASSEMBLY 542e' - Y'KN"N" BLOCK $6() t °PROIe CONSTRUCTION DOCUMENTS ti c3OI Ne, Revisions and Addendums MPRCJNO. NGINEERING DIVISION CITY OF TIGARD SHEET E¢ 3 Description Date No. B ///CENTURY °P°O0UBLIC WORKS ILIO. ANENT 56 SND MFACOV$BYO.MNRM S.W.CCIN OLIN. 56 Tr' o' WEST „ � VICE.. 05-6M97223 MAIN STREET PHASE 2 IMPROVEMENTS OF B•2D E N G I N E I v N c mawnT6FM7KE.'SOT-639-4M7I 2 I✓ MM': SGT-624-0252 94 2A WATER CONNECTION LAYOUT AND DETAILS FILE NO ONE INCH(REF) DESIGN:JAJ DRAWN:AJF CHECK: RO17 1 81D ON: LEGEND GENERAL NOTES INSTALL 120/240 VOLT METERED WEATHERPROOF 1. INSTALL ELECTRICAL OUTLET CONDUITS IN SAME TRENCH AS BMCL BASE MOUNTED SERVICE CABINET AND FOUNDATION ROADWAY WHEN POSSIBLE. PER ODOT STANDARD DRAWING TM482. 2, WHEN INSTALLING GFI JUNCTION BOXES,MAINTAIN A MINIMUM 4' Lgyend CLEARANCE FROM CENTER OF TREE TRUNKS. Junction Box 3. SEE GENERAL CONSTRUCTION PLANS FOR LOCATION OF FROSTING EX MAINTAIN AND PROTECT EXISTING ORNAMENTAL AND PROPOSED UTILITIES. pp STREET LIGHT POLE. 4. COORDINATE POWER SERVICE CONNECTION WITH PGE.CONTACT Electrical GFI Junction BOX PGE POWER SERVICE COORDINATOR PRIOR TO CONSTRUCTION AT PHONE NUMBER 503-326-6700.REFERENCE WORK ORDER#M3032220. GFI eGFI INSTALL DUPLEX GFI RECEPTACLE NUMBER(N) (N) GFI Receptacle Number (N) SHOWN.INSTALL WITH WEATHERPROOF COVER AND T° 120240 VOI{ INSIDE WEATHER PROOF JUNCTION BOX,INSTALL 6' Single Phase Power Source w PIGTAIL PLUG IN.SEE SHEET E-03 FOR DETAILS. U 200 amp, 2-pole 1 fa JB INSTALL I7'X3=16'(MIN.DIMENSION)PRECAST main circuit breaker me e a •� 2 CONCRETE JUNCTION BOX. U JB INSTALL GFI JUNCTION BOX.SEE SHEET E-03 FOR GFI GFI GFI GFI GFI DETAILS. �$ INSTALL(S)INCH ELECTRICAL CONDUIT. < ' �IN STALL(S)INCH ELECTRICAL CONDUIT AND WIRING PER PGE a' REQUIREMENTS.CONTACT PGE SERVICE COORDINATOR U circuiitabreakei-pole, 120 volt, cJ 13 i4 17 19 22 PRIOR TO CONSTRUCTION AT PHONE NUMBER 503-323-0700. To GFI Recepticle REFERENCE WORK ORDER#M3032220. P Circuit X11 GFI GFI GFI GFI GFI MP INSTALL 4'X 4'MICROPAD TRANSFORMER BASE PER To GFI Recepticle PGE REQUIREMENTS.SEE DETAIL ON SHEET E-03. Circuit X12 J M a � INSTALL(N=NUMBER)(G=AWG WIRE SIZE)XHHW 1-30 amp, 1-pole, 120 volt, W c GROUND WIRE. circuit breaker U To GFI Recepticle Circuit #3 Of C-(A) To GFI Recepticle N G INSTALL(N=NUMBER)(G=AWG WIRE SIZE)TYPE Circuit X14 GFI GFI GFI GFI 'I XHHW CIRCUIT(A)WIRES. w U % 1-30 ampp 1-pole, 120 volt, a G - AWG SIZE SHOWN circuit brlaker G. 1— To GFI Recepticle 0a S - NUMBER SHOWN Circuit #5 N - SIZE SHOWN Spare Circuit La O J2 71 10 9 GFI GFI GFl GFI 1-15 amp, 1-pole, 120 volt circuit breaker w U � Q To Irrigation Controller a •� (See Irrigation Plans) 15 16 18 20 21 GFI GFI GFI GFI GFI New Service Cabinet WIRING DIAGRAM NEW SERVICE PANEL LOCATED ON MAIN ST, STA. 13+52.3 (35.5' RT) f e R l�Q(O PROff� CONSTRUCTION DOCUNTS Revisions and Addendum ENGINEERING DVISION M s Descripthn PUBLIC WORKS DEPARTMENT CITY OF TIGARD E-01 720 SW Washington St,Suite 500Mb o»¢oc« ma Portland,Oregon 97205 r3ncwo s'�csro 97M MAIN STREET PHASE 2 IMPROVEMENTS 57 OF : v e www.dksassociates.com MCC'503-639-4171 4N K.CotF•v'' w w O*-�d7`52 94 ONE INCH(REQ ELECTRICAL OUTLETS LEGEND AND DETAILS FILE NO DESIGN:CAL I DRAWN:KCD CHECK: BKC PROD.NO: 97017 1 BID ON: CONSTRUCTION NOTES TERMINATE CONDUITS AT A POINT 4'ABOVE THE MICROPAD GRAVEL BASE BY DUCT C TAPING THE ENDS OF THE CONDUITS WITH 5'OF PULL LINE HANGING OUT OF EACH. ; DUCT TAPE THE CONDUITS TOGETHER.CONTACT PGE SERVICE COORDINATOR a2 PRIOR TO CONSTRUCTION AT PHONE NUMBER 503J23-6700.REFERENCE WORK m C_t GF c-1 1-4 2 ORDER NUMBER RM3032220. 2 4 1-4 GF 5 C1 2 2 1-4 O SEE IRRIGATION PLANS FOR ADDITIONAL IRRIGATION CONDUIT TO BE INSTALLED +'' 6 2 1-4 2 AT BMCL BASE. 0 04 ,--f �11 I)t F� A(W \ 2 1-4 JB GF C-i C-1 co XI I ° —R/W 1-4 4 4 2 12 T - ;_ • O V ®y F LU - GF 12+00 o SW MAIN ST 13 14 I Lu LU c 3 1 MP W 1-4 Uj L r Uj 3' RNV J GF B y o° \O o00o C-5 3 GF 00 RAN 2 2 1-4 EXISTING PGE TRANSFORMER 2 2 ; i 12 m C-3 C-4 C-i C-3 n 2 2 1-4 7r4-FAglE3 1-4 2 1-4 2 C-I C-2 F3 F4 C-5 C-2 F H C 4 2 2 2 2 4 1-2 2 2 4 1-4 C-2 y 2 2 4 1-4 1-4 4 2 C-2 MC 2 1-4 2 2 C-4 O3 GF1-4 2 4 4 2 GF 17 C-2 F F GF 14 RMr� 2 1-4 1 22 GF WW 0 0° FrA J ° __ • -___ �� .x - In 15+00 16+00 SW MANN ST 17+00 18400 — 1e4eo Uj W LULu _ — — — — 0100000 o - MR. { � FS �„ 1-4 2 n "I C- GF JB 5 c-s i 15 GF 1-4 2 2 C-5 T 1 2 1-41-4 4 2 1l1 G 20 JB 1 1 In to i� y o za 4v Rt i •� SCAIE 1'=20' IEEEEEE 4 ��EO1PR0lfG CONSTRUCTION DOCUMENTS \S1°M°1N4F Revisions and SHEET V + ENGINEERINGDVISION CITY OF TIGARD R Description Date No. B PUBLIC WORKS DEPARTMENT f-02 720 SW Washington SI,Suite 500 PUB C rua DE E8 Portland,Oregon 97205 ■. nom, .W. 4BL2J MAIN STREET PHASE 2 IMPROVEMENTS OF m 0 1 -dksassociates.com WrE'503-&W-4170 W. 50J-624-0752 94 4N K,C01'1'� WWW.1"-0R'G0V FILE NO le ONE INCH(REF) DESIGN:CAL DRAWN:KCO CHECK: BKC PROJ.NO: 97017 BID ON: ELECTRICAL OUTLETS PLAN 20-1/2' 15-t 6" 3/8 x 1 HEX BOLT 12-7 6" NOTES 1. BOX DIMENSIONS ARE APPROXIMATE. EXACT CONFIGURATIONS VARY AMONG MANUFACTURERS. 2. LID THICKNESSES ARE MINIMUM. 3. BOLTS AND NUTS SHALL BE LIBERALLY COATED WITH ANTI-SEIZE COMPOUND. 4. SPLICE PROPOSED WIRING SHOWN /N PLANS INTO TWO #10 AWG CONDUCTORS INSIDE PROPOSED ENCLOSURE. 5. FOR JUNCTION BOXES TO BE INSTALLED IN TREE WELL AREA, COORDINATE INSTALLATION OF JUNCTION BOX A A AND CONDUIT WITH INSTALLATION OF TREE. N Op 00 o N P WR A 6 ENCLOSURE TO BE SECURED TO SIDE OF JUNCTION BOXN 0 N S£E SYSTEM IDENTIFICATION DETAIL THIS SHEET TEXTURED LID SYSTEM IDENTIFICATION DETAIL 1" (TYP.) T 3 0 HOLE 3/B"x1LT SS PWR HEX BOLT TOP VIEW LIFT SLOT 3 4" " —WATERTIGHT RECEPTACLE WITH SAFETY SHROUD HUB£LL HBL 15W457 NEMA-15R OR APPROVED 4'� EQUAL. 4'X4' LEVEL GRAVEL 84SE e MICROPAD c N PLACEMENT G s WEATHERPROOF WATERTIGHT - 4' 12" MAX. 3"SECONDARY ENCLOSURE WITH WATERTIGHT ° CONNECTIONS TO CONDUIT AND CONDUITRECEPTACLE CORD. SIZE PER NEC e " REQUIREMENTS. 15" 0 a 2" PRIMARY 20"—�{ CONDUIT EQUIPMENT 2" SECONDARY CONDUIT GROUNDING (SEE ILLUMINATION PLANS) MICROPAD GRAVEL BASE CONDUIT t CONDUCTOR CONFIGURATION DETAIL (TOP VIEW) j 2" PVC CONDUIT 2 PVC CONDUIT (AS SHOWN IN ELECTRICAL OUTLET PLANS) (AS SHOWN IN ELECTRICAL OUTLET PLANS !� CROSS SECTION VIEW 8" PEA t� JUNCTION BOX AND GF/ RECEPTACLE DETAIL GRAVEL PAD (NTS) a� CONSTRUCTION DOCUMENTS PROF f� Ramwn.and Addenaom. SHEET ZPROJNO NGINEERING DVISION CITY OF TIGARD Description D� UBLIC WORKS DEPARTMENT JLE� 720 SW Washington St,Suite 500 ® Portland,Oregon 97205 125AW. GON972 MAIN STREET PHASE 2 IMPROVEMENTS m .•" c ' www.dksessociates.com �LED 503-639-4177 5 'Pi ar'o F? W. 503-624-0752 4h K. co? w»:rrcnRO-oR.cov la ONE HCH(REF) ELECTRICAL OUTLET DETAILS cxmwcs.oa.at aw+ DESIGN:CAL DRAWN:KCD CHECK: BKC 17 BID ON: LEGEND INSTALL NEW POLE NO.(N)PGE APPROVED GENERAL NOTES OSTREET LIGHTING TABLE N PEDESTRIAN-SCALE BLACK FLUTED ALUMINUM STREET LIGHT POLE WITH DECORATIVE COVER ON NEW 1. ALL PROPOSED ROADWAY LIGHTING EQUIPMENT,WIRES,JUNCTION PRECAST FOUNDATION(UNLESS OTHERWISE NOTED). BOXES,AND CONDUITS SHALL BE INSTALLED AND INSPECTED PER PGE STREET LIGHT SHALL BE A POST-TOP ACORN STYLE REQUIREMENTS. LUMINAIRE LUMINAIRE,CONNECTED TO 240 VOLT POWER SOURCE. MOUNTING WATTAGE,LIGHT DISTRIBUTION,STATION,OFFSET AND 2. FOR EACH ROADWAY LIGHT,THE CONTRACTOR SHALL RUN WIRE(SIZE POLE NO. STATION OFFSET'(FT) MOUNTING HEIGHT SHALL BE AS SHOWN ON'STREET AND NUMBER AS SHOWN ON THIS PLAN SHEET)FROM THE LUMINAIRE HEIGHT (FT) PART NUMBER WATTAGE TYPE LIGHTING TABLE'ON THIS SHEET. TO THE ADJACENT JUNCTION BOX. A MINIMUM OF 6 FEET OF WIRE SHALL BE COILED WITHIN THE JUNCTION BOX FOR SERVICE 1 10+57.5 49.8'L 17 K137-P4NG-111-60(SSL)-7030-120:277-K26-3K 60W III EX MAINTAIN AND PROTECT EXISTING ORNAMENTAL CONNECTION BY PGE.COORDINATE POWER SERVICE CONNECTION pp STREET LIGHT POLE. WITH PGE.CONTACT PGE POWER SERVICE COORDINATOR PRIOR TO 2 11+02.5 31.7'L 17 K137-P4NG-111-60(SSL)-7030-120:277-K26-3K SOW III CONSTRUCTION AT PHONE NUMBER 503-326-6700.REFERENCE WORK 3 11+66.4 23.0'R 17 K137-P4NG-111-60 SSL-7030-120:277-K26-3K 50W III ORDER#M2997863. ( ) JB INSTALL I7-X30'X18-(MIN.DIMENSION)PGE APPROVED 4 12+26.4 14.5'L 17 K137-P4NG-111-60(SSL)-7030-120:277-K26-3K 50W III GE PRECAST CONCRETE JUNCTION BOX. 3. FOR ALL ROADWAY LIGHTING JUNCTION BOXES,A MINIMUM OF 1 FOOT IS REQUIRED BETWEEN THE TOP OF THE CONDUIT AND THE JUNCTION BOX 5 12+69.9 18.5'R 17 K 13 7-P4N G-111-60(SSL)-7030-120:277-K26-3K 60W III LID. 6 13+26.0 36.0'R 17 K 13 7-P4N G-111-60(SSL)-7030-120:27 7-K26-3K 60W III RX REMOVE EXISTING PGE HAT SERIES STREET LIGHT HPL POLE.REMOVE EXISTING FOUNDATION PER THE 4. LIGHTING JUNCTION BOXES TO BE LOCATED A MINIMUM OF 6 FEET FROM 7 13+50.8 29.8'L 17 K137-P4N G-111-60(SSL)-7030-120:27 7-K26-3 K 50W III STANDARD SPECIFICATIONS UNLESS OTHERWISE CENTER OF POLE TO CENTER OF JUNCTION BOX. -- NOTED. 8 14+16.4 14.7'R 17 K 13 7-P4N G-111-60(SSL)-7030-120:27 7-K26-3K 60W III 5, LIGHTING CONDUITS$HALL BE INSTALLED IN JOINT UTILITY TRENCH U REMOVE EXISTING LUMINAIRE AND LUMINAIRE ARM. WHERE AVAILABLE. 9 14+84.9 14.9'R 17 K137-P4NG-111-60(55-6)-7030-120:277-K26-3K 40W 111 10 15+11.2 1 16.3'L 17 K137-P4NG-111-60(SSL)-7030-120:277-K26-3K 40W III 6. SEE GENERAL CONSTRUCTION PLANS FOR LOCATION OF EXISTING AND B I INSTALL(S)INCH ELECTRICAL CONDUIT. PROPOSED UTILITIES. 11 15+96.3 17.0'L 17 K137-P4NG-111-60(SSL)-7030-120:277-K26-3K 60W 111 12 16+97.9 26.5'R 17 K137-P4NG-111-60(SSL)-7030-120:277-K26-3K 6OW III ® INSTALL POLY PULL TAPE(1200LBMINIMUM BREAK 13 17+21.5 27,0'L 17 K137-P4NG-111-60(SSL)-7030-120:277-K26-3K 60W III STRENGTH,NON-CONDUCTIVE). 14 17+85.7 23.7'R 17 K137-P4NG-111-60(SSL)-7030-120:277-K26-3K 60W III FN_7_�j INSTALL(N=NUMBER)(G=AWG WIRE SIZE)XHHW 15 18+07.9 25.0'L 17 K137-P4NG-111-60(SSL)-7030-120:277-K26-3K 60W III WIRE, 16 18+33.8 58.8'R 17 K137-P411G-111-60(SSL)-7030-120:277-K26-3K 60W III OPOWER SOURCE(SEE SHEET E-02) 'Offset measured from center of pole to roadway alignment line PRR EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS. UP RI EXISTING UTILITY POLE TO BE REINSTALLED BY Up OTHERS. Light Levels Summary Roadway/Intersection Roadway/Intersection Targeted Average Achieved Average Targeted Uniformity Achieved Uniformity Classification Illuminance(fc) Illuminance(fc) (Avg/Min) (Avg/Min) INTERSECTION Main Street and Commercial Street(north side) Collector/Local 1.6 1 1.7 4.0 1 3.4 Main Street and Commercial Street(south side) Collector/Collector 1.8 2.0 4.0 3.3 Main Street and Scoffins Street Collector/Collector 1.8 1.8 4.0 3.5 ROADWAY Main Street-Commercial St(north)to Commercial St(south) Collector 0.9 1.5 4.0 2.9 Man Street-Commercial St(south)to Scoffins Street Collector 0.9 1.5 4.0 3.6 PEDESTRIAN CROSSINGS Main Street-Commercial St(north)to Commercial St(south) Arterial 1 2.0 2.4 4.0 1.4 e ) �t 3-p I� 8� e� PRO! CONSTRUCTION DOCUMENTS eE4 Revisions and Addsndums ENGINEERING DVI$ION SHEET y q Description Date No. 8 PUBLIC WORKS DEPARTMENT CITY OF TIGARD IL-01 f a®NLr9wrdCfa",K',.« 720 SW Washington St,Suite 500 a s„ moa« Portland,Oregon 97205 �: �„ D,SNH72 MAIN STREET PHASE 2 IMPROVEMENTS 6DF m 'c� .' a W .dksassociates.00m wlce 503-639-4171 Q'4M#r,Coy�`? FbWN rMRD 60R.GOV 2 94 e ONE INCH(REF) ILLUMINATION LEGEND AND TABLES FILE HO '• ' DESIGN:CAL DRAWN:KCD CHECK: BKC PROD.NO: 97017 1 BID ON: CONSTRUCTION NOTES Nf OCONTACT PGE SERVICE COORDINATOR PRIOR TO CONSTRUCTION AT PHONE O NUMBER 503-3236700.REFERENCE WORK ORDER NUMBER#M2997863. ; 1 1 2 R 2 PL let + I- RAV1 N � Jg o I JB J9 p 4 R/W 7 CQJ O I- __ — _ _ O JB PL 2 LIJ 14 m e+50 9+00 10+ --�— 12+00 o a+00 SW MAIN ST 00 (n LLJ LU r 5 Z 2 JB \ E u Lu v Lu m � f y ooa qlom R1w o00 0O EX - JB . :R/W .. 1 8 1 2 PL n PL 2 r 3 1 PL 2 W 1 N ti PL 2 PL 2 PL 2 PL 2 JB 71 : dT 10 � JB RIW 13 E 1 0 0 0000000 / JB JB _ 1 16+00 SW MAIN ST 17W0 18.00 15 c 18+80 LU Lu Z Lu I 14 Lu9 + ) " + 1 LV _ 12 \ JB 1 3 JB M JB RAN E * 1 WEY 'Y R n PL 2 IX 2 PL 2 U U U O } T 16 1 2 g PL 2 y 8H ! PL 2 -i 8E 0�. �Et ME SCALE 1•-2P a Nwf':6'�' CONSTRUCTION DOCUMENTS Revisions and Addenclums SHEET ENGINEERING DVISION D• ri tan Date No. e PUBLIC WORKS DEPARTMENT CITY OF TIGARD IL-02 720 SW Washington St,Suite 500 � 13125 S.W. 19. 61 -..w Portland,Oregon 97205 ■: nWo, OREGON 97223 w 80MAIN STREET PHASE 2 IMPROVEMENTS OF W ,dksassociales.wnn VOICE:503-6J9-4171 F _ 7N K.COPa a KARD-ORGOV 94 �[ FILE NO ONE INCH(REF) � � DESIGN:CAL DRAWN:KCD CHECK: BKC 1 17 BID ON: ILLUMINATION PLAN LUMIN41RE FIXTURE YARMOUTH K137 (NO GLOBE) ACORN LUMINAIRE TYPE 111 DISTRIBUTION, 3000K BANNER ARM. BANNER ARM. 24"LG. EXTRUDED ALUMINUM 24'LG EXTRUDED ALUMINUM TUBING W/CAST ALUMINUM TUBING W/CAST ALUMINUM BALL CAP & 5'CLAMP-ON COLLAR BALL CAP& 5"CLAMP-ON COLLAR T!£DOWN BRACKET.' CAST ALUM/NUM W/ City of City of 5"CLAMP-ON COLLAR Tigard l g 84NN£R Tgard BANNER (SUPPLIED BY OTHERS) (SUPPLIED BY OTHERS) O I �n TIE DOWN BRACKET' CAST ALUMINUM W/ 5"CLAMP-ON COLLAR FLOWER POT BRACKET EXTRUDED ALUMINUM TIE DOWN BRACKETWELD .' h COLLAR TO 5"CLAMP CAST ALUMINUM W/ TfE DOWN BRACKET: CAST ALUMINUM W/ 5"CLAMP-ON COLLAR 5"CLAMP-ON COLLAR NOTE: BANNER ARMS TO BE INSTALLED ON EVERY OTHER POLE: ^' POLE NO. 2 POLE NO. 4 POLE NO. 7 POLE NO. B �j POLE NO. 10 Top Bolt Circle ^ POLE NO. 12 POLE NO. 14 13 HOOP POLE HADCO P-2065-16-A 16 x 3'-9"LG. 0 5'ROUND 57RAIGHT (4 PLACES) FLAT FLUTED ALUMINUM W/3'O.D. TENON, 20.00 DIA. b 0.188's 0.267"WALL THICKNESS I p O I ANCHOR BOLT MATERIAL GRADE.' - o A307 GALVANIZED STEEL 1'DLA. x 36'BOLT O 11'BOLT CIRC 31� BASE CAST ALUMINUM g W/ACCESS COVER N ILLUMINATION JUNCTION BOX J, H00 ® 3"O.0 O � BASE DETAIL: 16 (6 PLACES) I N REFERENCE DETAIL o h ,/701000735 16.00' M (6 x 3'-9'LO I II I (4 PLACES) Roadway _________$r�==== {_ 1'CONDUIT WITH ILLUMINATION W/R/NO FROM JUNCTION BOX TO 18.00" I LUMINAIRE POLE I I I"CONDUIT WITH I I I I ILS/NATION WIRING 1 I I PRECAST F00I7NG (TYPICAL. I /CAL PRECAST FOOTING: I I SEE DETAIL THIS SHE I I 2"CONDUIT WITH 9 UTILITY VAULT 20R-LB-5-PGE I PRECAST FOOT/NG (7YPM4G. I PULL LINE TO NEXT 3 Precast Footing Detail SEE DETAIL THIS SHEET) JUNCT/ON BOX ikI I I (TYPICAL) (Not to Scale) �a L---- --J L------ 2"CONDUIT aF Light Pole Detail PULL LINE 70 NEXT e� SiCe View Not to Scale Front View JUNCTION BOX ce4 " SPECL4L FOOTING MAY BE REQUIRED AS NOTED Eg@� ON THE PLANS AND "STREET LCH77MG TABLE.' pi, NrfCONSTRUCTION DOCUMENTS "" / Revlslons end Add"ums -- SHEET ENGINEERING DVISION CITY OF TIGARD n Ducripdon Deft No. PUBLIC WORKS DEPARTMENT IL-03 720 SW Washington St,Suite 500 ""tltl � [Elm Portland,Oregon 97205 13115Aw. LLLLaLYO. MAIN STREET PHASE 2 IMPROVEMENTS 62WARD. IJ-09 4177 OF www.dksassociates.com 1".- 503-639-752 FAx: 507-624-0152 94 F 4h X.COpt� a 0 nGARD-OR.GOV FILE NO 8€ MEIN (REF) DESIGN:CAL DRAWN:KCD CHECK: BKC PROJ.NO 97077 BID ON: ILLUMINATION DETAILS SIGNING LEGEND STRIPING LEGEND OINSTALL NEW SIGN(N). ND INST.NARROW DOUBLE NO-PASS ININSTALL NEW SIGN(N)ON NEW SUPPORT(M). O INST.LEFT TURN ARROW(WHITE) STANDARD DRAWINGS FOR STRIPING M ■ TM500 PAVEMENT MARKING STANDARD DETAIL BLOCKS O INST.RIGHT TURN ARROW(WHITE) ■ TM501 PAVEMENT MARKING STANDARD DETAIL BLOCKS O MAINTAIN AND PROTECT EXISTING SIGN(N)AND SUPPORT. ■ TM502 PAVEMENT MARKING STANDARD DETAIL BLOCKS ■ TM503 PAVEMENT MARKING STANDARD DETAIL BLOCKS RR R4ST.RAR.ROAD CROSSING MARKING(WHITE) ■ TM505 RAIL CROSSING PAVEMENT MARKINGS RSN REMOVE AND SAVE EXISTING SIGN(N). ❑ TM515 PAVEMENT MARKERS OM IST.ST STANDARD CROSSWALK ❑ TM516 RAISED PAVEMENT MARKERS:FREEWAY MEDIAN CROSSOVER ❑ TM517 RECESSED PAVEMENT MARKERS eM REMOVE AND SAVE EXISTING SIGN(N)AND REMOVE(M)SIGN O ElTM520 DURABLE PAVEMENT MARKINGS METHOD'A'PROFILED SUPPORT. S MST.T STOP BAR(WHITE) ■ TM621 DURABLE PAVEMENT MARKINGS METHOD'S'EXTRUDED&METHOD T'SPRAY ❑ TM522 DURABLE PAVEMENT MARKINGS METHOD'C'PROTECTED INLAID ❑ TM523 DURABLE PAVEMENT MARKINGS METHOD'D'PROFILE WET WEATHER RIN REINSTALL EXISTING SIGN(N). OW MST.4'WRITE LME ❑ TM524 DURABLE PAVEMENT MARKINGS METHOD'E'NON-PROFILE WET WEATHER ❑ TM525 HIGH PERFORMANCE MARKINGS MODIFIED URETHANE PROTECTED INLAID RIN SLM INST,SHARED LANE MARKING(WHITE) ■ TM530 INTERSECTION PAVEMENT MARKINGS(CROSSWALK,STOP BAR,&BIKE LANE STENCIL) REINSTALL EXISTING SIGN(N)ON NEW(M)SIGN SUPPORT. ■ TM531 TURN ARROW MARKING DETAILS M ❑ TM539 TRAVERSABLE MEDIAN DETAILS W-j INST.M WHITE LINE ❑ TM547 FREEWAY ENTRANCE RAMP PAVEMENT MARKINGS REMOVE EXISTING SIGN. ❑ TM551 FREEWAY EXIT RAMP PAVEMENT MARKINGS RXN ■ TM%0 ALIGNMENT LAYOUT:GENERAL OINST.ON-STREET PARKING MARKINGS(WHITE) ■ TM561 ALIGNMENT LAYOUT:LEFT TURN LANE,CENTERLINE&MEDIANS REMOVE EXISTING SIGN(N)AND(M)SIGN SUPPORT. HG DISABLED PARKING LEGEND(WHITE) N=SIGN NUMBER NPL NO PARKING HATCH LINES(WHITE) M=MATERIAL OPTIONS: SSC=STAINLESS STEEL CLAMP ST=PERFORATED STEEL SQUARE TUBE GENERAL NOTES: STP=PERFORATED STEEL SQUARE TUBE WITH SURFACE-MOUNT PLATE 1. ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE LP=STREET LIGHT POLE METHOD'S'METHYL METHACRYLATE,NON-PROFILE,120 MILS,EXCEPT AS NOTED. 2. ALL ARROWS AND ON-STREET PARKING MARKINGS SHALL BE TYPE'B'PREFORMED,FUSED,METHYL METHACRYLATE FILM PAVEMENT MARKING MATERIAL.ALL OTHER PAVEMENT BARS SHALL BE TYPE'B-HS'PREFORMED,FUSED,METHYL METHACRYLATE FILM HIGH SKID PAVEMENT MARKING MATERIAL. 3. THE LOCATIONS OF SIGN INSTALLATIONS SHOWN ARE APPROXIMATE WITH EXACT LOCATIONS TO BE DETERMINED IN THE FIELD. 4. EXISTING SIGNS NOT SHOWN ARE TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. $H ,I t et 4 I R� e ,��QEO PROf£ff CONSTRUCTION DOCUMENTS �S 4No, ey Revisions and Addendums MPROJNO NGINEERING DVISION SHEET Description Date No. 8 UBLIC WORKS DEPARTMENT CITY OF TIGARD ss-o7 720 SW Washington SI,Suite 500 rz3S.W.R n�ecva. 6J Portland,Oregon 97205 c4lro, OR£WN 9722) MAIN STREET PHASE 2 IMPROVEMENTS DF eq ,,�r °�,.°'ro www.dksassociates.com E J-621-0752 94 K.cotR'� -�' FILE NO ONE INp T") SIGNING AND STRIPING LEGEND DESIGN:CAL DRAWN:KCD CHECK: BKC 17 1 BID ON: EX36 O LJC9 ; 3 ST 10 EX91 39 2B ST "A 29 RX1 RX12 40 ST S ST 34 EX6 ST 28 N S7 RX18 ST 1 RX6 RX3 3 1 41 42 1 ST 10 ST RX4 ST L1 F_)(2 \ 1 ST STP ST RX13 13 ST STP ST STP ST RX10 6 2 \ ST ST RA \ 6 5 RX 1 1 ND WD TYP• EX5 EX7 EXB ND RX6 i1 \ ST RX 5 ST ST STP HE SLM y _ STP ST . RH.AR >X 4 1 37 ND STP RX17 CW as° y y ST 38 EX30 ® tt d'1Q Lu w x 8+50 + 10+ 11+00 SW MAIN ST 12+00 0 13+00 14- w w ' ' NPL 19 h RX9 8 ST ND STP cW 0 28 4s• o Q Liel F N RX1ZS RX2 STEX6 S ST SLM 14to RX17 19 19 P LP p Sc I 2 ST 1 1 0 { 1 1 1 RXS 2 ST RR 2 RX3 3 li ST RX16 S7P STP RX2D ST 8 10 3 ST RX10 74 13 ST I m I 32 ST ST S7 A 'Ij I 15 28 ST EX30 93 I 0T I ST RX73 ST I r- oil II I pg 3 ST i RA W TYP. ND W-2 LA 'Y ! CONSTRUCTION NOTE Kt 0 20' 40' �� O7 BUS STOP SIGN TO BE REMOVED BY OTHERS. K �\��QR PRO%- DRevisions escription MAddandums Date No.By— ENGINEERING DVISION CONSTRUCTION DOCUMENTS ` PUBLIC WORKS DEPARTMENT CITY OF TIGARD SS-02 i 041dly sl �6"�f.., 720 SW Washington Sl,Suite 500 r3rz5 SW Nuc a.M. 64 Portland,Oregon 97205 MAIN STREET PHASE 2 IMPROVEMENTS T/GSRD, OREGON 9]12J OF WWw.dksassociates.com MICE:5o-cu-4171 I✓ mA/4A'kCOQ�`!rC FAX: 503-624-0752 94 wNA'.7/GIRO-OR.GOV FILE NO le ONEINCH(REF) SIGNING AND STRIPING PLAN 0FG1''0" DESIGN:CAL DRAWN:KCD CHECK: 13KC __ _ PROJ.NO: 97017 BID ON: 1 741D 19 STP ST 31 ST 24 31 ND SLM SP ND W Np'STP Lp W TVP. STP ST STLA 3 ST ST J RX24 STP W-2 RIW� SLM 4 �� 45• U) $ r 28 «o0 1 +0 SW MAIN ST <,2> 16+00 17+00 16+00 18+80 LU 2 40 ST HC TYP. W 1 CW 0cw �' 45° NPL 45' RX25 - 45' r T - 77 Q r 28 I 281 �4 26 TYP. W W 19 I Sc Typ, STP RX24 RX16 ST I 1 OO ND \ 1 1 STP 19 SLM S1 RX27 LP ST 1g SLM STP RX23 ST I RX8 33 ST ST 33 STP 19 I STP ST 24 28 15 ST ST I I 31 I g I 15 1 31 24 ST I P 1 I 1 31 STP I 1 1 ) STP STP 1 1 RX24 N STP I I N t7 T 1 I STP ND y I y -1 I I ( 1 I 5� CONSTRUCTION NOTES I IIT_ S O BUS STOP SIGN TO BE REMOVED BY OTHERS. I MATCH EXISTING STRIPING t I tt O BUS STOP SIGN TO BE INSTALLED BY OTHERS. I d m W i1 I SCALE 1'=W CONSTRUCTION DOCUMENTS j Ifo PR�f iQ� Revisions and Addendums MPROJNO NGINEERING DVISION `1 Desai lion Data No. B UBLIC WORKS DEPARTMENT CITY OF TIGARD SS SHEET 720 SW Washington St,Suite 500 65 9 y=-�•, - I25 Sw. h� aw. MAIN STREET PHASE 2 IMPROVEMENTS Portland.Oregon 97205 AW, OREGON 97223 OF associates.com CC SOJ-619-+1]t 94 X: WJ-62+-0752 cot1'� ICE. 00-63 -47ONEINCH(REF) DESIGN:CAL DRAWN:KCD CHECK: BKC 17 BIDON: SIGNING AND STRIPING PLAN DO NOT NO '2W STOP ; ' PARKING 8:00 AM R ON EARK;IN PARKINGTO 6:00 PMTRACKS < > 1ANYTIMEMON FRI"It AHEAD L____ J L______J W10-1 R8-8 W11-2 SIGN NO. R4-7 R3-4 R7-108 W16-9P R3-5 SIGN NO. 1 SIGN NO.2 SIGN NO.3 SIGN NO.5 SIGN NO.6 SIGN NO.7 SIGN NO.8 SIGN NO.9 SIGN NO. 10 SIGN NO. 11 1 NO 2 HR 1 NQ PARKNG I 2 HR i NQ PARpNG i 2M I I PA NG PAPo�IG I 1 PARKING 1 PARKING 6:60 AM STOP 8:00 AM 1 B:OOAM I BUS I BUS I 1 1 T06:OOPM r---------� r 1 $TOP TO 6.00 PM 1 STOP I TO6:OOPM 1 I I MON-FRI I I MWARI I MON FRI 1 ; TIME sw MAINsr sw COMMERCIAL sr ; ; f— t--► —► ; L___________ L------J W16-7PL R7-108 R1-1 R7-108 R7-108 SIGN NO.12 SIGN NO.13 SIGN NO. 14 SIGN NO.15 SIGN NO.16 SIGN NO.17 SIGN NO.18 SIGN NO.19 SIGN NO.20 SIGN NO.21 r----------� r-------- RIGHT LANE SPEED NO LIMIT PARKING MUST FOR r-3-0 �, I j j 20VEHICLES TURN RIGHT ; ; EXCEPT BUS ALL WAY sw SCOFFINS sr 1 ovER 4 3' SIN Main St 61C a 3D Sw Commercial St 66_C f ' I I �-----------� 6'IN HEIGHT 1 I 1 1 V �Q 1 L_______—__J �____________� L—______J L_ J RI-3P R2-1 R15-1 SIGN NO.22 SIGN NO.23 SIGN NO.24 SIGN NO.25 SIGN NO.26 SIGN NO.27 SIGN NO.28 SIGN NO.29 SIGN NO.30 r DO NO d r-----------� NO CAUTION ; DO NOT ; ; THROUGH ��" "'° *r. ,�.�„� RESERVED 3c e'c NTE ♦F oone+,41 PARKING — sw Scoinins st _ ENTER TRAFFIC '°w`°"""' Try' ~"°'°"""°'n" I C1-1 R5-1 R7-8 SIGN NO.31 SIGN NO.32 SIGN NO.33 SIGN NO.34 SIGN NO.35 SIGN NO.36 SIGN NO.37 SIGN NO.38 SIGN NO.39 ACC KE 1 } VAN NO ACCESSIBLE PARKING eF R7-8A OR7-9 OR7-9A ij SIGN NO.40 SIGN NO.41 SIGN NO.42 +� r I SIGNS WITH DASHED BORDER ARE 1 y I EXISTING SIGNS. I �PQ�sff/ DReAmons escription Date Addentlums Date No. _2y ENGINEERING DVISION _J CONSTRUCTION DOCUMEN ES 720 SW Washington St,Suite 500 PUBLIC WORKS DEPARTMENT CITY OF TIGARD SS-04 ° "�' 1edw^• °^@ rar25 s.n. roue er.VD. 66 Portland,Oregon 97205 MPROJNO ncwo o GON 97223 MAIN STREET PHASE 2 IMPROVEMENTS �o io wwwAksassociates.00m OF /4COP '' FRtlwr>c�wo-orrwv294 ONEINCH(REF) SIGNING DETAILS FILE NO DESIGN:CAL DRAWN:KCD CHECK: BKC 7on BID ON: MGH S104 TK7N SIGN IvPFft ummrdrr _ _..-__-.- N0. L dMEN510P15 57097E xucluurn LEGEND SECONDMIYSIGN LOCATIOM1/ MBE.DEFTH (FM200-TM201,T71635) lEl81D �' mfin4IMOR SRE LEPIGIH < SI „ D � MOTH "EIGHT O B m .T� bbg g1q gg 1"�' FRIfyy.. Ipo Feg' C,E E x g E E 5tF E SE E iE €s me 11 o Z " u d c 1 11-17.5 IT 36- 36' I✓I Y !BKI✓ 1 ✓ 2-1/2'x2-112'-12 IT 4' 2' 3/EDGEOFASPHALT. 1 6+72 IT 36' 36' ✓ Y 'BK ✓I 1 ✓ 2-112'12-112'-1093 15' 3.5' I' 3/FACE OF CURB. 2 10.41 SIT 24- 32' ✓ SIM �'.BK ✓ 2 ✓ 2'x2'-12 12' 2.5' Z' 3/FACEOFCURB. 2 /0+45.5 IT 24' 32' ✓ SW BK ✓ Z ✓ 2-x2--12OR 12' 3' 2' 3/FACE OF CURB. i 4.72 RT 34' lY I SW BK ✓ 2 3/MOUNT WITH SIGN 1 S 10+82 AT 30- 30- ✓ Y BK ✓ 3 ✓ 2-112'.2-1 W-1201 1I.S' 3.5' 2' 3/FACE OF CURB 3 11+73.SRT 30- 30' ✓ V BK ✓ 3 ✓ 2-112'x2-I 2'-12 13.5' 3.S' 2' 3/FACEOFCURB 3 12+69LT 30- 30- ✓ IF BR ✓ 3 ✓ ]-1/2'x2-IR'-12 173' 3,5' 2' 3/FACE Oi CURL 3 13e63.SRT 90' 30' ✓ V SK ✓ 3 ✓ 1-1{t'x i-U2'-IZ 13.5' 3.5' 2' 3/FACEMMU _ 3 13193 LT 30' 30• ✓ Y BK ✓ 3 ✓ 2-112'x 2-1/2'-12 13.5' 3.5' 2' 3/FACE OF[URB 3 16+29 LT 30' 30- ✓ Y BK ✓ 3 ✓ 2-112'x2-1/2'-1293 U.5' 3.5' 2' 3/FACE OF CURB _ ! 4+70 LT 30' 30' ✓ Y OR ✓ ! ✓ 2'x2'-12 12.5' B.5' 2' 31FACEMMM - 5 1H09 LT 24' 30- ✓ BM1 'BK ✓ 5 ✓ 2'a 2'-12w 12' SEE REMMKS 2' 3/CENTERED IN MEDIAN 6 10+39 LT 24' 24' ✓ 111 R BK ✓ 6 ✓ 2".2'-12w 11' SEE REMARKS 2' 3Kp1TERm IN MEDIAN 6 11+09 IT 24- 24- ✓ SW R 9K ✓ 6 3/MOUNT ON BACKOF SIGN i O+K RT 6COFfNH6 ST) II' U' ✓ 1AY O ✓ B ✓ 213"-12w 11' 2' 2 3,FMEOFCURB B 10+65.5 RT lY IY ✓ 3W G ✓ B ✓ - - 2-x2'- -- -2-I - _ _ ltw II' 2' 2' 3:FAfE OF NRB i 11.34 IT 12' 1P ✓ w G ✓ e ✓ -- 2'x 212w 11' 2' 2' 3-FACEOFCORB --_ 9 10+41.5 0.T 30' 30' ✓ Y 9K ✓ 9 13(MOUNT ON BACK Of SIGN 2 10 10+62 IT 24- 12' ✓ Y !K ✓ i 10 _ IZOUNT WITH SIGN 3 10 I3+6L5 IT ZP 12' ✓ Y BK ✓ 10 3/MOUNT WITH SIGN 10 13+931T 24- 12' ✓ Y BK ✓ EO 3/MODN7 WITH MGN3 10 16a 29 IT 24' 12' ✓ Y BK ✓ 10 3/MOUNT WRH SIGN3 11 10.79.SLT 30' 36' ✓ 6W SK ✓ I1 ✓ 2-1{2'x2-112'-129, 12' 2' 2. 3/FACEOFCURL 11 17450 LT 30' 36, ✓ 9N BR ✓ 11 ✓ 2-112'x2-112'-12w IT 15.5 2' 3/FACEOFCURL 12 Ir33 LT(XOFflNS 57) 30' 3P ✓ SW R ✓ 11 ✓ _ 2172x2-1;2'-12w tY 25 2' 3/FACE OF CUR0. 13 I1.73.SRT 24' /2' ✓ Y Bx ✓ 13 311g1RR WffN 51G/3 13 12+691T 24• lY ✓ Y BK ✓ 13 3MOUN IRTHSHRl3 14 1.54 IT(XOFFNS ST) 12' iN' ✓ SW G ✓ 14 ✓ 2'x2'-12, 11' 2' V 3/FACEOFCURB _- ..--._ 14 _ II r110.T _ 12' 1� I SW G � ✓ 1t ✓ 2'x i'-12w 11' 2' 2' 3/FACE OF CURB 14 __. I1.66 0.T 1I' li• ✓ SRP G__ ✓ - 1/ ✓ -_.. _ _ -_... _ SEE REMAAK6 3/HOUIIT ON LIGHT POLE 1S 0+66.5 LT(E COMMERCIAL ST) 30' 30- ✓ R 1W I 15 ✓ 2-112'x2-112'-12, 14' B.S. 2' 3/FACEOFCURL 15 0+51.5 LTDCOFPNSST) 30' 30' ✓ R SW ✓ 15 ✓ 2-1 W. 15' 3.5' 2' 31FACFOFCURB 15 0+5i.SRT(WCOMMERCILLST) 30' 32 ✓ R SW ✓ 15 ✓ 2-112'x2-112'-129a 14' 3.5' 2' 3IFACEMCURB. 15 15+63 IT 30- 30' ✓ R SW ✓ 15 3IMOUM ON BACK OF MGN 33 15 17+67.5 RT 30' 30' ✓ 0. SW ✓ IS ✓ 2'x2'-12, 13' 4' 2' 3/FACE OF CURL /5 11+S0.S LT 10' 30' ✓ R SW ✓ 15 ✓ 2'x2'-12 13' 3.5' 2' 31FACEOFCURB. 19 13+14.5 LT 12- 16' ✓ SW 0 ✓ 19 ✓ 7x2 -12 11' Z' 2' 3/fACEOFCURB 19 I3a55.5 IT 12' IP ✓ SW G ✓ 19 ✓ 2'x2--129, 11' 2' 2' 31FACEMCUU 19 14.570.7 12• It. ✓ SW O ✓ 19 ✓ 2'x 2*-129a IF 2' 2' 3IFACEOFCURB 19 15+36.5 LT 12- IC ✓ SIR O ✓ 19 ✓ 2'x2'-12 11' 2' 2' 3/FACEDFCURB 19 16a30.51U IZ' Ii' I MY C ✓ 19 ✓ YxT-129, 11' 3' 2' 3/FACE OF CURB I9 liNl LT IS' IS ✓ SW G ✓ I! ✓ 2'x2'-12w n' 2' 2' 71FACE OF CURB 19 I7,431T 12' li' ✓ SW G ✓ /9 ✓ 2'x2'-12 11' 2' 2' 3/FACEOFNRB B BK-BLACK NOTE:LC,RME NOTE:THE LOCATIONS SHOWN ME APPROXIMATE LOCATIONSIONS DF POSTS BL-BLUE FACING THE SIGN. EXCEPT FOR SPEED ZONES,SCHOOL 20NL5,OYER 3 BR-BROWN L-LEFT POST MARKERS AND MILEPOST MARKERS.EXACT LOCATIONS 1 FY-FLUORESCENT YELLOW C-CENTER POST ARE TO BE DETERMINED BY THE ENGINEER ]� G-GREEN R-RIGHT POST O-ORANGE I P-"KE f R-REO DISTANCE FROM EDGE OF TRAVEL LANE, MINIMUM DEPTH OF FOOTING FOR TRIANGULAR RB-RED-BLUE FACE OF CURB GUARDRAIL.OR BARRIER BASE BREAKAWAY AND MULTI-POST BREAKAWAY IF SW-SILVER-WHITE TO THE CENTERLINE OF FOOTING.FOR INSTALLATIONS R FOR A 2'DWAETER FOOTING. R W WHITE ADDITIONAL INFORMATION SEE STANDARD FOR ADDITIONAL INFORMATION SEE STANDARD E Y-YELLOW DRAWINGSTM600,TM602,ANDTN63S DRAWINGSTMGOIAND TL1602- cR YC-FLOURESCENT YELLOW-GREEN R ��i0NPB0{Ff CONSTRUCTION DOCUMENTS �S t.6 xPP s� ReN6ionsendAddendums CITY OF TIGARD F„ + MPROJNO NGINEERING DVISION SHEET af DescriIon Date No. B UBLIC WORKS DEPARTMENT SS-OS DQIx9y sly„-„.,.•-,,,,,, 720 SW Washington Sl,Suite 500UB S.W. P35LL DE 67 PoUand,Oregon 97205 GARD, OREGON 97223 MAIN STREET PHASE 2 IMPROVEMENTS OF } mQ✓ w .dksassociates.com NCE.'503-639-4171 X 4 K.co?fWIK7A-,AW-ONGOV 94 fc ONE INCH(REF) SIGN AND POST DATA TABLE FILE No '' ' DESIGN:CAL DRAWN:KCD CHECK: BKC 77 BID ON: rrU�R 1 1 TYPE OF SUPPORT �CT FOOTING REMARKS SIGN SIGN LOCATION SIGN SIIB- ��° 1p, LFGEID ! SECONDARY 5KN LOCATION 3,' MIN.OEPTM (TM200-TM201,TM6351 O84ENSIONS STMTE 4 LEGEND _ NO we ' (11wim6WON SIZE LENGTH 51 t IS TogW � 5 W g W o Ig tiW WIDTH INDENT < e `0 0 `o LENGTH W S2 W e'N•r - g ggtj E G s �T �s S i 2 Z i N d ZS N G • • z e< i n i i �i y �. < < 7 7g �� It dt i it m� b� rpt 4€! E! zS u u 24 0+535 LT OCOFfWS ST) I8' 6" I R Sw ✓ 24 3/MOUNT WITH SIGNS IS,IBi 31 24 17x67.5 RT U' 6' J R SW ✓ 24 3/MOUNT WITH SIGN 15,26131 24 16+50.5 LT 16' 6' J R I SW ✓ 24 3/MOUNTWITHSIGN 15,28631 25 14+16.5 RT 30' 36' 14, SO, INK ✓ 26 I SEE REMARKS 3/MOUNT ON LIGHT POLE 26 17+33 LT 30' 36' J SW 8K ✓ 26 ✓ 2-1/2'x2-1/2'-1S 12' 35' Z' 3/FACE OF CURB 38 0+46.5 LT(f COMMERCIAL ST) _ 36' 12' ,�J, G SW ✓ _ 28 3/YOUNT YeTH SIGNS 15 429 26 0+465 U(E COMMERCIAL ST) 36' 12' I J G Sw ✓ 2B 3/MOUNT WITH SIGNS 1 S 6 29 28 0153.5 LT(SCOFFINS ST) 36' 12' ✓ G SW ✓ 21 1 3/MOUNT WITH SIGNS 15,24 6 31 28 0+53.5 LT tSCOFFINS ST) 36' 12' I G SW ✓ 28 _ 13/MOUNT WITH SIGNS 15,24 6 31 28 0+58.5 LT ON COMMERCIAL ST) 36' 12' ✓ G SIF ✓ 28 3;MOUNT WITH SIGNS 15 6 29 28 0+58.5 LT(w COYMEOCm ST) 36' 12' ✓ G ! SW ✓ 28 31MOUNT WITH SIGNS 15 6 29 28 17+67.5 RT 36' 12' J G STP ✓ 2t 3/MOUNT WITH SIGNS 15,24 6 31 2B 17+67.5 NET Y' III J G SW ✓ 21 3/MOUNT WITH SIGNS 15,24631 20 16+50.5 LT 36' 12' J G Sw ✓ A 3/MOUNT WITH SIGNS 15.24 6 31 28 16.505 LT 36' 12' J G SW ✓ 26 3/MOUNT WITH SIGNS 15.24611 29 0+46.5 LT(E GDMMERGVLL ST) 60' 12' J G Sw ✓ 29 31MOUNT WITH SIGNS 15 1 28 29 0-46.S LT IS COMMERCIAL.ST) 60' 12' J G Sw ✓ 29 3/MOUNT WITH SIGNS I S 6 28 29 0+56.5 LT DY COMMERCIAL ST) W. 12' J G SW J 29 3/MOUNT WITH SIGNS I S 11128 29 0+36S LT AP COMMERCIAL ST) so, 12' I G Sw ✓ 29 3/MOUNT WITH SIGNS 15628 31 0+S3.SLTtSCOFfWSST) 46' 12' ✓ G SW '✓ 31 - _ _ ' '3JMOUNT WITM SIGN515,N626 31 0+53.5LTISCOFFINSST) 48' 12' ✓ G SW ✓ 31 3/MOUNT WITH SIGNS 15,21•28 31 17+67.5 RT 48' _ 12'_ ✓ G Sw / 31 3/MOUNT WITH SN:NS I5,21 i 2B _ 31 17+67.5 RT 48' 1 T ✓ G SW ✓ 31 3/MOUNT WITH SIGNS 15.24 6 28 31 U+50.5 LT 48' 12' ✓ O SW ✓ 31 3/MOUNT NTH SIGNS 15,24 6 26 31 16+50.5 LT 48' 12' ✓ C Sw ✓ 31 3lMOUNT WITH SIGNS I S.24 i 28 32 13+94.5 RT 30' 30' ✓ Y BK I✓ 32 ✓ 2'x T-12 12.5' 3' 2' 3/OFF BACK OF SIDEWALK 33 15+52RT 30' 30' ✓ SW R/SW ✓ 33 ✓ 2'x Y-129. 12' Z' 2' 3/OFF BACK OF SIDEWALK 33 15+83 RT 30' 30' ✓ SW RISW ✓ 33 I 2-1/2"x 2-1/2'-Iow 15' 2' 1 2' 3/OFF BACK OF SIDEWALK 33 17+43 LT 30' 30" J SW R/SWI ✓ 33 ✓ 2'x2'-129. 1T' 6.5' 2' 3/FACEE OF CURB 33 17+62 LT 30' 30' ✓ SW 'R/SW J 32 J 2,K2,-12w 12' 2' 2' 3/FACE OF CURB -� 34 9.181T 24' 30' ✓ G SW ✓ 34 J 2'.2'-129. 12' SEE REMARKS T 4/EDGE OF WALKING PATH i 37 9+1 B LT 24' 30' ✓ G SIR ✓ 3T ✓ 2,x2,-129. 12' SEE REMARKS 2' 4/EDGE OF WALKING PATH 36 9+18 LT 24' 30' -- ✓ C SW ISI 38 +- 4/MOUNT ON BACK OF SIGN 37 39 12-90.5 LT 12' Is' ✓ SW BIG ✓ 39 ✓ 2'x 2'-129. I1' 2' 2' 3IFACE OF CURB _-- 39 16+51 LT 12' 19' ✓ SW BIG ✓ 39 2'x 2'-12 a 11' 2' 2' 3 RACE OF CURB 40 12+90.5 LT 12' 6' ✓ SW GJ 40 4/MOUNT WITH SIGN 39 40 16+51 LT 12' 6' ✓ SWIG ✓ 40 41 MOUNT WITH SIGN 39 41 12+%LT 12' 18" J SW41 ✓ 2'x2'-12 IV 2' 2' 3 FACE OF CURB 41 16+56 LT 12' 18' ✓ SW41 ✓ 2'x2'-129. Il' 2' 2' 3FACE OF CURB - - _ 7 -42 12+96 LT 12' 6. ✓ SW424 MOUNTWI-H5161.41 42 16+SB LT 12' V J SIN J 42 - 4;MOUNT WI-H SIGN 4) 11 2; 41 BK-BUCK NOTE:LF.R ARE NOTE:THE LOCATIONS SHOWN ARE APPROXIMATE LOCATIONS OF POSTS BL-BLUE FACING THE SIGN. EXCEPT FOR SPEED ZONES.SCHOOL ZONES.OBJECT 3 BR-BROWN L-LEFT POST MARKERS AND MILEPOST MARKERS.EXACT LOCATIONS FY-FLUORESCENT YELLOW C-CENTER POST ARE TO BE DETERMINED BY THE ENGINEER C-GREEN R-RIGHT POST O-ORANGE 3 P-PURPLE 3; 51 F R-RED DISTANCE FROM EDGE OF TRAVEL LANE, MINIMUM DEPTH OF FOOTING FOR TRIANGULAR 2B RB-RED-BLUE FACE OF CURB,GUARDRAIL,OR BARRIER BASE BREAKAWAY AND MULTI-POST BREAKAWAY K SW-SILVER-WHITE TO THE CENTERLINE OF FOOTING.FOR INSTALLATIONS 15 FOR A Z'DIAMETER FOOTING. W-WHITE ADDITIONAL INFORMATION SEE STANDARD FOR ADDITIONAL INFORMATION SEE STANDARD ° Y-YELLOW DRAWINGS TM600.TM602,AND TM635 DRAWINGS TM601 AND TM602. YG=FLOURESCENT YELLOW-GREEN R ��QEO PROfF CONSTRUCTION DOCUMENTS "a4 � Revisions and AddendumsSHEET V law + ENGINEERINGDVISION CITY OF TIGARD DeRcriptlon Date No. _2L6 ptlmT >°C w 720 SW Washington St,Suite 500MPROJ.NO.. PUBLIC WORKS DEPARTMENT SS-06 1.3125 S.W. HALL&M. 68 4aa49 mil Portland,Oregon 97205 TIGARD. OREGON 97223 MAIN STREET PHASE 2 IMPROVEMENTS OF O a ° o www.dksassociates.com MICE'503-639-4171 FAX.' 503-624-0752 94 CDt L' NWw.TmgwD-,M GOV FILE NO IE ONE INCH(REF) ® DESIGN'.CAL DRAWN'.KCD CHECK: BKC 7017 BID ON: SIGN AND POST DATA TABLE RR 20 2'*1 r O 1' O � W 2 AM9 2 6 ' LANE �MIN ID 6' : 1 � 1 --25-25�Var� -+-- �— SignW1U--- ! See 6' JI I1T-- ® Y TM605 S 1' RAILROAD CROSSING(white) 4"WHITE LINE 8"WHITE LINE Install per COOT Rall Crossing Order or as shown. RIGHT TURN ARROW(white) LEFT TURN ARROW(white) For letter proportion details,see current version of Standard Highway Signs For arrow proportion details,see arrsrd version of Standard Highway Signs For arrow proportion details,see current version of Standard Highway Signs ND (:CF) CD SLM s'a• -III L� JEM a• I 12•For Vaversable median J. a 4' 12, 12• 4'space Fdp • IT4• 24"(Ihru trat6c side�) � 3.6IL For Centerline 6 �� STANDARD CROSSWALK STOP BAR a white lines NARROW DOUBLE NO-PASS TWO T WH TE BARS 1'WHWH—TSR SHARED LANE MARKING(white) TWO 4"YELLOW LINES Center marking within lane width oras shown TWO PARKING DETAIL(white) Install per Standard Drawing TM530 Install per Standard Drawing TM530 For proportion deWNs,see arrant Version of Standard Highway Signs HC � NPL 4" WHITE LINE 3-5" 4" WHITE UNE 7 (TVP.) 5.i 35' DISABLED PARKING LEGEND(WHITE) NO PARKING HATCH LINES(WHITE) l { �t l� E� as 16 t Rl L EQ�'PRDIFf CONSTRUCTION DOCUMENTS Revisions end Addendums MPROJNO NGINEERING DVISION CITY OF TIGARD SIS-07 Description Dale No. B UBLIC WORKS DEPARTMENT 720 SW Washington St,Suite 500 °ipmly Sisaed X��','�'n..m t Portland,Oregon 97205 W0,ORFS�� MAIN STREET PHASE 2 IMPROVEMENTS 6OF t m o www.dksassociates.com ICE. 503-6J9-4171 X: 503-624-0752 94 `� NN K.co?E�T ~JIGAR7-OR.coV FILE NO le ONE INCH(REF) STRIPING DETAILS DESIGN:CAL DRAWN:KCD CHECK: BKC 77 BIDON: MUTCD TABLE 2D-2. RECOMMENDED MINIMUM LETTER HEIGHTS ON STREET NAME SIGNS Type Of Mounting Type Of Street Or Highway Speed Limit Blank Height Recommended Minimum Letter Height Initial Upper Case Lower Case Prefix/Suffix Overhead All Types All Speed Limits 24 Inches 121nches" 9lnrhes" 6Inches Post Mounted Multi-Lane More Than 40 MPH 18 Inch" 81nches 6 inches 4 Inches Post Mounted W/O-Lane Less Than 40 MPH 12 Indies 6 Inches 4.51nches 3 Inches Post Mounted 2-Lane All Speed Limits 12 hrdres' 6 Inches' 4.51nohes' 3 Inches 'On local 2-Lane Streets With Speed Limbs of 25 MPH or Less,8"Blank With 4'Initial Upper-Case Letters And 3'Lower-Case Letters May Be Used. "For Dual Stacked Overhead Signs Or Overhead Signs Where Standard Leber Heights Yield Sign Sizes Longer Than 12'fr,Length,8-Imfie/Upper-Case with 6-Lower-Case Letters May Be Used. 1)Street Name Signs: SW Ta I or sr rzs T A)It is the contractors responsibility to verify the final street names with the County Survey Office yz5, I at(503)846-8723 before ordenng and installing street name signs. r 1T- B)Street name signs for moss streets shall be designed to the standard for the road approaching I the cross street. SW 90th Ave T C)Use flat blade aluminum blanks 1 D)Post mounted street name signs shall be two(2)sided,without borders and be installed on top I of post with special brackets,unless they meet the following conditions: Any street name sign 48'orgreater in length or 12'or greater in height will need to be SW Taylor Sr T single-sided and riveted lothe post Doubesdedsigns win brackets are not allowed for larger sign sizes. E)Overhead street name signs shall be one(1)sided,without borders and be installed with SW 90 th Ave T Pelco brackets or equivalent banding type adjustable brackets. T 1 F)Prefixes shall be used for all street name signs. Prefixes:all upper case letters Sufures:upper and lowercase letters r Superscapt for numerical street names.all lower case letters SW Taylor St G)All street name sign text,exiuding superscript,shall be centerjusbfied type C font I c H)Common abbreviations:use MUTCD table 1A-1,with these exceptions: I Ave=Avenue; Lp=Loop; Ln=Lane; wY=way SW 90 th Ave x T Typical Street Name Sign Installation For Sign Tree c Arterial Intersections. Typical Street Name Sign Installation For Local a Collectors Infersedions. P Major Steel S1pP S� ()1T.,,n 5� Sign Tree C-0Ds 71• asgn pgs� 1Iir pgMa T CROSS INTERSECTION f� 4 Sign Tree 9. TEE INTERSECTON TYPICAL SI db '� � NTS aP� GN LOCATIONS Fwd ` WASHINGTON COUNTY I DEPARTMENT OF LAND USE & TRANSPORTATION STREET NAME SIGNS s oft,g ENGINEERING SECTION tF PLOT STAMP: 07/05/17 12:09P KELLYE EFFECTIVE DATE: 7/01/17 WASH. CO. # 6511 CAD: 6511.DWG 4� `��Ep pQpFf� CONSTRUCTION DOCUMENTS aro; eQq /,x- Revisions and Addendums MPROJNO NGINEERING DVISION SHEET Descnption Date o. a UBLIC WORKS DEPARTMENT CITY OF TIGARD SS-08 720 SW Washington St,Suite 500m2s S.W. rtuL acro. 70 °tl"" W~� Portland,od a�s��m VVIM,��X722, MAIN STREET PHASE 2 IMPROVEMENTS of �Az4N C o? WWW WWW 503-624-0752 94 ME lliMQ� > SIGNING DETAILS FILE No DESIGN:CAL DRAWN:KCD CHECK: BKC 17 BID ON: ROW LL .�.. o SW MAIN S7 is+oo cm 'I p I 77 O RhV I ; I RM 1 A r n ./ice II-yI I D IIJI I r 1 rn I H it LEGEND ® REMOVE EXISTING RECTANGULAR RAPID FLASHING BEACON SYSTEM(PSST MOUNTED). 1 0 10' 20' IE/3 SCALE E i[ r CONSTRUCTION DOCUMENTS ReWslonsand Addendum ENGINEERING DVISIONSHEET Dsttxlpban Date No. B CITY OF TIGARD PUBLIC WORKS DEPARTMENT OTS-01 720 SW Washington St,Suite 500MNO IJI25 S.W. Ruc &M. 71 �E Potland.Omgon97205 nom, �� 97223 MAIN STREET PHASE 2 IMPROVEMENTS OF www.dksassociates.cmI VOCE.503—du-4171 94 A� °•+o,`•• '? W. 503-824-0752 II �1 4M Jr.COPE WWW..1r"-OR.00V FILE NO RAWN:KCD CHECK: BKc 7017 1 BID ON: FLASHING BEACON REMOVAL PLAN POLE NO.2 2 1- ��POLE NO.3 ROW STA.14+99(19.97 LTI on PB PP STA.15+12(1354'Ln IN 5+00 18+00 I SIN MAIN ST F1 1-5 POLE NO.1 2R 14 2 POLE N0.3 STA.14+93(13.83' Rn CC PP PS PBH STA.15+06(20.00'Rn WIN LEGEND POLES CONDUITS OINSTALL PEDESTRIAN SIGNAL PEDESTAL WITH FRANGIBLE INSTALL(S)INCH ELECTRICAL CONDUIT. BASE.(SEE COOT STANDARD DRAWING TM457) OINSTALL PEDESTRIAN PUSH BUTTON POST WITH FRANGIBLE PS BASE.(SEE COOT STANDARD DRAWING TM457) WIRES AND CABLES XR INSTALL(X=NUMBER)SIDED SOLAR-POWERED FLASHING QV BEACON SYSTEM ON PEDESTRIAN PEDESTAL(SEE SHEET 7S-03 INSTALL(X=NUMBER OF CABLES)CONTROL CABLE(S)WITH IN FOR DETAILS] G =NUMBER)(G AWG WIRE SIZE)AWG CONDUCTORS. A, CABINETS Y CC INSTALL RECTANGULAR RAPID FLASHING BEACON 1 CONTROLLER CABINET.(SEE SHEET T"3 FOR DETAILS) SIGNALS F4 O INSTALL APS PUSH BUTTON WITH MOUNT('PUSH BUTTON TO 1F! PBH TURN ON WARNING LIGHTS'R10-25). SCALE Vv 10' k@ �Ep ppp�f CONSTRUCTION DOCUMENTS + ��^nsand Addendums Date No. B MPROJNO NGINEERING DVISION SHEET 720 SW Washington St,Suite 500 UBLIC WORKS DEPARTMENT CITY OF TIGARD TS-0? °Id "°p�`a"m-- , Portland,Oregon 97205 125S..W.. H, BLVD. MAIN STREET PHASE 2 IMPROVEMENTS 72 e9 Offs 97zz3 OFWwW.dksassociates.00m ice 503-639-417^X: 503-624-0757 94 COPWW. 7a0-OR.OW FILENOONE INCH(REF) DESIGN:CAL DRAWN:KCD CHECK: BKC 17 BID ON: FLASHING BEACON PLAN Solar Panel Energy Source Frangible Base Pole-Mount Radio Network Controller(19'H x ITW x 6"D) T 9'x 12'1110-25 R or L Pedestrian Pushbutton Sign. �J_ - F r y 36"x 36"Wl1-2 Std.Yellow I — WTM Type g(Sheeting) Pedestrlan Crossing Sign U each) 5ee TM677 For(SSP Stainless Steel Clamp Detail P 12'Rod Circle(Rp rr BUTTON TO �_s•sun ..i Yi Anchor Rods x 30'L x 4'hook TURN ON A36 Or A3070r F7554) WARNING Rapid Flashing Bar Clear I (ASTM LIGHTS Lenses W(Amber LED's D each) T7 DETAIL'Am. 1 8'x 30'W16-7p Supplemental �— Std.Yellow(ASTM Type IX Sheeting) ARM Plaque Q each,pointing towards crosswalk). See TM677 For(SSQ Stainless Steel Clamp Detail Note' Frangible Base Mounted Flush With Sidewalk Or Island. / See TM457 For Additional \ Solar Panel Energy Source Information � 30 I.E.Building Install Pedestrian Pushbutton o ii Paper Casket And R10-25 Instruction sign (TYp-) As Called for on Plans See TM467 For Details Std.Pedestrian Signal Pedestal 4'Dia.Std.Galvanized Steel Pipe Conduit (ASTM AS3.Sch.40,4 1/2'O.DJ (Size As Req'd.) Pole-Mount Radio Network W/Frangible Base Controller(19'H x 1014 Is 6'W See TM457 For Additional Details Construct Foundation According To TM457'Vehicle Signal Pedestal' (See Detail W At Right For Rod Circle). s/B"x IP Ground Rod Front View Side View RECTANGULAR RAPID FLASHING BEACON SYSTEM PEDESTRIAN PEDESTAL INSTALLATION (TWO SIDED) B RR �a ` p CONSTRUCTION DOCUMENTS Revisions and CITY OF TIGARD SHEET a MPROJNO NGINEERING DVISION TS-OS Description Date No. B UBLIC WORKS DEPARTMENT 720 SW Washington St,Suite 500125 S.W. PHIL&W. 7J creams ' Portland,Oregon 97205 0Ag0, OR04N 97223 MAIN STREETPHASE 2 IMPROVEMENTS OFdR a eo www.dksassociates.com ite 503-639-4171 ,FX. 50.T-624-0752 94 `� NK.COPR' ��-��ONEINpIIREF) :CAL DRAWN:KCD CHECK: BKC 17 BIDON: FLASHING BEACON DETAILS f n STA 14-9.48 I�p T OFF.3x60 STA I7w7.+1 OTA 11 7.ae 2 STA 71+52.12 OFF:38.50 LT (T OFF:10.78 LT ( STA 14.00.02 I 9 STA 11+18.14 4 OFF:39.93 LT I 4 OFF'.39.90LT 1 T sy PA OFF:3850 LT STA I7+EA.17 0 STA 15.95.49 1 STA 11.23.20 OFF:37.37 LT -0FFrNEGR _ OFF./OO9 LT STA 11+70.12 r--- STA 13.95.18 -� _CLF 39.84 LT _ __ OFF.mm y r PA PA TTT + PA o PA 3 TYP PAtr STA 14-0748 �. f STA 11.23. 0 OFF:34.50LT OFF 35.08 LT A N os-- tz 6 T F PA Q J KEYED NOTES _.... _... OFF:3d.93 LT STA 12+19.97 \ -_�'��_ - -� -'-� _ IL- OFF 17.17 LTp STA 12.22.19n SW MANN ST "` W p2 CONSTRUCT TREE GRATE e PA --�-W-� ,.. OFF:uuLT ... 1 L4.1 STA t2.21 a0 - - - �- - - � - I W W CONSTRUCT SCORE Jf I TYP 31@4 ^ _ OFR 15.80 L7 7 Z X CONCRETE SCORING PATTERN TYP 8 STA;13+s9s7 f- I p OFF',34W RT _ PA STk tsx87. + PA (-) W 4 INSTALL METAL BENCH L4,3 I 3 P o F;3160PA ( 2 C, 0 INSTALL BICYCLE RACK L4.3 p o. PA CONSTRUCT ART PLATFORM 143 PA _1 �'o PA PA - wTV Aj sr 1t.3a. T P OFF 34.50 R -- �. _ CONSTRUCT FUG POLE e OFF:STA SIX 12 RT J STA 13x01.19 5---.-_ _ OFF 3M f OFF:38. RT 4 p SLEEVE L4.3 1 I fRT OFF 3950 RT 1 6. OFF',3/.00RT 1 6TA 13✓.a9.92 6TA 1 67 1 A T OFF37z5RT OFF WIRT SHEET NOTES Csf I I I I 1. SEE THIS SHEET FOR MATERIALS AND LAYOUT NOTES. H `i MATERIALS LEGEND LAYOUT LEGEND MATERIALS NOTES SYMBOL ITEM SYMBOL ITEM 1. PROVIDE EXPANSION JOINTS WHERE CONCRETE SIDEWALK MEETS SCORE JOINTS AT sTa�,XX Xx MANUFACTURED STONE VENEER SEATWALL.SEE SHEET L4.0 FOR DETAILS. CONCRETE SIDEWALK 7FxxxlT STATION LABEL 2. MATERIAL SYMBOLS ARE DIAGRAMMATIC IN NATURE AND MAY NOT BE TO SCALE.REFER TO LAYOUT AND DETAIL SHEETS FOR ACTUAL SIZES. De TREEGRATEoSTA F x.M XX 1 STATION LABEL WITH KEYED NOTE O METAL BENCH '+ STRUT CENTERUNEANDSTATION it g «► BICYCLE RACK LAYOUT NOTES E 1. VERIFY ALL DIMENSIONS AND PROJECT LAYOUT PRIOR TO ANY CONSTRUCTION OR INSTALLATION OF MATERIALS.IF LAYOUTCONFLICTS ARISE,CONTACTTHE O ART PLATFORM CITY. $ 2. DIMENSIONS ARE TO FACE OF BUILDING,PAVING,WALLS,AND CURBS,ETC. �@ o FLAG POLE SLEEVE UNLESS INDICATED OTHERWISE. 'a 3. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE OF PLANS. c d PA PUNTING AREA 4. INSTALL INTERSECTING ELEMENTS AT 90 DEGREE ANGLES TO EACH OTHER T° UNLESS INDICATED OTHERWISE 4 S. STATION POINTS INDICATE CRITICAL LAYOUT POINTS(WORK POINTS)FOR t LOCATING SITE DETAILS.SEE SITE DETAILS SHEETS FOR SPECIFIC LAYOUT p POINTS. t 0 20 40' a� 9Yy SCALE 1"•20' $ CONSTRUCTION DOCUMENTS Revisions and Addwdums SHEET 6- MFRu� ENGINEERING DVISION CITY OF TIGARD Descnplion Date No. B EMeI1 WALOF4ItM PUBLIC WORKS DEPARTMENT L1,0 J,15SW. H 6L W. MAIN STREET PHASE 2 IMPROVEMENTS 74 { t.. F.Nkxa.l eam "�� vmv 7MAR0. OREGON 97323 OF T >a0M.1 Ay rev o r� zzxzai 1n71CG 50.T-62-0]57 94 /T1/19ea a «� vww.nc4wo-w.cov PEDESTRIAN MATERIALS AND LAYOUT PLAN FILE NO Id ONE INCH FEF) CgpE ARCj` DESIGN:WS DRAWN: VS CHECK: RT PROJ.NO: 17C1P- BID ON: I � I B 8TA'14�8581 I OFF:3700 LT I STA 14+82,87 I I STA 17+31.62 I I OFF:40.00 LT NN OFF.W9L7 STA 14+5387 STA14+94.41 5 4 STA 17+11.57 I T STA 18.00.59 1 OFF:X46 LT OFF:37.50 LT OFF:75.80 LT I OFF:2379 LT STA'.17+15.45 STA 17.99, -- -- I OFF.1499 LT -- -_ '- OCF.2550 LT r-- _____ ._ �_�� PA w F-1-17 T"I"7I- T _ rt ;r-T -___ _ - � O PA 1 PA .. _ -. _PA - s-- ---- :.._ P nP 8 ° m 3 nP STA 24.00 s A PIP PA srk e 51.m KEYED NOTES J p PA �\ OFF:14.0o LT x A"i f- I- _---_._- -- t-- SW MAlN ST _- --_ ---------_i 2 I -------------L13 0 L O © 22,59 LT /� O CONSTRUCT SCORE JT/nP 314 cl) Lu _ 1 W W 1 L13 - _ CONCRETE SCORING PATTERN L4.2 INSTALL METAL BENCH L4.3 Lij nP 8 ! e U LijPA 1 _ _ INSTALL BICYCLE RACK L1.3 �� 1 PA A; ` PA L� I - -1 V s7A 17+43,W '- __ ____ q & PA FF: RT O CONSTRUCT ART PLATFORM e 0 -1 11 C __ A\ _ G L4.3 C _ _ LI-TT - (A �_'�'_\IT _ � _ O__ PA r __ v PA PA 1 _ ® POLE SLEEVE CONSTRUCT FLAG L53 _______ -___ ____ _ y r- _ - - -_� _ FF 3675 STA 17.22 345006 45 INSTALL BICYCLE STATION 3 nP �___._ 7- _��/ OFF:36.75 i OFF434.50 RT OFF:38.50 RT 7 1 T ` L_______._. 1 STA 16.fi 1.36 STA 16+6261 , STA 17.7256 8TA 17+38.68 5 1 T / . OFF 39.25 RT OFF 380pq OFF.39,50 RT OFF',37.00 RT I Z /' STA37.7J60 I I oFF:37 Frr I y / SHEET NOTES 1. SEE SHEET L1.0 FOR MATERIALS AND LAYOUT NOTES. MATCHLINE STA 0+79 SEE SHEET L 1.2 MATERIALS LEGEND LAYOUT LEGEND SYMBOL ITEM SYMBOL ITEM SCORE JOINTS AT STrt •XXX% CONCRETE SIDEWALK OFF:XJIX LT STATION LABEL STA X-)Ow G METAL BENCH 1 STATION LABEL WITH KEYED NOTE w+ BICYCLE RACK '+ STREET CENTERLINE AND STATION ® ART PLATFORM C FLAG POLE SLEEVE 3 P PA PLANTING AREA }D d t[[[{ t 0 70 47 Y SCAL� CONSTRUCTION DOCUMENTS Revisions and Addendums a 4��STEn„ Descn tion Date No. B 1++1�P++LM�nettuu ;NO97 NGINEERING Ir/ISION CITY OF TIGARD SHEET 6 l�0 Addendum 42 21111104 1 WS pE[EN an3eaNEIT4 *RUBLIC WORKS DEPARTMENT L1.1 MAIN STREET PHASE 2 IMPROVEMENTS75 n0SEW,$,soi lw3125 S.W. H4/[ BLVO.ORGONPa14,VM%11A^MO. OREGON 97TTJ OF aasca9 L YYtt 1fVft[\ P m xwlzD/CE 5QT-639-417194 zs311G4R0-OR.COVONL INCH(RLF) �/ � mm50J-OR.Gov2 PEDESTRIAN MATERIALS AND LAYOUT PLAN FILE NO PE AR DESIGN WS DRAWN: VS CHECK: RT PR17 BID ON: rn + r ' co W I Lu I co II ' = W 14 Pa ti KEYED NOTES aAll3 CONSTRUCT SCORE JTITYP 314 I s 3 TYP I O CONCRETE SCORING PATTERN L4 2 i SW SCOFFINS ST 3 TYP SHEET NOTES I . — I 1. SEE SHEET LI.O FOR MATERIALS AND LAYOUT NOTES. 2. SEE SHEET 11.1 FOR OVERLAPPING PEDESTRIAN MATERIALS AND LAYOUT INFORMATION. o A — — I PA I {� P'o I I, I PA I MATERIALS LEGEND LAYOUT LEGEND SYMBOL ITEM SYMBOL ITEM SCORE JOINTS AT STA x+xx.xx STATION LABEL CONCRETE SIDEWALK OFF:xxx L7 ® ART PLATFORMSTA X+xXXx 1 STATION LABEL WITH KEYED NOTE OFF:X xx RT o FLAG POLE SLEEVE '+ STREET CENTERLINE AND STATION B x 5 g@ PA PLANTINGAREA S e a c 9a' Iq e L= 0 20' 40' N SCALE 1"=20' CONSTRUCTION DOCUMENTS Revisions and Addendums SHEET ��sre ENGINE WORKSDVISION CITY OF TIGARD 4� Descnpaon Dale No. wixwrtwlRMFx.uox�icx PUBLIC WORKS DEPARTMENT L 1.2 @�M��IE��b��/y�� MAIN STREET PHASE 2 IMPROVEMENTS F.MI[Fael FaM1a I`]$c Man$I.SY41N 13123 S.W.WN 6/22 7OF artwarn, TiG4R0. OREGON 9]223 r Pn 5f01H%Q VOICE. 503-639-4171 � 7 eaecoM Fm ncm� FAX SOJ-624-0]32 94 a 26mmmmod � fa/3l/leas `�� Fina'I inogp.�.mq�am • WWW.WARD—OR.GOV r ONE INCH(REF), �qp c� PEDESTRIAN MATERIALS AND LAYOUT PLAN FILE NO E AR DESIGNWS I DRAWN: ✓5 I CHECK: RT PROJ.NO: 17CIP-0 BIDON: - STA .87 OFFLT 1 ST 14.9075 O 2599 LT NP 3 SW MAIN ST �p PA z TW it. TW 17 BUSSHELTER-SEE p2l 1s A,4s2. sTA,4✓A74 "` KEYED NOTES CIVILPLANS 1 PA .17.12L tir. O CONSTRUCT MANUFACTURED STONE 00000000 VENEER SEATWALL L40 000000000 - O CONSTRUCT SCORE JT/TYR 3�4 CONCRETE SCORING PATTERN L4.2 ti TYP 3 8 1 © INSTALL LITTER RECEPTACLE 3 L4.3 CONSTRUCT FLAG POLE S SLEEVE L4.3 SW MANN ST 6T 16+24.7 STA 16.362 O F 34.50 T STA+6.32.37 TA 16.37. OFF 34. RT 16.24.7 OFF:UM RT FF:XW T SHEET NOTES _ _ _ - STA i6.362 0 F 36.00 iTA 16wT2.37 1 OFF:36.0 11 0 RI 1 FF:36.00 RT 0 F dA M87 R 1 1. SEE SHEET 1-1.0 FOR MATERIALS AND LAYOUT NOTES. TRANSIT PLATFORM AND SEATWALL"A" ENLARGEMENT SCALE:1•=5'-0 j IPA 1 PLAN f� PA 0' 2.5' 5' 7. I .m i SW MAIN ST SEATWALL "C" ENLARGEMENT SCALE I"=5'-0' J PLAN 0' 2.5' 5' MATERIALS LEGEND LAYOUT LEGEND 00 o 000 co - - SYMBOL ITEM SYMBOL ITEM 00000c000 000000�� i� TYP 3 SCORE JOINTS AT CONCRETE SIDEWALK STA sFA 15.1 .60 1 q_ it-15.24.E ` OFF.x xx RT STATION LABEL 1 OFF tz1 RT a7.t2 1 BUSSHELTER- SEE CIVIL PLANS l © MANUFACTURED STONE VENEER SEATWALL STAxexxx F x.xx RT 1 oFSTATION LABEL WITH KEYED NOTE + I 6 ® I TW +I— O LITTER RECEPTACLE SPOT ELEVATION PAA 3r TW 174.30 ST'+5.32.95 8 OF 21 0 FLAG POLE SLEEVE 50 RT ALIGN FEATURES pq PLANING AREA 4c STA 15-1566 - t STREET CENTERLINE AND STATION I 21.07 RT 1A 2707 R6 N 1 L FF 27 R TRANSIT PLATFORM AND SEATWALL"B" ENLARGEMENT SCALE:V=5'-0' SS G PLAN 0' 2.5' 5' CONSTRUCTION DOCUMENTS Revisions and Addendums Desai tion Date No. B .0804PHNIauu ENGINEERING DVISION CITY OF TIGARD SHEET �D Hr4wIIIEW&sloN PUBLIC WORKS DEPARTMENT LIJ FyH`, f.}i ._ �/ • Addendum k2 21/111D4 1 WS MEEN( II0F6�N&._�.e14� •131255.W ,«,1 &-W. MAIN STREET PHASE 2 IMPROVEMENTS R4 r. F.MI[Iuel PTvl -[-. Pp16q OPP"/[IN WARD, OREGON 97227 GF j{{t ORHGON [,� Ph Wimwl3 VdCE.'503-639-4171 E$ 7 107x1/1988 @7 WORM. P,�wlza as FAX: 503-624-0752 94 `il(REF �s �� m MYWRG4RD-0F4°" PEDESTRIAN MATERIALS AND LAYOUT PLAN ENLARGEMENTS FILENO F! ONE INCH(REF) rgpE ARS' DESIGN'WS DRAWN: L5 CHECK: RT JPROJ.N0: 97017 1131D ON: IRRIGATION SCHEDULE IRRIGATION NOTES 1. LOCATE EXISTING AND PROPOSED UTILITIES PRIOR TO EXCAVATION. IRRIGATION HEADS 2, SYSTEM OPERATION AND DESIGN IS BASED ON 100 POUNDS OF PRESSURE(PSI)AND 22 SYMBOL DESCRIPTION MANUFACTURERI MODEL ARC PSI GPM RAD GALLONS A MINUTE(GPM)AT THE SHUTOFF VALVE.VERIFY THE DESIGN PRESSURE AND VOLUME PRIOR TO INSTALLATION AND NOTIFY THE CITY OF ANY DISCREPANCIES. OT ROTARY NOZZLE HUNTER MP CORNER PROS-I2-PRS40-CV AW 40 VAR 13' 3. REFERENCE PLANTING PLAN(S)PRIOR TO INSTALLATION OF NEW VALVES.LOCATE VALVES IN ROTARY NOZZLE HUNTER MP STRIP PROS-I2-PRS40-CV LOS 40 0.22 5'X15' ORNAMENTAL PLANTING BEDS WHEREVER POSSIBLE,DO NOT LOCATE IN STORMWATER ® ROTARY NOZZLE HUNTER MP STRIP PROS-I2-PRS40-CV RCS 40 0.22 n5' FACILITY BEDS WITHOUT PRIOR APPROVAL OR IF INDICATED OTHERWISE.ADJUST VALVE © ROTARY NOZZLE HUNTER MP STRIP PROS-I2-PRS40-0V SST 40 0.44 57(30' LOCATIONS TO ELIMINATE CONFLICT WITH PROPOSED PLANTINGS AND PATTERN LAYOUTS. © ROTARY NOZZLE HUNTER MP1000 PROS-I2-PRS4DCV 210.270' 40 VAR IC G ROTARY NOZZLE HUNTER MPI 000 PROS-I2-PRSOCV 90.210' 40 VAR 14' 4. STAKE PROPOSED VALVE LOCATIONS AND OBTAIN APPROVAL BY CITY PRIOR TO INSTALLATION d ROTARY NOZZLE HUNTER MP2D00 PROS-I2-PRS4D-CV 90.210' 40 VAR 19' OF NEW IRRIGATION SYSTEM, 0 ROTARY NOZZLE HUNTER MP8DOSR PROS-I2-PRS40.CV ADJ 40 VAR 10' 5. VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING AREAS PRIOR TO INITIATING 0 BUBBLER RAIN BIRD 1300A-F 360• 40 ZOO 1'-3' WORK AND IMMEDIATELY NOTIFY CTFY OF ANY DEVIATIONS FROM PLANS. IRRIGATION EQUIPMENT 6. STAKE PROPOSED TREE LOCATIONS AND OBTAIN APPROVAL BY CITY PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. SYMBOL DESCRIPTION MANUFACTURERI MODEL 7. INSTALL THE IRRIGATION CONTROLLER AT THE LOCATION SHOWN ON THE PLANS,ON THE SPECIFIED PEDESTAL PER THE MANUFACTURER'S RECOMMENDATIONS.VERIFY AND LOCATE POC POINT OF CONNECTION[POC) VARIOUS EQUIPMENT POWER SOURCE PRIOR TO INSTALLING CONTROLLER.VERIFY THE FINAL LOCATION WITH THE AUTOMATIC CONTROL VALVE HUNTER ICV CITY PRIOR TO INSTALLATION.EXTEND THE CONTROL WIRE CONDUIT FROM CONTROLLER AND DAYLIGHT SIX INCHES INTO PLANTING BED FOR INSTALLATION OF AUTOMATIC CONTROL VALVE DRIP ZONE CONTROL KIT HUNTER ACZ-075-25 WIRES. Q QUICK COUPLER VALVE RAIN BIRD 44 URC B. LOCATE BACKFLOW PREVENTION DEVICES A MINIMUM OF 5'AWAY FROM CURBS OR ►/ ISOLATION VALVE NIBCO T-1 13-K VEHICULAR PAVING WHEREVER POSSIBLE. © CONTROLLER-PEDESTAL MOUNT PEDSS-A2C-1200M(ACC2 W/SOLAR-SYNC) 9, MAIN LINES AND LATERAL LINES ARE SHOWN DIAGRAMMATICALLY FOR CLARITY,MAIN AND MANUAL DRAIN VALVE VARIOUS LATERAL LINES SHOWN IN PAVED AREAS SHALL BE PLACED IN ADJACENT PLANTING BEDS UNLESS SPECIFICALLY INDICATED AS PASSING UNDER PAVING IN SLEEVING.OBTAIN CITY'S PIPINGAPPROVAL PRIOR TO MAKING CHANGES IN ROUTING OF PIPE LOCATION OF VALVES. 10. RESTORE ALL EXISTING AUTOMATIC IRRIGATION SYSTEMS IMPACTED BY CONSTRUCTION TO SYMBOL DESCRIPTION FULLY OPERATIONAL CONDITION. IRRIGATION LATERAL LINE — — — — — IRRIGATION MAIN LINE IRRIGATION PPE SLEEVE 2'� MAIN LINE PIPE SIZE LABEL LATERAL UNE PIPE SIZE LABEL PIPE SLEEVE SIZE LABEL PIPE BOOT MISC SYMBOL DESCRIPTION �!:'= '•=("ti 1:1=(%1=1'kl:` IRRIGATION RESTORATION:REPAIR EXISTING IRRIGATION SYSTEM IMPACTED BY CONSTRUCTION B d IRRIGATION HEAD SPRAY PATTERN � CONTROL VALVE TARGET STATION NUMBER AREA DESIGNATION: S=SHRUB D=DRIP X CCC X' 00. FLOW IN GPM VALVE SIZE �d y6 Lr R' :p K5 !� RevsonsandAddeneuma --- CONSTRUCTION DOCUMENTS d 4G1S op_ �x�x�xx ax�E�xx� %N0 GINEERING DVISION CITY OF TIGARD SHEET € 241 • Oescn tion Date No.LDESIGN x.0LIC WORKS DEPARTMENT L2.0 ,1sEMa�s klw55.W. H4-L BLm. MAIN STREET PHASE 2 IMPROVEMENTS7oF FMI11 F8 1 /O^�/APmYM CP9RlaE., OREGON 91223M1eav c� K�.�\„\ Pn.'.mmxt2E: 503-679-5/71 o Fa 5o32:11m3 90,7-624-0752 94 ONEINCH(REF) C9pSIRRIGATION SCHEDULE AND NOTESFILE NO P.. DRAWN.R7 CHECK: WS 0 810 ON: INSTALL IRRIGATION LATERAL {gl •\ 14 LINE ALONG BACK OF CURB/ \� m 1 V S 6 II 6 PAVING ONLY-LIMIT 7J 1' 1C. 1' 17.1 •y TRENCHING IMPACT TO EXISTINGTREE ROOTSfy,��`� (D2 I 3 I Tr Q1 Sr. L �� D 7 sL ' N;, 4 ao 8 ynP 2• Y.' 8 I Y 21 � M _ 8 SL ^ B'SL .L 1 T _1_ F m SL ,. TYP \� _ _ _ K K, r /-,\n•P �,P x-_ .C�rp-L 1 a� © o E ,. � z �� N x• "t nN,l 1// `=\ ! KEYED NOTES ✓. y. I I T1 } IRRIGATION MAINLINE INDICATED 0 Q J N' H• DIAGRAMMATICALLY-INSTALL AT INTERIOR ID T N' 0 y O SIDE OF SIDEWALK WHERE FEASIBLE I co W O INSTALL POINT OF CONNECTION(POC) LI q -- 1- - - m7-fD—m— �M i-s ,. _ _ - I K• - _ - ...f._ - - _ _ 5'N .W I W W INSTALL CONTROLLER- e T�9 q B sL I w w N w w —w- SW MAIN ST I ? ZZ O PEDESTAL MOUNTED L4 4 O�II w M, n•0} W O INSTALL IRRIGATION PIPE IN 1 1 �, P H W PLANTINGAREA L4.4 _ K' \ ' U INSTALL IRRIGATION PIPE AND e -- _. SLEEVE(UNDER PAVEMENT) —.-_ 12SL H3(' YSL QL mI ,, I _ _ O INSTALL AUTOMATIC CONTROL � H• 4 I �—j i Y 111------ I � - C -- -- _y- O VALVE ASSEMBLY Lq.S N i • INSTALL DRIP CONTROL ZONEe F - m _______- - O ASSEMBLY L4.5 C1 _ I i J 2 TYP 1 VALVE ASSEMBLY COUPLER ) 1 I IRRIGATION RESTORATION- L �� O / i I © VALVE ASSEMBLY Lq,$ I I EXTENTS MAY VARY,VERIFY - ; 7 INSTALL ALL IRRIGATION I I INSTALL MANUAL DRAIN PRIOR TO CONSTRUCTION ; A �I EQUIPMENT WITHIN RIGHT-OF-WAY I O VALVE ASSEMBLY L45 1 I I °•" ---�D I II�I I I INSTALLHEAD- g 0 SWING JOINT ASSEMBLY Lq,$ INSTALL BUBBLER AT y STREETTREE L46 O INSTALL IRRIGATION PIPE BOOT 2 L4.6 SHEET NOTES 1. SEE SHEET L2.0 FOR IRRIGATION SCHEDULE AND NOTES. Fq� i5 K 5, E� !, p o ]a' IO' a FFi d} SCALE l'-20' CONSTRUCTION DOCUMENTS Revisions and Addendlms ;NO971017 NGINEERING DVISION SHEET y�c, Epi LNUSCNEMKECIME CITY OF TIGARD Desch tion Date No. B �� aNKarexlu a:W:x UBLIC WORKS DEPARTMENT 1 r . /'��y��._///r' • Addendumtl2 2,1,14 1 uus , � a1255.W. Mi BLVD- MAIN STREET PHASE 2 IMPROVEMENTS 79 •-"" >mend aa&'Ya D, OREGON 97223 OF r fMkM1ssl Pala LP.... VQ7fi.A3YQ AlyKE 503-639-4171 y aaecan ` WORNILAIP. a�m� X: 503-674-0757 94 WWTMa4RD—OR.GOV FILE NO IRRIGATION PLANONE INCH(REF) CypEPLO DESIGN:RT DRAWN:RT CHECK: BS PROBIDON: EXTEND BPARE VALVE WIRING FOR I / - THREE FUTURE ADDITIONAL ZONES I ,f' WITHIN AUTOMATIC CONTROL VALVE BOX I 4 I - i 5 TVP,I L)� 5 TYP 1 - TYP T T — 1111 6 —1Y'S19 y1 _-------- r _ � 1 _ ts"M _ �:� �. __ t Y s -- -----------� 0 . 1r --- ------- T 1N Lo — _- _ sL s__ —T I IG IONMAIALINEIIND ALL AT M1 ✓N�. 6 c) - - � — __ KEYED NOTES T �Et7—� �Ll�d) INTERIOR SIDE OF SIDEWALK J --QTYP SNP I' r� O INSTALL IRRIGATION PIPE IN 4 LU LU i— 4a WHEREFEASIBLE _ — — — _I — e — — -= j 3 PLANTING AREA L4.4 VV W w v,, TYP Al SW MAIN ST TYP w 4 9 — 1 INSTALL IRRIGATION PIPE AND 4 w W --- - vv -- - f i w w — ~ ® SLEEVE(UNDER PAVEMENT) L4.4 TYP 5 e I t N _ u i `- L4 4 V w I\ I � � .N. x• a � I O INSTALL ISOLATION VALVE ASSEMBLY Q s-el +' du M1, (h \', H .\ I INSTALL AUTOMATIC CONTROL 1 _ © VALVE ASSEMBLY L4.5 x -�•� __.._ 4`EL H• isL z.y x• x' rsI x' VALVE?_s<__. ._ x• ra / - INSTALL QUICK COUPLER -- — --��_ __ ---_ — 41 L4 5 < rsL y/—' .. H, y_ �_ O VALVE ASSEMBLY DRAIN 5 ----- -- - � ✓. �� 9 VALVE ASSEMBLY -- I. L4.6 I -- -- EQUIPMENT WITHIN RIG Q „ ��. INSTALL SPRAY HEAD- 5 L —————————— EOUIPMEM(THIN RIGHT-OF-WAY �O'\ 1 .5. SWING JOINT ASSEMBLY L4.6 1 I y \ ,� •� 0 INSTALL IRRIGATION PIPE BOOT Z L4.6 i MATCHLINE STA 0+79 SHEET NOTES SEESHEETL2.3 1. SEE SHEET L2.0 FOR IRRIGATION SCHEDULE AND NOTES. a {ggg� e R 0 20' 40' SCALE � CONSTRUCTION DOCUMENTS CITY OF TIGARD SHEET Revisions and Addendums wacuENlamclwt: PUBLIC ERINGDVISIO DEPAR t �+ Descrilion Deie No. B e�miia�aau«mx PUBLIC WORKS DEPARTMENT L2.2 ae �J • Addendum#2 zv1+ro4 WS �o� , n�B B� �nW S.W.OOREGON 7223 MAIN STREET PHASE 2 IMPROVEMENTS 8O TaM� vmaq=Ml F" OREGON 0752 F.Mi�M1ael FaM1a GF ((II{(( oxscon P^sem SB2 MICE.,,503-639-4171 �W ..TIGARD-OR.GO52 9'1 a ONE INCH j srgp� ARS` 44dIRRIGATION PLAN FILE No DESIGN:RT DRAWN:RT CHECK: N5 PROJ.NO: 97017 BID ON: rn r\ 1i W IRRIGATION RESTORATION- 1 I ? E)(TENTS MAY TO CONSTRUCTION'VERIFY PRIOR 1 1 I , U W � � � •:�__ ____ ,-. I.. ti •C (Citri %e'o'C. ^'or• 1;�1^F '... .,�`�-� 1 - ¢I -- -- --- KEYED NOTES INSTALL IRRIGATION PIPE IN PLAMINGAREA L4.4 TYP _ �_ -� /gam - - - INSTALL IRRIGATION PIPE AND® SLEEVE(UNDER PAVEMENT) L4 4 SW SCOFFJNS ST I' SWINGINSTALJOINT AHEAD- e 4 TYP � SWING JOINT ASSEMBLY r� r - a -- __- SHEET NOTES I C7 --------- 0 -- 1. SEE SHEET L2.0 FOR IRRIGATION SCHEDULE AND NOTES, I r _ I I 2. SEE SHEET 1.2.2 FOR OVERLAPPING IRRIGATION I INFROMATION. e 41y Y EBE 6, x 8 Y gtB' 1 �1 t 2 C= e8 0 23 IW SCAL fff ��r''' CONSTRUCTION DOCUMENTS x}pn, . Revlsbns and Atltlentlums CITY OF TIGARD SHEET QST uxwov um¢rnu ENGINEERING DVISION Dearii tion Date No. B uxxolFaPNru max PUBLIC WORKS DEPARTMENT L2.3 „x °•.,�,.,m 3!115 S.W. H4L SLM.. MAIN STREET PHASE 2 IMPROVEMENTS 81 rP. xPK Pn ramxt} 4QCE.• �! OF Na50l-al11 (9 O Fa SW D}]]p AX-' 503-61/-0731 94 j. 10/31/1980 F jj """"G'"°-°R4°� IRRIGATION PLAN FILE NO F! ONE INCH(REF) 'rCgpE A� ` DESIGN:RT DRAWN:RT CHECK: N5 PROJ.NO: 17C/P- BID ON: PLANTING SCHEDULE PLANTING NOTES 1. PROVIDE PLANTING SOIL MIX AND STORMWATER SOIL MIX TO THE COMPOSITION AND DEPTHS TREES IN ACCORDANCE WITH THE PLANS,STANDARD SPECIFICATIONS,AND SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS. SYMBOL BOTANICAL NAME COMMONNAME SIZE B TYPE SPACING OTY 2. INSTALL ALL PLANTS IN ACCORDANCE WITH THE PLANS,STANDARD SPECIFICATIONS,AND SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS. _ ACER FREEMANII AUTUMN BLAZE 2'CAL,BAB ASSHOWN 9 + 'JEFFSRED' FREEMAN MAPLE 3. INSTALL BARK MULCH ONLY IN NON-STORMWATER PLANTING AREAS. ACER FREEMANII ARMSTRONG MAPLE 2'CAL,BAB ASSHOWN 8 4, PLANT QUANTITIES ARE LISTED FOR CONVENIENCE ONLY.ALL COUNTS SHALL BE VERIFIED • /\/\��/\/\�— 'ARMSTRONG' MAPLE PRIOR TO INSTALLATION.IN THE CASE OF A DISCREPANCY BETWEEN THE SCHEDULE AND THE PLANS:PLANTS INDICATED ON THE PLAN SHALL SUPERCEDE QUANTITIES LISTED IN THE CARPINUS BETULUS PYRAMIDAL EUROPEAN Y CAL,BAB ASSHOWN 2 SCHEDULE. 'FASTIGIATA' HORNBEAM 5. UTILITY LOCATIONS SHOWN ON PLANS MAY DIFFER FROM FIELD CONDITIONS.FIELD VERIFY v ALL UTILITIES PRIOR TO INSTALLATION,CONFLICTS BETWEEN ANY EXISTING AND PROPOSED QUERCUS BICOLOR SWAMPOAK 2'CAL,BBB ASSHOWN 9 UTILITIES ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY.MAINTAIN AMINIMUM 5'HORIZONTAL DISTANCE FROM UNDERGROUND UTILITIES AND TREES. SHRUBSIGROUNDCOVERS 6. PLANTS INDICATED WITHIN STORMWATER FACILITIES DESIGNED WITH PERMANENT POOLS OF WATER OR FACILITIES ANTICIPATED TO BE FREQUENTLY INUNDATED SHALL BE ENTIRELY SYMBOL BOTANICALNAME COMMONNAME SIZE&TYPE SPACING 07Y DEWATERED PRIOR TO PLANING o CORNUS SERICEA'KELSEYI' KELSEYI DOGWOOD 1GAL CONT ASSHOWN 420 7. CONTRACTOR SHALL PROVIDE A TWO YEAR PLANT ESTABLISHMENT MAINTENANCE PERIOD FOR ALL INSTALLED PLANTS. • — HELICTOTRICHON BLUE OAT GRASS 1GAL CONT ASSHOWN 78 SEMPERVIRENS — IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL CONT ASSHOWN 219 INSTALL 3 PLANTS PER SYMBOL AT 8'x SPACING(ACCENT PLANTS) Q ROSA X'RADRAZZ KNOCKOUT ROSE 3 GAL CONT ASSHOWN 85 SPIREA BETULIFOLIA GLOW GIRL SPIREA 3GAL CONT ASSHOWN 40 TOR GOLD' o SPIREA JAPONICA'WALBUMN MAGIC CARPET SPIREA 3 GAL CONT ASSHOWN 241 CAREX MORROWII'ICE DANCE ICE DANCE JAPANESE SEDGE 1 GAL CONT 15'OC 1,293 X MONOUD' GOLD DOUBLE 1GAL CONI 24'OC 577 X MONOLD' GOLD DAYLILY +I JUN(XIS PATENS SPREADING RUSH 1 GAL CONI 18'OC 246 �0000000000o MAHONIA REPENS CREEPING MAHONIA 1GAL CONT 18*OC 713 0 0 0 0 0 0 ® URIOPE'BIG BLUE' BIG BLUE LIRIOPE 1 GAL COM 12'OC 837 MISC SYMBOL DESCRIPTION A ROOT BARRIER f— i §, I STORMWATER PLANTER I BARK MULCH BEC BV A� �g t aFF! @5 CONSTRUCTION DOCUMENTS Revisions and Addendums Q�GISTEa Desa tion Date No. B E NGINEERING CITY OF TIGARD SHEET �O uxWRMEvart[ w[ FMnaE Um!i PUBLIC 5 S.WVORKS DEPARTMENT 23.0 �U,lRW ��Q�y[�[\ I� C °sE °,w�,� 55.W. NA[ BYD. MAIN STREET PHASE2 IMPROVEMENTSez F..Fc � lmfe- PFsa� a MICE O]ISI3 Q94 10J31/198B � KWARD-W. PLANTING SCHEDULE AND NOTES FILE NO ONE INCH(REF) 04PE ARCS` DESIGN:VS DRAWN. VS CHECK: RT —0 BIDON: o DO NOT INSTALL PLANTS BEYOND 7+ D BACKFILL VOTH PLA TREEING AND y+ 1 MIN 2 ROWS OF GROUNDCOVER PLANTS-TYP BACKFILL WITH ZE METHOD SOIL MIX(UTILIZE METHOD'B' n BACKFILL WITH PLANTING SOIL MIX AT EXISTING MATURE TREES PLANTING AREA PREPARATION) i i 9 + (UTILIZE METHOD'B'PLANTING AREA PREPARATION) o V 1 TYP N TYP(j> •• -_._ ._•'+ .� � . ,....;. s�,:..- .� _ - --- --- �'•' r ; :• v N ':, • M KEYED NOTES / 1—z II- 6 TYPO 2 TYP _ 3�4 TYP\ C TYP 7 8 0 I co Lu lO INSTALL PLANTING SOIL MIX L4.7 2 0. $INM/1/N$ ~— �— I 2 = O2 INSTALL STORMWATER SOIL MIX 0..1. 2 TYP TYP 9 � L4.7 SIMO SIMO J W O BALLED AND BURLAPPED - - -i PLANT DECIDUOUS E 3 eINSTALLTREE STAKING -L4 7 INSTALL ROOT BALL STABILIZATION . 4. L4. 7 PLANT SHRUBPLANING 6 CONTAINER L47 PLAN GROUNDCOVER PLANTING___ -__-_-_I 6 TYPP® CONTAINER L4.8 10 TYP PLANT TYPICAL PIAN SPACING 2 L4.8 I 3 PLAN ACCENT PLANINGS L3 1 y INSTALL ROOT BARRIER 4 L4.8 SHEET NOTES 1. SEE SHEET L3.0 FOR PLANTING SCHEDULE AND NOTES. H 1 s' Spyy� i)Eg 2 a- a zo Ia 6e F a� SCALE 1 _zo CONSTRUCTION DOCUMENTS F G�STgp� Revisions and Addendums ENGINEERING DVISION CITY OF TIGARD SHEET "d Desert tion Data No. B VX08 """"ErnaE L3.i �,F� EXNRgYENIK CffpM PUBLIC WORKS DEPARTMENT T�1� 1,=EER.b.ORPI RCARD, .W. �1�.P�. MAIN STREET PHASE 2 IMPROVEMENTS 83 P.P.m,�boel RAP. Ph MO %12 1' WjG ., OREGON 4175 OF r �/� �D�` -ROOM l"/CE. 5oJ-6J9-1 94 y OREGON �� o Fu 59J'@E�l FAX: 503-621-0]57 St 10(31/1988 InE"'""�Wm• "•"'" 0RG01" PLANTING PLAN FILE NO dE ONE INCH(ReF) rgpE ARCS` DESIGN:VS DRAWN: 4 CHECK: RT PROJ.NO: 17CIP-0 BID ON: I , I MIN 2 ROWS OF GROUNDCOVER PLANTS-TMP I REPLACE PLANTS DAMAGED PL REMOVED BY 1 TMp I CONSTRUCTION WITH SAME PLANTSPECIES ___ _ _ 9 ________ _— T o a o 0 0 0 0.000 - - - t• 1.... I._I. O ,-y+, a -.�, \ _.. y Ir... Y J�_ _- _- \.L-r _ o \ ;'�xrt - _ _�o s�,.._._ LLl �� 2 TYP 7 TYP SW MAIN ST TMP 8 8 - -�- 3 ®TMP KEYED NOTES 00 TMP 10 - �i 0 INSTALL PLANTING SOIL MIX L4.7 Z I E TYP 3 ®TYP 72 8 TYP 8 TVP 1 TYP 2 TYP . —1" O INSTALL STORMWATER SOIL MIX L47 _ - i— I .. r� PLANT DECIDUOUS TREE- 3 C-) BALLED AND BURLAPPED L4.7 TYP 1 \ (o ..� 4 ____ ® INSTALL TREE STAKING c U19— CLAM SHRUB PLANING- e ONTAINER PLANT NDCOVER _J� ��...v-._<____ .. II 7 ( TI 11__ •2�y / � ``4 ' OO OCPMINGOMAINER ! __-_ _ ___________ ' PLANT TYPICAL PLANT SPACING eL4.8 e �BL----------- O IPLAACCENT PLANTINGS 3 L4.8 INSTALL ROOT BARRIER 4 L5 MATCHLINE STA 0+79 SEE SHEET L3.3 SHEET NOTES 1. SEE SHEET L3.0 FOR PLANTING SCHEDULE AND NOTES. �F8F i 3E, 2rJ' �p 8 02040' s SCALO�d� CONSTRUCTION DOCUMENTS Revisions and Addendums F� nv� ENGINEERING DVISION 00 Description Date No. B CITY OF TIGARD SHEET a EM1•dEIB11K NAlmI PUBLIC WDRKS DEPARTMENT L3.2 ,,,�i �rJ • Addendum#2 21/11/04 W5 'r�0 M MAIN STREET PHASE 2 IMPROVEMENTS 6tl f,`/IIMM/FSM. V��UV +iosE u.i sl.sw:im nGAR sIr GONN 722 84 dd PMM]OR9TLI1 �., c.mKlueiP�a Pn:5Qf msmz WC�0•IM 503-638 1]]13 OF ] y OREGON O Fg�� FAX. 503-BN-0757 94 10/31/199tl WORM iii�� E.E6mmmosi �s E.,. � � ' www.rrcna°—ORGOV PLANTING PLAN FILE NO tF ONE INCH(REF) r9pg pRG�' DESIGN:✓S I DRAWN:VS CHECK: RT PROJ.NO: 97077 BIDON: rn N \ -T 7 ; M I R 1x _I co w ow II Z = I co o i `► = W N� I iF. .� o j 1 I y KEYED NOTES �3 2 � INSTALL PLANTING SOIL MIX L4 7 a I I I y j B 6 nP 1 T1P _ PLANT 1 _ © CONTAINER BPLANTING- L47 Typ 7 8 SW SCOFFINS ST PLANT GRWONTAIN R e ----- OT PLANTING-TYPICAL PL NT Lq,g PLANT nPICAL PLANT SPACING L4.8 e PLANT ACCENT PLANTINGS Lag ____ ------- ------- I I ri s n i SHEET NOTES i I I. SEE SHEET L3.0 FOR PLANTING SCHEDULE AND NOTES. l I 2. SEE SHEET L3.2 FOR OVERLAPPING PLANING INFORMATION. k 9 n s sa s r� (4' t pB 0 20 40 5aF SCALE 1-=20 9 CONSTRUCTION DOCUMENTS yyy y(,tsTpn. Revisions and Addendums _ WN0 GINEERING DVISION CITY OF TIGARD SHEET p 4�'- `• Oestri tion Dete No. uxmaFs,ucelernWn LJJ &P exxewrFHru mnlLIC WORKS DEPARTMENT xcstra.�a sr+m5 SW H BLPO. 85 P 6PPr, .0RE610N9722J MAIN STREET PHASE 2 IMPROVEMENTS r. FHs:hael PaM1a vn smmsslzE 303-639-4171 OF y os6c0x C ?, to1a+/lsee ca SmPn am 503-6'24-0752 94 f °`'"°-oR.�P PLANTING PLAN FILE NO ONEINCH(REF) CgpE AR(^Z` DESIGN:VS DRAWN: VS CHECK: RT -0 BID ON: CIP CONCRETE WALL LAYOUT END POINT MORTAR SETTING BED WrG SKATE E. —_I 4 L4.1 ADETERRENT-NP \\ PRECAST CONCRETE CAP-TYPE L4.0 ADHERED `\ PRECAST 1 TYP 1 STONE VENE RN(AMSV) TYP `LAYOUT END POINT 1 I 1 1 CONCRETE CAP 1 314• r - STONE VENEADHERED ER (ACTURED EDGE OF CONCRETE PAVING- I � JOINT(BED JOIMI I (/��J STONE VENEER(AMS1�•NP I Z 1.3 I Y INT)-NP \ _ SEE CML PLANS I I POINTING MORTAR-NP L4.0 Y CIP CONCRETE WALL w MANUFACTURED `�� PA I ADHERED III, '� —N ENEER(AM"-TYP ALIGN EDGE OF CONCRETE 1 MANUFACTURED STONE I• I °d w r- x- VENEER(AMSV)-TYP FO,. 101 >y TE SIDEWALK- PAVING WI FACE OF AM SV-TYP � I f MORTAR JOINT �� 11 I PLANTING SOIL MIX PLANSN L4.7 SKATEDETERRENT(BEDJOINT)-NP ; /i MORTAR SCRATCH COAT BETWEEN PRECAST 2' 3 FG CONCRETE CAP WITH a _ _ SKATE (2)#4 VERT REBAR @ CLR L4.0 TOP OF BARK MULCH MORTAR JOINT / w t I L4.1 DETERRENT•NP 18'OCMIN TYP CIP CONCRETE WALL-BEYOND I•` ,1 I To� DENSE-GRADED AGGREGATE CIP CONCRETE WALL __--- -- w — ---I — I (10)#4 COM HORIZ REBAR COMPACTED SUBSOIL I r I _ V-2' #4 REBAR TIE@12'OC SECTION'A' ELEVATION*B* LAYOUT END POINT 1 PLAN'C' PAY LIMIT f LAYOUT ENDPOINT MANUFACTURED STONE VENEER SEATWALL SCALE:1'=14 SECTION I ELEVATION I PLAN 0' 3' 6' 12' TW L41 SKATE DETERRENT r ADHERED MANUFACTURED CIP CONCRETE WALL 1B `�"a E N. 314'CHAMFER-TYP MORTAR$ETTING BED AND L4.0 STONE VENEER(AMSVJ-TYP v "'`-'� 11B'X1/8'COM DRIP EDGE MORTAR SETTING BED AND SCRATCH COAT SCRATCH COAT n• MORTAR JOINT(BED JOINT)-NP - PRECAST CONCRETE CAP ADHERED MANUFACTURED COORDINATE HOLE DIA WITH 3h8'COMPRESSIBLE FILLER W/ STONE VENEER(AMSV)-TYP 1112' 3 �* BACKER ROD AND JOINT SEALANT S- TYP TYP PRECAST CONCRETE CAP yy MANUFACTURER FG a (EXPANSION JOINT) -� 1 1n'DIA X 4'STAINLESS STEEL SECTION'A' A 314' Z DOWEL WI NON-SHRINK GROUT- CONCRETE SIDEWALK-SEE CIVIL PLANS a PLANTING SOIL MIX TW SKATE 4 PER CAP(2 PER END CAP) L4.7 L4.1 •Ts., CIP CONCRETE WALL DETERRENT •• 1•i n CIP CONCRETE WALL LEDGE SUPPORT 7Yp 4 314'CHAMFER NOTE, { °• FOR ADHERED MANUFACTURED STONE PRECAST CONCRETE CAP I AGGREGATE BASE-SEE CIVIL PLANS VENEER UNITS I 1 PRECAST CONCRETE CAP-TYP SHALL MATCH DESIGN 6 q• 3' PI I MORTAR JOINT REFERENCE SAMPLE. 11T DIA X 4'STAINLESS STEEL DOWEL-BEYOND ELEVATION'S' ADHERED MANUFACTURED STONE VENEER e 4 r 4 �1 MANUFACTURED STONE VENEER AT PAVING SCALE 3'=r-B' MANUFACTURED STONE VENEER AT PLANTINGS SCALE 3'=1'-0' e1 PRECAST CONCRETE CAP SCALE 3'=l'-D' L SECTION 0' 1' 2' q• SECTION 0' 1' 2' 4' `F SECTION/ELEVATION 0' 1' 2" 4' !p' 1Zd G� 2j z. yy61 5� CONSTRUCTION DOCUMENTS Revisions and AtldeMlunS hIXMCM1PE uhcxirtnOnEENGINEERING _G(41STc0 Desai tion Date N0. B EIMXgYEIrtN OEEIWIWNO BLIC WORKS DEPARTMENT CITY OF TIGARD SHEET O° E[ �`�] „°�N•°u.N,,•,� 'SWWL &M.. MAIN STREET PHASE 2 IMPROVEMENTS 86 t /Oaz�e//►' Fonrq ansrmaR0. OREGONGJ—fIM 97I7f OFMichael FaM1a [[.......� W aY`ae[`V\031/19 ( Pw,= 3E.'503-639—Illiy � 10131/base t< ° F'"��T®3 503-621GOV 94.TM1/m—OR.GUpONEINCH(REF) all AR `F � SITE DETAILS FILENODESIGN:W5 DRAWN. VSCHECK: RT -0 BIDON. i SKATE DETERRENT-TYP 1-0'L 71-07ffi' 1'-6318' FACE OFSEATWALL- NOTES: i CONCRETE CAP LAYOUT PLAN DIMENSIONS ARE SHOWN FROM CONCRETE CAP L4.1 BELOW CENTER TO CENTER OF TYPICAL N'GAP BETWEEN CAPS.CONCRETE 1 SCHEDULE EQ EQ EQ CAP SCHEDULE INDICATES ACTUAL CONCRETE CAP DIMENSIONS. w 4 I A 12. SEATWALL ORIENTATION IS SAME AS PLAN SHEETS. 2 CAPID LENGTH WIDTH SKATE DETERRENT I FACE OF SEATWALL-BELOW L4.1 A 115'8' 1'fi' IA F F F E CONCRETE CAP JOINT w- I Lq.O PRECAST CONCRETE I "� SPACE-SEE NOTE B 2-1518' 11-V CAP-TYP i i i I I o i'-D' 9'-1117 1'-0' 1'-0' 3'-6' R o D l w C 1'-9 SIB' 1'$ MORTARJOINT-TYP I EO EO EQ EQ EO EQ D 2.5718' 11-6' w w SKATE DETERRENT-TYP 2 I - - -- W B i i i Lq.1 D I IQi F G G G _._.G_ A I $ �A _ _ H_ H A E 1'-6. 11-V I ---- -I _ _-- _ _ C F 2.3102' 11-6' V, I TT I 4 i E i i i i i G 2.2 98' 1'-V e E C C C Al MORTAR JOINT-TYP I 0 -- --- --- -- - ° 4 SEATWALL'Cl' SEATWALL'C2' EQ EQ EQ PRECAST CONCRETE CAP-TYP I L4.0 w SEATWALL'B' A I § SEATWALL'A' 1'fi 34Y S'-7118' i'-0' -- NORTH � CONCRETE CAP LAYOUT SCALE:3B'=1'-0' 1 PLAN 8' 8'16' 37 NOTE INSTALL SKATE DETERRENT BETWEEN EACH PRECAST TREE ROOT BALL-BELOW CONCRETE CAP PANEL. GRATE FRAME TYPE'R" 4 (AT CURB) 640 _ _ STAINLESS STEEL SECURITY PL42L4 2PL 1/4'STAINLESS STEEL SKATE BOLT-PER MANUFACTU2ER DETERRENT WITH BRUSHED FINISH8'-0518'z CURB AND GUTTER-SEE --- ------ EASE EXPOSED EDGES CML PLANS TIN R47 — — — — — --- + I° '1 a « I L32 SCORE JOINT-TYP 1 LSD PRECAST CONCRETE CAP L4.2 4 I I L ` 4 ROOT BARRIER AV - - TREE GRATE CONCRETE CURB L4.B - I L GRATE FRAME TYPE'S' AND GUTTER- 112' ,_ - 11+ - (AT CONCRETE SIDEWALK) SEE CIVIL PLANS S V-0112' "- I-------- --- - I BALLEDDECIDUAND I I L4.7 BALLED AND Ir EDGETHICKENED CONCRETEBELOW I ROOTBURLBALL SIMILAR EDGE AT FRAME-BELOW I I � I S ROOT BALL ROOT BARRIER-BELOW I Lq.7 LAYOUT CENTER POINT I \/ STABILIZATION 8 SKATE DETERRENT SCALE 3'=,'-0' TREE GRATE SCALE:117=1'-0Om ^ TREE GRATE CROSS SECTION SCALE:,'=,'-0 2 L SECTIGN l J / PIAN `f / SECTION T. 0- 1- 2- 4- �/ 0' 6' 17 24' `/ D' 3' 6' 12' !1 L {g 1� e+ Bpe� �M FI CONSTRUCTION DOCUMENTS [ Revisions and Addendums I ENGINEERING DVISION Description Dale No. B EXMµa1 LLo�EsvEw� PUBLIC WORKS DEPARTMENT CITY OF TIGARD SHEET T� +� �/ • Addendum 21111/D4 1 AS 1(�� Yu rr w-� v lio�us,si.s im TI rGR0.50REGON 9MIJ 80F MAIN REE PHA E2IMPROVEMENT F,MAIN Naha P 103 a3%t] YOKE.'50.1-6J9-4171 DRF4DN O %n vem]Ht FAX: 50J-624-0752 94 �. 1D/91/1988 o Em•��D—M� � w Ypa4Ro-okcov ONE'"`EF' all ARS` SITE DETAILS FILE NO DESIGN.WS DRAWN: VS I CHECK: RT PROJ.NO: 97017 81D ON: COORDINATE DIMENSION WITH GRATE TYPE'S' ANGLE PERIMETER FRAME TYPE'S'- CONDITION FOR A LEVEL TREE GRATE 114"LI SIZED TO COORDINATE WITH GRATE INSTALLATION THICKNESS THICKNESS #3 REBAR EMBEDMENT ANCHOR TREE GRATE '� - + .++ , TREE GRATE FG ANGLE PERIMETER FRAME TYPE R' < •a •• Pyr - �a a B f l J •e TOOLED • F PL 114'X 2'X 2'TAB / e CONTRACTION JOINT . CONCRETE SIDEWALK-SEE CML WI9A6'HOLE FOR ANCHOR•INSTALLED a ,• s PLANS PER MANUFACTURER INSTRUCTIONS a . 0. • a 112'DIAX4 V2'LENGTHSTAINLESS a. STEEL WEDGE ANCHOR EA TAB o BARK MULCH ° a BARK MULCH . • ,., ••' CONCRETE SIDEWALK- • CURB AND GUTTER-SEE CML PLANS ° SEE CIVIL PLANS AGGREGATE BASE•SEE CIVIL PLANS - �� CONSTRUCTION LEDGE-7 MIN ROOT 4 a• °, 6 BARRIER 14.8 8' 4' FLEE G.RATE FRAME CONNECTION CAST SGALE 3 =,'-o � TREE GRATE FRAME CONNECTION - ANCHORED SGALE:3=,'.6 �� RE JOINT SECTION 6' 1' 2" 4' L SECTION 0' 1' 2' 4' J SECTION NOT TO SCALE ADJUST RUN OF SCORE JOINTS VAR-SEE PLANS AS REQUIRED TO ALIGN WITH WHEELCHAIR ACCESSIBLE TRANSVERSE JOINT-TYP UTILITY BOX UTILITY BOXES LONGITUDINAL JOINT-TYP TRANSVERSE JOINT-TYP SPACE•YX TMIN� 3 i h a LONGITUDINAL JOINT-NP TREE GRATE w I = 4 OED RUN EORUJOFJOINTS EO RUN OF JOINTS yz ART 1'-6't L4-1 CONCRETE CURB AND L4.3 PLATFORM TYP GLITTER-SEE CIVIL PLANS METAL . • •• - - L4.3 BENCH § ' 3 SCORE JOINT-TYP 3%0 I L4.2 w TYP PROVIDE SCORE JOINT AT GRADE BREAK-SEE 6-0't 4 FLAG POLE 5 - - I CIVIL PLANS UTILITY BOXF 7 TYP S FLAGPOLE SLEEVE SLEEVE L4.3 CONCRETE SIDEWALK- PLANTING - PLANTING AREA(PA) L4.3 CONCRETE CURB- EQ RUN OF EO RUN OF ED RUN OF SEE CIVIL PLANS AREA(PA) SEE CIVIL PLANS JOINTS JOINTS JOINTS CONCRETE DRIVEWAY• L/2 SCORE JOINT-TYP PROVIDE SCORE JOINT NOTE. SEE CIVIL PLANS AT GRADE BREAK-SEE ALL TRANSVERSE JOINTS SWILL BE CIVIL PLANS ADJUST RUN OF SCORE JOINTS AS PERPENDICULAR TO CURB LINE AND ALL SIDEWALK AND DRIVEWAY PATTERN REQUIRED TO ALIGN WITH UTILITY BOXES FURNISHING ZONE PATTERN LONGITUDINAL JOINTS SHALL BE PARALLEL TO q' CURB LINE UNLESS INDICATED OTHERWISE. TYPICAL CONCRETE SCORING PATTERN SCALE 114 =1'a b `4 PLAN Ea IF 1' 2 4' fq' f1 t R= N" aF Revisions CONSTRUCTION DOCUMENTS �kSTEp ENGINEERING DVISION CITY OF TIGARD SHEET �Q Descnpti3n Date No. By �I°a 'aina PUBLIC WORKS DEPARTMENT L4.2 �IJT255.W �L&W.. MAIN STREET PHASE 2 IMPROVEMENTS 88 r F.Mleluel AFe !.. "//��.//►• wnaiq atwmt VOXE, OREGON 97223 onecoN �', {-/{-/(V7.VVK r«smmw�a FM. 5336 54907th OF p 7 �o/3�/IBee ° �� FAX: 50.7—OR.So52 94 22 �iP Emar.Negyeaxatgmm T/GIRO—OR.G3V d! ONE INCH(REF) CgpE ARS SITE DETAILS FILE NO DESIGN:WS DRAWN. l6 CHECK: RT PROJ.NO: I7CIP—O eID ON: NOTES: EXISTING SALVAGED AND NOTES: 1. ALIGN BENCH WITH BACK EDGE OF RESTORED BICYCLE RACK 1. MAINTAIN 17 CLEAR MINIMUM FROM BUS SHELTERS CONCRETE SIDEWALK. (4)112'DIA X 3117 LENGTH AND 6'CLEAR MINIMUM FROM EDGE OF PAVING. 2. METAL BENCH STYLE VARIES I SSTL PIN HEX BUTTON HEAD 2. ORIENT DOOR OPENING AWAY FROM PLANT BEDS. (BACK OR BACKLESS). WITH DROP-IN ANCHOR 3. PROVIDE THICKENED CONCRETE SIDEWALK IF MANUT ANCHORS REQUIRE DEEPER PROFILES. EXISTING SALVAGED AND RESTORED EXISTING FLANGE-TYP METAL BENCH-SEE NOTE EQ EC MANUFACTURER PROVIDED Q LAYOUT CENTER/MIDDLE POINT ANCHOR BOLT(S) PLAN 4'-0.3 LAYOUT CENTER POINT UTTER RECEPTACLE LAYOUT CENTER/MIDDLE POINT WITH DOOR EXISTING SALVAGED AND C RESTORED BICYCLE RACK 112'DIA X 31IC LENGTH STAINLESS STEEL 1Y2'DIA X 311?LENGTH SSTL CONCRETE SIDEWALK- PIN HEX BUTTON HEAD WITHIN STAINLESS PIN HEX BUTTON HEAD WITHIN SEE CIVIL PLANS FG STEEL DROP-IN ANCHOR-TYP SSTL DROP-IN ANCHOR-TYP FG CONCRETE SIDEWALK-SEE GVIL PLANS FG I - - =' MANUFACTURER PROVIDEDANCHOR EQ ED °. ••a CONCRETE SIDEWALK- SECTION I ELEVATION BOLT(S) SECTION SEE CML PLANS C [ 4 PLAN R30TTOM1 �1 METAL BENCH ScALE:1'=r-o n BICYCLE RACK SCALE:V 1'41 SLITTER RECEPTACLE SECTION/ELEVATION D' 3' 6' 12' L PLAN/SECTION v SECTION I ELEVATION/PLAN NOT TO SCALE NOTE: PROVIDE MEDIUM BROOM FINISH PARALLEL TO LAYOUT CENTER 1 MIDDLE POINT SIDEWALK TRAFFIC. ?/i4 1-14'SCHEDULE 40 PVC PIPE FLAG POLE 314'CHAMFER-TOP FG VERTICAL SLEEVE HORIZONATL EDGE ONLY ADJACENT PLANTING AREACONCRETE SIDEWALK- t • ° SEE CIVIL PLANS �— �.• i \ •• •1 ( d (3)04 RERAR TIES-3'CLR • ,. a a 2-6'SQUARE CIP CONCRETE 3/8'DIA DRAINAGE HOLE a ART PLATFORM ° �-— - — -+• AGGREGATE BASE - COMPACTED SUBSOIL g ART PLATFORM scALE.r=r-o �1 FLAG POLE SLEEVE SCALE 3'=r-D' g `"r SECTION 0" 3" 6' 12' J SECTIOiJ 0" 1' 2' 4' lye t K� llqtg R CONSTRUCTION DOCUMENTS S Revisions end Addendums SHEET wloecrEewyanEcrvnEWNCI GINEERING DVISION CITY OF TIGARD 4 � Desai lion Dale No. B �� ElrnsarExfa oEvsnLIC WORKS DEPARTMENT L4.J MAIN STREET PHASE 2 IMPROVEMENTS lac sE Fansi..ane loo5 S.W. F L BLVD 89 F.MIRueI HEa FMYiq ORB]$leRD, OREGON 87223 OREGON Fn ROMM11E 503—&59-11]1 2 r9 OF 1• aoIEvlYee �Ev ° Amar �w 503-61{-0]52 J4 6mmisimniiI nc°RG-OR.GOv le ONE INCH IREF) rCgpE A��` SITE DETAILS FILENO DESIGN:WS DRAWN: L5 CHECK: RT -0 BID ON: NOTE: NOTES: NOTE:INSTALL BACKFLOW PREVENTOR PER BACKFLOW PREVENTION DEVICE MAINTAIN IOXPIPE CIA WATER METER-SEE CIVIL PLANS 1. ALL WIRES SHALL BE CODE AND REQUIREMENTS OF PREVAILING (CROSS CONNECTION CONTROL DEVICE) DOWNSTREAM AND 5X PIPE INSTALLED PER LOCAL CODE. JURISDICTIONS. RECTANGULAR VALVE BOX WITH CIA UPSTREAM CLEAR 3 2. FOLLOW MANUFACTURER'S LOCKING COVER-TOP OF BOX IIP' DISTANCE BETWEEN L44 BACKFLOW PREVENTION DEVICE RECOMMENDATIONS FOR STAINLESS STEEL EXTERIOR ABOVE MULCH IN PLANING BEDS EQUIPMENT OR FITTING MOUNTING INSTRUCTIONS. CONTROLLER ENCLOSURE INSTALLATION FROM FLOW FLOW SENSOR 3. CONCRETE BASE SHALL FG o MIN PORE INTERIOR CLEARANCE SENSOR AS INDICATED. 3 EXTEND AS INDICATED BEYOND ZINC PLATED STEEL BASE WITH d FOR ALL COMPONENTS PER CODE QUICK COUPLER VALVE CONTROLLER IN ALL STAINLESS STEEL MOUNTING L4.5 ASSEMBLY DIRECTIONS. STUDS SET IN CONCRETE BASE GATE VALVE-LINE SIZE EACH SIDE 4. INSTALLATION TECHNIQUES FROM 31'MIN CLEAR TO FIRST TEE I ELL MAY VARY ACCORDING TO 12' CONCRETE BASE-SLOPE/DRAIN TO EDGES MAIN LINE PIPE TO ZONES SOURCE /L OR PER MANUF INSTRUCTIONS MANUFACTURER Typ ' BOX EXTENSION INSTRUCTIONS. TO SYSTEM FG A w �v�••$o • S • • .• 000• ) o ADJUSTABLE PIPE SUPPORT-TYP lox 5X 5 i < $ UNION EACH SIDE ISOLATION VALVE ASSEMBLY 2- - 1'DIA CONDUIT FOR 120 VAC WIRING FROM ' a L4.4 LINE SIZED) b a .- 8'MIN DEPTH DRAINAGE BACKFILL MANUAL DRAIN ( o m ELECTRICAL SERVICE L4.5 COMPACTED SUBGRADE (4)4 X 8 X 8 MASONRY UNIT-NP VALVE ASSEMBLY MAIN LINE-NP TDIA CONDUIT FOR COMMON AND CONTROL ' r�4 X8 X 8 MASONRY UNIT-BEYOND MASTER VALVE CLEAR DISTANCE RUN-SEE NOTE WIRE-EXTEND TO 5'BEYOND EDGE OF FL THIS RETOW CONCRETE BASE CONCRETE THRUST BLOCK FILTER FABRIC WRAP TO COVER IRRIGATION SUPPLY FROM METER BOXOPENINGS POINT OF CONNECTION (POC) CONTROLLER PEDESTAL MOUNTED _ ro-I BACKFLOW PREVENTION DEVICE ASSEMBLY PLAN NOT TO SCALE L SECTION NOT TO SCALE L J I SECTION NOT TO SCALE NOTES. 1. EXTEND PIPE SLEEVES 24'BEYOND EACH SIDE OF PAVING ORSTRUCTURE,UNLESS INDICATED OTHERWISE. -4— TOP OF BOX 1/2-ABOVE MULCH IN PLANTING BEDS ISROOFING NAIL TO MARK ROOFING NAIL TO TIM 2. PIPE EVE DIAMETER SHALL BEA MINIMUM OF SLEEVE MARK SLEEVE TWO TIMES PIPE DIAMETER(S)IT CONTATINS.NS. � MIN FROM EDGE FG 10'ROUND VALVE BOX O 3. PROVIDE THE FOLLOWING PIPE COVERAGE: 4. OF TRENCH,PAVING rFG 'TRENCH BACKFILL AREA'- FG 'TRENCH BACKFILL AREA'- 24'MINIMUM DEPTH UNDER PEDESTRIAN WALKS; OR FOOTING SEE CIVIL PLANS /;::�::SEE COIL PLANS `V 6'PVC SCHEDULE 40 SLEEVE-LENGTH AS REQUIRED 36'MINIMUA DEPTH UNDER VEHICULAR PAVING JL--[��- PLATTING SOIL MIXTPAVING AND BASE PAVING AND BASE SECURE I WIRE TO VALVE 4, REPAIR TRENCH SETTLEMENT IN OPEN PLANING STORMWATER SOIL ,., ,., ,� (4)STANDARD UNIT PAVING BLOCK AREAS AND RESTORE FINISH GRADES PRIOR TO WARNING TAPE WARNING TAPE-IN TRENCHES FG MIX BACKFILL rTRENCHES UNDER �- '} R UNDER ROADWAYS ONLY I W MIN DEPTH DRAINAGE BACKFILL PLANTING AND MULCHING. 0 0 z MEROADWAYS ONLY 2- 7 ' TRACER WIRE l FILTER FABRIC TRACER WIRETRACER WIRE 'PIPE ZONE'CLASS C LEA - LATERAL UNE c 'PIPE ZONE'CUSS C o CLEAN SAND -GATE VALVE A CLEAN SANG PIPE SLEEVE WITHCROSS HANDLENE SIZE)-WITH RISING STEM AND (NPS) B C D CLASSA BACKFILL PIPE SLEEVE WITH 'EXCAVATED NATIVE MATERIAL -� LATERAL LINE-SEE — ' LITERAL LINE ANO MAIN �4' 6' 4' 8' � TABLEA0LINE-SEE TABLEA IRRIGATION MAIN LINE-DEPTH PER PLANS 4' 10' 4' 8' MAIN LINE BEDDING COURSE BEDDING COURSE B A g PVC SCH 80 MALE ADAPTER-TYR 6' 10' 4' 8' COMMON AND CONTROL WIRE iBUNDLE AT 10'INTERVALS CONTROL WARE IN 8' 10' 6' 10' ( ) PIPE SLEEVE UNDER PAVEMENT- PIPE SLEEVE UNDER PAVEMENT- STANDARD UNIT PAVING BLOCK-NP PUNTING AREA LITERAL LINE ONLY MAIN AND LITERAL LINE SEPARATE 2'DIA SLEEVE r . IRRIGATION PIPE TRENCHINGPIPE TRENCHING ISOLATION VALVE ASSEMBLY �S�C110N NOTNOT TO SCALE 5 SECTION NOT TO SCALE jF§' S� !1 RIP c� 4 s CONSTRUCTION DOCUMENTS t Revisions end Addendums CITY OF TIGARD SHEET lk$ ux°acnPe wc.DEVIuWNO GINEERING DEPARTMENT Description Date No. B ^ cx„•9,•n„u rcscxBLIC WORKS DEPARTMENT L4.4 " ((v� 5SW �LaW. MAIN STREET PHASE 2 IMPROVEMENTS 9O F.MicFael Faha PMxrq ox9>raD, OREGON 9]23 OF WORKS PALE.503.639_<,,, G y oaecon o F•usnm:aa 503-e2<-aw 94 F SU/31/1988 Lf ONEINCH � �sCgpE A� � IRRIGATION DETAILS FILE NO DESIGN.RT DRAWN:RT CHECK: WS OA BID ON: NOTE: NOTE: 10*ROUND VALVE BOX EXACT FITTING REQUIREMENTS, LINE SIZED GATE VALVE EXACT FITTING REQUIREMENTS, GATE VALVE-LINE SIZED 1!7 ABOVE BARK MULCH IN PLANTING BEDS COMPONENT SHAPES AND SEQUENCE COMPONENT SHAPES AND SEQUENCE VALVE BOX-TW OF BOX 1!2'ABOVE MAY DIFFER FROM THAT SHOWN. VALVE BOX-RECTANGULAR MAY DIFFER FROM THAT SHOWN. MULCH IN PLANTING BEDS = QUICK COUPLER VALVE-MOUNT ABOVE BASE COILED WIRE-30'LENGTH " OF VALVE BOX AND ADJUST HT AS WATERPROOF WIRE CONNECTOR-TYP VALVE IDTAG - NECESSARY TO ACCEPT KEY TOP OF BOX 112'ABOVE BARK MULCH IN WATERPROOF WIRE CONNECTOR-NP FILTER FABRIC PLANTING BEDS (4)STANDARD UNIT PAVING BLOCK - COILED WIRE-30'LENGTH I — 6'DEPTH DRAINAGE BACKFILL z FG VALVE ID z FG SCH 80 PVC NIPPLE-3I4'X 8'MIN AUTOMATIC CONTROL VALVE ,. DRIP CONTROL ZONE KR SCH 40 PVC STREET ELL z LATERAL LINE z SCH 40 PVC T X T 90 DEG ELL a F LATERAL LINE UNION-EACH SIDE OF VALVE " SCH BO PVC NIPPLE-31P X B'MIN (4)4 X 8 X 8 MASONRY BLOCK-TYP UNION-EACH SIDE OF VALVE MAINLINE FILTER FABRIC — — (4)4 X 8 X 8 MASONRY BLOCK-TYP SCH 40 ELBOW OR TEE 6'MIN DEPTH DRAINAGE BACKFILL SCH 40 PVC STREET ELL 8'MIN DEPTH DRAINAGE BACKFILL FILTER FABRIC #4 REBAR X 38'LONG-FASTEN WITH(2) MAINLINE MAIN LINE STAINLESS STEEL WORM DRIVE HOSE CLAMPS AUTOMATIC CONTROL VALVE ASSEMBLY DRIP CONTROL ZONE ASSEMBLY QUICK COUPLER VALVE ASSEMBLY I secnoN Nor,oscuL `J sEcnoN N'0Tm6ULE J secnoN xtrcm6lwE NOTE:SPRAY HEAD SHALL BEA MINIMUM TOP OF BOX 117 ABOVE MULCH IN OF 1'AND MAXIMUM OF 3'FROM EDGE PLANTING BEDS OF WALK,PAVING,CURB,OR EDGER. TOP OF BARN MULCH FG 10'ROUND VALVE BOX 6'PVC SCHEDULE 40 SLEEVE-LENGTH AS REQUIRED SECURE I WIRE TO VALVE F (4)STANDARD UNIT PAVING BLOCK W MIN DEPTH DRAINAGE BACKFILL POP-UP SPRAY HEAD ASSEMBLY - FILTER FABRIC IRRIGATION MAIN OR LATERAL UNE-DEPTH PER PLANS z PVC THREADED NIPPLE � Z WC ELL PVC SCH 40-90 DEG STREET ELL ANGLE VALVE WITH - MARLEX-90 DEG STREET ELL RISING STEM AND CROSS HANDLE I--- --- PVC THREADED NIPPLE POLY-PIPE-12'MIN l 36'MAX LENGTH 3'LONG PVC THREADED NIPPLE 1_^V 12"WIDE X 24'DEPTH DRAIN POCKET WITH LATERAL LINE DRAINAGE BACKFILL MARLEX-90 DEG STREET ELL ( FILTER FABRIC � `-------- PVC SCH 40 TEE OR ELBOW $, G MANUAL DRAIN VALVE ASSEMBLY SPRAY HEAD — SWING JOINT ASSEMBLY SECTION N-TTO SCALE l J l SECTION MITY09I is �/ �i Y6�f t� a a: 4� CONSTRUCTION DOCUMENTS Revisions and Addendums CITY OF TIGARD SHEET - _GG�STEDn ENGINEERING DIVISION DCSCnptian Date No. B �N�% ucxrtecruxe 43� ��n n exxaareeriu.oMPR.I ..: PUBLIC WORKS DEPARTMENT L4.5 w „a Na s,��,m13125 S.W f 4 BLW. MAIN STREET PHASE 2 IMPROVEMENTS 91 PmuM oasrne11G1R0, OREGON 87223�.. v.NIFLatl Paha Pn.sv 2225612VOICE. 503-639-417/ OF OAELON WORKS Fu603222m FAX 503-624-0752 94 10/31/1988 ; IRRIGATION DETAILS FILE NO p •C . .ONE INCH(REF) DESIGN:R7 DRAWN:RT CHECK: K5' CIP-0 BID ON: TREE GRATE 4 1l2'BLANK DISTRIBUTION TUBING L4.4 IRRIGATION PIPE METAL DRIP'U`HOLD DOWNS-TYPTRENCHING ROOT BALL FLOOD BUBBLER-TYP 3 LINER TREE WELL BARK MULCH L4.6 ATTACHMENT IRRIGATION PIPE SLEEVE W! 12't PMAIN AND LATER LINES-PIPE FGJ CONCRETE SIDEWALK-SEE CIVIL PLANS __ ------�� SLEEVE TO ENTER BUBBLER-TYP /r ------ -- STORMWATER FACILITY 6'MIN B 4'CUR I 112'BLANK DISTRIBUTION TUBING RISER — _______ TYP METAL DRIP'U'HOLD DOWNS-2 PER SIDEEe ' TEEWI 112'MARLEX 90'STREETELL 1l2'BLANK DISTRIBUTIONTIIBING ROOT BARRIER-TYP --- 7 LATERAL LINE CONNECTED TO WC TEE IRRIGATION SLEEVE CONTROL WIRE IRRIGATION SLEEVE-EXTEND 12'BEYOND STAINLESS STEEL HOSE CLAMP EDGE OF CONCRETE SIDEWALK LATERAL LINE 'PIPE BOOT'WRAP 30 MIL HDPE GEOMEMBRANE LINER TEE,MARLEX STREET ELL AND 112'BLANK SECTION*B* EDGE OF STOWWATER PLANA' DISTRIBUTION TUBING RISER FACILITY BUBBLER AT STREET TREE IRRIGATION PIPE BOOT PL:JJI SECTION HOT TO SCALE L 'LAN NOT TO SCALE TOP OF STORMWATER NOTES: SOIL MIX 1. FOLLOW ALL MANUFACTURER ° ^ INSTRUCTIONS FOR ATTACHING TO CONCRETE OR MASONRY STRUCTURES. '• ,s 2. WELD SEAMS ACCORDING TO MANUFACTURER INSTRUCTIONS. CONTINUOUS CAULKINGSEALANT AT TOP-CUT EXCESS \\ LINER FLUSH PRIOR TO APPLICATION O/ \ 2'X114'DIA STAINLESS STEEL HIT ANCHOR @24.00 MIN TX 1/6'ALUMINUM FLAT BAR-CONTINUOUS ALONG VERTICAL SURFACE E / 30 MIL HOPE GEOMEMBRANE LINER CONCRETE VERTICAL SURFACE ge a M LINER ATTACHMENT J SECTION NOT TO SCALE 22 `kC 9� 21 d s= to a CONSTRUCTION DOCUMENTS Revisions and Addendums SHEET �15TER NnEt1WFAX. LICVVORKSDE AR CITY OF TIGARD �� ' Desch tion Date No. B NMNdYFNlK®eNLIC WORKS DEPARTMENT 2 0.6 �(�In{L� „o 1� 5S..W.. WLELw. MAIN STREET PHASE 2 IMPROVEMENTS 92 r F.MJ[lncl FaLa �c 1D, OREGON 97223 OF . 503—s39-417/ 94 y oRecoN o Fxi St;au aR=- WJ-62{_0752 10(31/1988 pT`GARD—ORdOvONE IN—) CfjIPE AR , IRRIGATION DETAILS FILE NO DESIGN:RT DRAWN:RT CHECK: WS —0 BID ON: NOTES: NOTE: NOTES: A 1. BARK MULCH LAYER IS AN ADDITION TO THE PLANTING SOIL AND IS NOT THE FINISH GRADE. CONFIRM SUBGRADEISUBSOIL IS AT 1. ROOT CROWN TO BE VISIBLE BEFORE TREE IS SET.REMOVE TOP 2. CONFIRM THE SUBGRADEISUBSOIL IS AT THE PROPER ELEVATION PRIOR TO FINAL PLANTING SOIL INSTALLATION. PROPER ELEVATION PRIOR TO OF ROOT BALL MEDIA TO LOCATE IF NEEDED. SEF ROOT CROWN(TRUNK FLARE( 3. SUBGRADEISUBSOIL SHALL SLOPE SUBSURFACE DRAINAGE LINES AND AWAY FROM STRUCTURES,WHERE STORMWATER SOIL MIX INSTALLATION. 2. REMOVE TWINE,METAL BASKET,AND BURLAP ENTIRELY FROM 7 ABOVE FINISH GRADE-SEE APPLICABLE. FG ROOT BALL AFTER TREE IS SEF.BURLAP SHALL BE CUT DOWN TO NOTE 1 AND 3 BARK MULCH BASE OF ROOT BALL(DO NOT FOLD BURLAP(.BURLAP ON BOTTOM :RARKMULCH-KEEP 4'MIN AWAY MAY REMAIN IF NON-SYNTHETIC.ALL MATERIALS REMOVED FROM ROOT BALL PACKAGING SHALL BE REMOVED FROM PUNFING PIT. FROM TRUNKSEE NOTE 3 3. PROVIDE BARK MULCH ONLY AT NONSTORMWATER PLANTINGzAREAS.SET CROWN pF R00T 8ALLAT FINISH GRADEIN REMOVE ROOT BALL PACKAGING STORMWATER FACILITIES. AFTER TREE IS SET•SEE NOTE 2 jw STORMWATERSOILMIX PLANTING SOIL MIX (METHOD'A'PLANTING LIGHTLY TAMP SOIL MOUND ROOT (METHOD'A'PLANTING MEA PREPARATION) BALL TO STMILRE TREE AREA PREPARATION) FG z \ 112 ed PLANTING SOIL MIX/ SUBSOIL PREPARATION DRAM ROCK DYERS- / L4.T STORMWATER SOIL MIX SEE CML PLANS \ / SCARIFY SIDES AND BOTTOM OF •• `'`/••'E'' 'l'`�•^ EXCAVATION DRAIN ROC EXISTING SUBGRADE SUBSOIL PREPARATION• K UVERSJ ROOT BALL TO REST ON STABLE SUBSOIEE CIVIL PLANS (STORMWATER FACILITIES ONLY)- 2X ROOT BALL DIA EXISTING SUBGRADE I SUBSOIL OR BEE CIVIL PLANS RECOMPACTED SUBGRADE/SUBSOIL PLANTING SOIL MIX STORMWATER SOIL MIX ,3 DECIDUOUS TREE - BALLED AND BURLAPPED I SECTION NOTTOSCNE L SECTION KaTT01fME J SECTION NOT70WNE (—VEHICULAR ) NOTE: —2 X2 VERT STAKE-TYP NOTES: TRAFFIC TREE STAKES SHALL NOT / T PRIOR TO PLANTING,REMOVE TREE STAKE-TYP INTERFERE WITH TREE BRANCHES. �t—TRUNN AWAY O H—ROOT BALL DECIDUOUS TREE PUNT FROM CONTAINER AND PLANTING PIT•TYP LOOSEN SIDES BY LIGHTLY TREE TRUNK-TYP DECIDUOUS TREE 2 X 2 HORI2 HOLD DOWN-NP TREE GRATE TEASING OR SCRATCHING SHRUB �� ROOT MASS. WOOD SCREW•TYP TREE TIE-NP (2)2 X 2 HORIZ HOLD DOWN• 2. PROVIDE BARK MULCH ONLY SET CROWN OF ROOT BALL 1' TWO STAKE PLAN WOOD STAKE SET TMIN CUR FROM TRUNK AT NON-STORMWATER 2 X 2 X 8'MIN LONG TREE FRAME p PLANING MEAS.SET CROWN ABOVE FINISH GRADE EXCEPT STAKES SET IN FIRM SOIL Fl INSTORMWATERFACILRIES- OF ROOT BALL AT FINISH SEE NOTE 2 p8 STL WOOD SCREW-TYP GRADE IN STORMWATER TREETIES 'CLR SII FACILRIES FRO MULCH-KEEP OTE2Typ /I I18'MIN �TF; i — I L 3 DECIDUOUS TREE FGFROM CROVM-Sff NDTE 2s zro3 DECIDUOUS TREE-BALLED 1. ALL WOOD AS PART OF I I L4 7 -BALLED AND L4 7ADD BURLAPPED WOOD HOLD-DOWN I I BIAtIAPPED•SIM / F FG METHOD SHALL BE __.____ I I _ UNTREATED AND \ 112 PUNTING SOIL MIX! r INTENDED TO DECAY. z II IT (4)2X2UPRIGHT STAKE- / L47 STORMWATER SOIL MIX It H I SET OUTSIDE ROOT BALL 2. INSTALL HORIZONTAL m AND DRIVEN INTO FIRM I 1 / HOLD DOWNS PARALLEL LIGHTLY TAMP PLANTING SOIL [ WITH LONG SIDE OF -- I/ ll ABELOW EXCAVFIRM AT BASE WHERE ROOT J TREE WELL EXCAVATITIOO N BALL RESTS-DO NOT COMPACT TREE STAKING ROOT BALL STABILIZATION SHRUB PLANTING - CONTAINER SECTION;PLAN NOTTOSCUE J SECTION I P-AA No-IOSCAIF V SECTIOA NOTTONGILE f�7 1� �p e CONSTRUCTION DOCUMENTS �QST Revisions and Aetlend�rns WNO. GINEERING DVISION _�4p� FJ/p� Desui lion Date N0. B �No= A �IP�,P^P CITY OF TIGARD SHEET `F" uMnarexru uuaxLIC WORKS DEPARTMENT 14.7 " �L°3C [ GSI o w.� •,� 55. EWN 722 MAIN STREET PHASE 2 IMPROVEMENTSORKM 93 r, WO0 Pm.a aPCT:" OF P.Mklud Paha Pn wfmx�lE�50JE 6J9-11723 p T 131/1 }y 2. 10/31/19Pa _ 50J-621-0757 94 if ONE iIJOH(REP) �C9pE ARS` " `° °R.COV PLANTING DETAILS FILE NO DESIGN.VS DRAWN: VS CHECIK: RT -0 BIDON: NOTES: EDGE OF PLANT BED OR t PRIOR TO PLANTING,REMOVE PLANT FROM ADJACENT PLANT MASSING \I CONTAINER AND LOOSEN SIDES BY LIGHTLY TEASING OR SCRATCHING ROOT MASS. E C AREA FOR PLANT SPACING ADJUSTMENT OC SPACING _ _ ACCENT PLANTS IN GROUPS OF 2. PROVIDE BARK MULCH ONLY AT TMP r CONTINUOUS EQUALLY SPACED OUTER NON-STORMWATER PLANTING AREAS.SET L L 3AT SPECIFIED SPACING-NP -'�- 'r .F ROW AT EDGE OF PLANTING BED-FOLLOW CROWN OF ROOT BALL AT FINISH GRADE INTHE STORMWATER FACILITE . �GROUNDCOVER-NP / PLANBEDAN L CATS PLANTS ONE-HALF � PLAN AND LOCATE PLANTS ONE-HALF OF ON CENTER DISTANCE FROM EDGE OF \ I O SET ROOT CROWN 1 O ABOVEi. - �< '.�' BEDUNE,OR ADJACENT PLANT MASSING, I UNLESS INDICATED OTHERWISE FINISH GRADE-TYP ( i � TRIANGULAR PLANTING GRID- BARK MULCH-KEEP l'AWAY ALL PLANTS SHALL BE PLANTED AT EQUAL O PLANE ACCENT PLANTS 7� FROM CROWN �, � TRIANGULAR OC SPACING AS SPECIFIED i OFF-CENTER OF GRID I I ON PLANTING PLAN-NP O O }� '�( 2 E� OC 6' - LOCATE PLANTS ONE-HALF OF ON-CENTER •<�'"J.}II�"x' . L4.8 SPACINTYPICAG PLANT 112 SPACING DISTANCE PLUS 6'FROM ANY CURB, SPAgNG-TVP PLANTING SOIL MIX/ a L47 STORMWATER SOIL MIX 1 w SIDEWALK,OR OTHER HARD SURFACE UNLESS INDICATED OTHERWISE \I/ \ Fp ACCENT PLANTS SHALL BE PLANTED EDGE OF PAVEMENT,CURB OR OTHER HARD SURFACE AS INDICATED ON PLANTING PLAN GROUNDCOVER PLANTING— CONTAINER TYPICAL PLANT SPACING ACCENT PLANTING 1 SECTION IIOTToEu— PAN MDT TOFUE PLAN NOT TO SCALE NOTES: 1. INSTALL ROOT BARRIER PANEL PER MANUFACTURER'S TREE TRUNK INSTRUCTIONS. 2, INSTALL ROOT BARRIER FLUSH TREE ROOT BALL-BELOW AGAINST PAVING EDGE AND SET 112'ABOVE FINISH GRADE.DO ROOT BARRIER-6'MIN NOT WRAP PANELS AROUND LENGTH X 18-DEPTH-TYP ROOT BALL OR IMPEDE NORMAL ROOT GROWTH. EDGE OF ADJACENT 3. DO NOT DISTURB ADJACENT PAVING-NP PAVING BASE OR SUBGRADE — — — — —WITH PANEL INSTALLATION. PLANA' B � ADJACENT PAVING N7 ANDBASE-TYP ``��'' BARK MULCH \ FG • a ^,:,SCE PLANTING SOIL MIX H TREE ROOT BALL ROOT BARRIER-V MIN \` LENGTH X 18'DEPTH- '- INSTALL AS INDICATED ON ENLARGEMENT SECTION'S' PLANS-TVP g ROOT BARRIER pp PLANT SECTION WTD fxxa Ft a 'E f�a a� C= CONSTRUCTION DOCUMENTS STER Revisions and Addendums ENGINEERING DVISION CITY OF TIGARD SHEET 40 FQ DeeC1i tion Dete No. B M uxoaeuerxartenuu �/ Y ^��UV eeuuwelnu oeslnl 'PUBLIC WORKS DEPARTMENT L4.8 /N :' w „o uAls.R� 4 13115SORGON 722 MAIN STREET PHASE 2 IMPROVEMENTS 94 Dire "WOR12 ■ .MICE.. oat 9�z 0 OF v nDREUON na Vv 94 r vn.5a+z2258�z V.IC'E.'S.3-639—/1l1 L y oxscon o F.xa za zz9a FAX: 5.3-621—.V Er iota 1!ivee <cz Em,r. v.mm� WN'N:7IGARD—OR.I.V �€ ONEIN—) CAP �� PLANTING DETAILS FILE NO E AR DESIGN. VS DRAWN: VS CHECK: RT I PROD.NO: 170P-04 BID ON: