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PFI2020-00093 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT = COMMUNITY DEVELOPMENT Permit#: PF12020-00093 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 03/19/2020Parcel: SEG3249 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Centuryl-ink National Project Description: SEG 3249/9780 SW Shady Lane.Trench connection approx. 54'between onfiber and level3 vault.then bore an additional 430'west and south placing (4)new 24"x 36" handholes. Class of Work: FEES Type 1 -Utilities(gas, electric, data) Description Date Amount PFI Permit Fee 03/17/2020 $300.00 Owner: Total $300.00 REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tigard-or.gov to schedule inspections online. Contractor: NORTH SKY COMMUNICATIONS LLC 11818 SE MILL PLAIN BLVD SUITE 410 VANCOUVER, OR 98684 PHONE: 3602546920 Applicant: TODD HURD 214 E 24TH STREET VANCOUVER, WA 98663 PHONE: 5034676422 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: � - Issued By: "L Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12020-00093 Type: Condition Name: Status: Severity: PFI_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 10-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m. to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 19-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector,Trent Brickey at 503-718-2686, to establish a preconstruction meeting. PFI_Utilities 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_Utilities 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_Utilities 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports, on a weekly basis,to the City's Inspector. PFI_Utilities 23-MONUMENT PROTECTION Applied Notice Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 28-AS-BUILT DRAWING Applied Notice 1,2,3,4,5 28-AS-BUILT DRAWING 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). 1,2,3,4,5 28-AS-BUILT DRAWING 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). 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—Utilities 31 -OTHER Applied Notice Other RECEIVED MAR 12 2020 City of Tigard pLA CII NG/F TIGARD ENGINEERINGPFI#: 2-MO-00012)ENGINEERING DEPARTMENT 99 Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name: 9780 SHADY � B TYPE 1—Franchise Utility Work Brief description of project: TRENCH CONNECTION APPROX 54' Peed by NWN,PGE, or utility agency BETWEEN ONFIBER AND LEVEL3 VAULT.THEN BORE AN ADDITIONAL ❑ TYPE 2-ROW Sidewalk/Driveway/sewer 430'WEST AND SOUTH PLACING (4) NEW 24"X36" HANDHOLES. Work performed for the purpose of: • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): 9780 SW SHADY LN main line tap ❑ TYPE 3—Full Scale Development Work SE(;;1 32A*Aq TIGARD, OR 97223 performed with land use approval which includes any of the following: • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: Centuryl-ink National • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 214 E 24th St water service area City/State: Vancouver, WA Zip. 98663 ❑ TYPE 4—Small Cell Technology Phone: 503-467-6422 ❑ TYPE 5-Tigard Triangle Email: Todd.Hurd@CenturyLink.eom phone: 503-467-6422 NOTE: Type 1 and 2 applications may be Contact name: Todd Hurd emailed tomnermits(@tigard-orgov. Phone: 503-467-6422 Email: Todd.Hurd@CenturyLink.eom CONTRACTOR INFORMATION ❑ Same as applicant Name: North Sky Communications, Inc CCB Number: 208747 Mailing address: 10860 SW Clutter Rd City/State: Sherwood, OR Zip: 97140 Phone: (503) 949-8195 (Brandon Stavang) Email: bstavang@northskycomm.com ENGINEER INFORMATION Name: Waeco Engineering Mailing address: 18543 Cascade View Dr SE City/State: Monroe, WA Zip: 98272 Phone: 360-722-2852 Email: spencer@waecoeng.com ADDITIONAL INFORMATION Estimatedvalue of workis required(if over$5,000):$ (within the public right-of-way) Is work related to a LAND USE DECISION? ❑Yes W No Case number: Cityof Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.dgard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant" shall be designated"Permittee" and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the owners signature on the application. 1,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. r_, Spencer Kariniemi(signed for Todd Hurd) 3/11/2020 Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: Permit fee: 30%cV Received by: /h.- Date: 31120ZD Approved by: Tkyy 9. Date: /3�/7ozh _ Notified bv: Date: 3 �� Cityof Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.dgard-or.gov 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI) Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PFI Permit Fee.See below for calculations.Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR ONLY • ' STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1-3:DETAILED SUBMITTAL CHECKLIST I REQUIREMENTS Does applicant have a right-of-way license? ❑Yes ❑No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal W Dimensions considered? (check all that apply): ❑Small Cell ❑Macro 8 Street Name How many install sites are proposed as part of this permit 8 Site Address application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34) and an electronic version of all submittal The proposed equipment is located on which of the following: items. The plans must that include: ❑Public Right-of-Way ❑Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ General Notes(City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) ❑ Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design ❑ Water Provider Approval Cityof Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 1 sw '• 1- '• !::4 1 Edge of Pavement I Ditch ---- Streetlight I —•—•—•—•—•—•—•—�—•— Ii � T'�rop'os elvuer me" v Existing House Q I It I Existing 1 F. I ar Driveway 'r 1 oI C, n al > i TI 3� I :e 1 YI I 1 I Existing Shop I Powerpole I = I \ I I� 95' 7r-dpeeWGne-----.---- iI Fire Hydrant(FH) I i I Scale: 'I"=30' I I I TYPE I AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if not applicable) I I � ' I I � � I X North arrow X Property lines&dimensions X Existing utilities locations (sewer,storm,water) X Street&street names X All existing structures X Proposed work X Existing curb or edge of pavement X Utility&street light poles X Existing S/W or D/W apron NSA Slope of property NSA Trees City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigmd-or.gov • 503-718-2421 • Page 4 of 4 Page 106 2011 Edition Diversion into a Continuous Left Turn Lane Diagram 430 Diagram 430 shows work in the travel lane(s) next to a continuous two-way left turn lane with one direction of traffic diverted into the continuous two-way left turn lane. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3—Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. When two or more travel lanes are reduced to a single lane before the diversion, each lane shall be closed separately. Layout traffic control according to ODOT Standard Drawing TM 852 for 5-lane sections. 4. A shifting taper(L!2) may be added in the diverted traffic direction across the continuous two-way left turn lane (as shown). This option is recommended when the speed is 45 mph or greater. Sign Spacing and Buffer Lengths(feet) Posted Spedn`Between Sigm "Buffer" Speed A 8 C Spam 20 50 25 100 100 100 75 30 100 35 350 350 350 125 40 150 45 180 so 500 500 500 210 55 250 60 285 65 700 700 700 325 70 365 Chapter 5 September 2016 2011 Edition Page 107 version into a Continuous Left Turn Lane Diagram 430 ROAD WORK A AHEAD jlylt CENTER EH LAME CLOSED AHEAD sJA II L/2 ; I Protection Vehicle w/TMA(both Optional) /See Chapter 4 &Mer • • L/2 I � • U2 I• I A I 1 4 t B ROADWORK AHEAD September 2016 Chapter 5 CONTACTS TODD HURD CENTURYLINK NATIONAL OSP ENGINEER II ADDRESS: 9780 SW SHADY LN TIGARD OR 97223 TODD.HURVRINIE I INK COM 50.48].6022 LN, PRROJECT MANAGER PROJECT NAME: 9780 SHADY 3SMNE ENGINEERING W E CO EN IN ECOENG.COM 369.]22.2652 w. F _ �1 it SITE INDEX �A * JF r - 2-LEGENDHEET/SITE LOCATION >I'• 3-DESIGN VIEWi 1��` E. A 5'�"J DAK ST 4-DESIGN VIEW2 r� 41",wH�rl�� yi6_ryT HLS ARD TABLES ` 4 I �i Ft 9 B-SITEPHOTOGRAPHS woffto - SCOPE OF WORK: STARTING FROM THE LEVEL 3 MANHOLE 'Rt6M1 4- '" Ar • NEAR 9705 SW BRADY LN TRENCH III NORTH 40'EAST AND 6'NORTH tO ONFIBER HANDHOLE.PLACING 0}2'CONDUIT.FROM REHONRTTEEST AND TRENCH OHO PCE A NW 1 .. . 24"a38"x38"HANDHOLE. CONTINUE BORING W SOUTH ACROSS SW SHEET SHEET SHADY W AND PLACE ANOTHER NEW NEBRNGLCOTI OITM WEST AND PLACE ANOTHER NEW 24"X3VI HANDHOLE. /. 5-1-vFiR 1 PLACE 3 11M CONDUITS ALONG ENTIRE LAS PA HANDHOROM ON E.AL RLST O ATI O THE LAST NEW HANDHOLE.ALL RESTORATION TO • A MEETRDSR EXCEED CRY OF TIGARD STANE1�Y1r t ` 9g ti x SITE LOCATION AVD OMBrtPTpN.9EE91RlAFfA9RE RIDT03MM5. .MILT /1 � 2/2L/EO 9t M. VdCeML d1E MliTN9 CpJ11N1F :DeID�r L.ErIar�I�;;i F<AnIFvuDk !�"Iu�6 N Call en1D::yVu 4y. _ CE—R WENGINEER:TODDHURD ENGINEERING FIRMWAECO ENGINEERING PROJECTNUMBER'.NW822 LOCATION')7MB SHMOYLN. TIGN✓D,M.. CRNf9 9w_SnNy_IN PoFxE _ _ 09PZETAR MHEIEtNI%Taf. CDNFIDENTNLR0.0PRIETARY sxEEi: 1 DF B LEGEND LINETYPES ® POSER VAULT- VAULT-EXISING PGE NO A ROLE ATTACHMENT CAEOUT-EXISTING —B---8---8-- UG FIBER-EXISING �y Lmllttl 9-T �8__ UG FIBER-PROPOSED MTELEPHONE USE DYNAMIC RILL DOWN TO SELECT8— VAULT FROM I TO 6 ATTACHMENTS - A ADWFIBER-EXISTING © POWER VAULT OWNER A AENA FIBER-PROPOSED VAULT- VAULT-PROPOSED PGE ATTACHMENT GI LLOUT-PROPOSED O CATCH BASIN/INIET PolU NO N A STRAND-EXISTING Q UII.TYI 0-0 USE OYWVEC PULL ODAN ro SELECT STRAND-PROPOSED ,py FIRE HYDRANT VAULT FROM I TO 6 ATTACHMENTS LEVEL 3 CONGA-EXISTING GROUND/BONG .. .. .. CONDUIT-PROPOSED 0' O CASE FIBERS FIRERS CABLE SPAN CALOUT-EXISTING — - IHNERDIICT-EXISTING C><0 STORAGE-EXISTING OQ E OWLEVU FOR USE ON PAPER SPACE(SHOWN AT 5GX) NNEDUCT-PROPOSED SLEET LIGHTU, CASE URCIN:IF/CIX GAS QQ AERIAL STORAGE PROPOSED O GOBLE RI FIBERS OTBLE SPAN CNLOUT-PROPOSED CASE DANIEL.LEM FOR USE ON PIPER SPACE(SHOWN AT 50X) W WATER TREE NOTESCATTLE 131GIH.LENGTH T TELEPHONE O VAULT/Buum STORAGE-EXISNNG E ELECTRIC CULVERT —SEW SANITARY SEWER(SEW) MING WALLO VAULT/BUILDING STORAGE-PROPOSED YO SWR MER IEfl3 CONOUR CALLWf-EXISTINGCONWN U.NGN:IENGM —SD STORM DRAIN COMMIT On:CONDUITS FOR USE ON PAPER SPACE(SHOWN AT 50X) X X FENCE COMMIT SIE:SIZE WITH OR WTIFIOUf INNER DUCE INFO N CABLE TV am INNER DU OIYINNERDUCTS STM— � POLE ANCHOR/DOWN GUY-EXISTING INNER DUCT TYPE SIZE _.. OIL O NSC.UTILITY �C PGE ANCHOR/GOWN GUY-PROPOSED NOSE: LINK UNKNOWN UTILITY O MU CONDUIT OWNER A R/W RIGHT OF WAY ® UTILITY POLE-EXISTING PROPOSED DOWN GUY ON EXISTING ANCHOR D3NOIF LENGTH:UNGTH CONDUIT CALLOUT-PROPOSED EOP EDGE OF PAVEMENT OWNER CINWR SIZE: 7EWE FOR USE ON PAPER SPACE(SHOWN AT 50%) FACE OF CURB B CONOUIT TIPS TYPE WRH OR WITHOUT INNER DUCT INFO FDC POLE-PROPOSED UFNE R GILT NY:IR0.CTS S SIDEWALKLE EL3 FDP TERMINATION-EXISTING NO GGT SIZE SIZE ID NAME 00 DUCT TYPE.m[ SYMBOL DESCRIPTION SIZE N01ED HH- LOCATION ASW ASPHALT SIDEWALK HH H ANCHOLE-EXISTING FDP TERMINATION -PROPOSED O SRI TYPE:TYPE STRAND CALND-EXISTING BIP BLACK IRON PIPE ONRIEPLL NAME SSPIAND LENGTH:LENGTH FOR USE ON PAPER SPAS(SHOWN AT 50X) SIZE BSP BLACK STEEL PPE HH. LOCATION O STRAND TYPE TYPE STRAND CALLOUT-PROPOSED CSW CONCRETE SIDEWALKwNUHO1F-PROPOSED BUILDING CLLLOUT-PROPOSED I SIPAA LENGTH:TDwTH FOR USE ON PAPER SPACE(SHOWN AT 50X) HANDLE SN E NNE: EDP EDGE OF PAVEMENT EGOI EDGE OF TRAVEL WAY MH- ti FOC FACE OF CURB ®H MANHOLE-EXISTING nUFACTURER SPLICE POINT-EXISTING MANHOLE HOPE HIGH DENSITY POLYETHYLENE OWNER M HH HAIDTDLE MH MANHOLE-PROPOSED MANUFACTURER SPLICE POINT-PROPOSED NAME JB JUNCTION BOX MANHOLE 1#K F nm�PF .lma6 no orerxvou a LEVEL3 Y MH MANGE IN: SEQUENTIAL CALUM a As-Tena AP MILE POST p8- #F OUF 501 ® PUIBOX-EXETING TO S O/S OFFSET OMPUI�X #F IN: 0 SEQUENTIAL N TAIL CALLOW No. RATE bNrTaw OMTuw PCPOLY VINYL CHLORIDE T'V' O .Awebalow.PB_ LaNWTGY.�Q Ce*r"k- �Callnxon ywtliP. RGS RIGID GALVANIZED STEEL CONDUIT ® PUBOX-PROPOSED #F 1w. O SEQUE14M TAIL OUT CALLWf CENI EER TODD HURD ROW RIGHT OF WAY PULLBOX LEVEL3 GR: D ENGINEERING FMYNWAELO ENGINEERING PROJECT NGYDER.N%28n STA STATION LOCATION:9.SW SHADY LN. AR UGD,ON U.3 CONFIDENTAURNORiIETPRV w CONSTRUCTION NOTES Oi DMNG IETEL 3 MIAW E z01 E 3 wNxaE.TaBo1 R'xaml,w'W. MD 6'N TD IN MR Nwa E P M 01-2" MDUR EXUK DN RRER WDN 0 FROM M F1BEB Nw ff,RAX(J)-1 1N"CMM 6'Soule AN a'w T16NIION HSU Tn Rae PR RD1e PR,Rae 310'+ESr Punic Q-1 1/4" a a a � 'a 'QJ f40 RESTORATION NOTES 9735A a RESM R'n'sE T SIDE'OLK M arc OF Tf.NO R' SWWDS RMIX 136 SO 9 SFCIION OF PAYFTYM RI M DE + 7' 11GWD STNn1N06 o IT 310' 40 y 5 2 B ti EPIT 1 SM Sw LN RA .00 —ram—Na —rv� TAXLOT 151356000700 ]llm @ppb N PON ILp11G311U Mlll.ml Y # RFfI�ra RR nNNasxc As-eln. film x/m/sN DE Tw aar+wL Dn1E oRRErw IcwMDR Nmw.6,nbebw. IwYRY.eFre Ry Call6.11ya,.Woaq. .,,.�%i CENTU-114KENGINEER:TOODXURD ENGINEEMWFIRM:WAECO EN WEERING PR MTNUMRER:Ng= LOGTION:9]006W . R TGAR�D.MR 4lln 9N M0.RSCE6 INiniSll.Yi M4q_Q LfillMdu_ I CONFICENTIA NROPRIETAR I CONSTRUCTION NOTES N� 310'eons ME c(xasr RN c°x1EaED ma IOE s ON SHEET 3 p Qi ma M M.WOO 4•NORM PLAM(3)-1 114V'9735 CONDUITS HA ro NEN xµdlaE AND(3)-1 I/4"mraulls =a�N" �+s x. {' ""—"' .n�H�x ^ � i'�.�—v'�--•n----v+-- mai 4"XM' t ro aoa LE , W eO Mll Ya k3fi XJ6"N,NgDIL O owINIJE BOMK 50 5°UIH TO NEW HANDH E FLAW N (3)-1 1/4'00NOWS 310 � C I __—__—___—__—_ (? r 10 NEN 24'13e"[W' E1a111aE 1 �y�yp 11 eoa I ( T7 NEef O NN WANIIE TIMING vr (3)-1 1/4..CONp15 G NEN 24"%36"X36"WVHDIE $W$FYOY W �50 ---- - m m- -- -- - - -- - I RESTORATION NOTES •�1O'— ' rxInE9IDK B a'SE(I0X OF DnRIN ro CV OF NJAD STANDIRDS 10) IESIM son axskE ro rwoR Ox= 'xa'n'o 730 4 �� 'V. arnL RT I 4Taxa c I IxrzaavT nT I I I I I 9770 I 9780 � I AR MOTORSPORTS A L 9730 NW SHADY W I I _ � I II I I \ a V� I mn oxmaw a wan a aN NenonJ ax V I � I #� smlwaRomwn u-sai N LTa/ro mll m alaeNa pL1E oR"Trw calNon .nw.belNv. x Gallexm p"aE. {�'„”,i"Mi CalNaytlllN• CENTVRnINN ENGINEER:TOGO%URO •"""•"" ENGIWERINGFIM W.ECGENGINEERNG PROJECTNIJ B NSBZB32 LOCATION_971108WSI MLNTl� , a ME.: .MIN IR RJ 9l iSW_Nq_Ili_✓wbM_L_iallpOpY_ SLNE: l'-20' C cavnsFsx Nuzui+aaems, ONFIOENTNLT•ROPRIETARY • 6 C Total UMalgrouncl Rale Card Total Splice Rale Card ESIMW Aoual EBIPP d Aclual uw colEe Mxlpbn IMns ��, Ouanyry UnilcWea pe¢Egl'm Unilc annRi Ouailiry BORE o 25n CABLELHOPE FT 910 CASE FIBER NEW EACH 1 DIG FACILRY INTO EXIST MH EACH 2 FOP 1<FOR c M TAIL wJRAv EgCH I DUMP FEE ACTUALS 1 SPLICE FIBER F151ON I A EACH 2 FIBER PL IN CONDUIT FT 5a0 SPLICE FIBER-MAINT WINDOW ADDER EgCM LOCATE WIRE WITH CABLELHDPE ADDER FT 5" SPLICE SETUP AND VAULT MH EACX 1 SELECT BACKFILL 914on MINUS ABC CUYAPD 10 SPLICE SETUP AND TEARDOWN BUILDING EgCH 1 TRENCH Min CVR—2S, FT SA TERMINI PANEL-OSP 11ACN I 1 ASEBAFT RW RESTORE ea e• SO, Min CONCRETE RMVFESTORE—On EACH 120 11112At .XAn FACE A q5-@Ri E SLI 1 Y E sDE A" DMB 01NFlNIa IcaNEN- K�o.,.InraBelow. IwWeT.�{'�LS CaEalaYL1BF �a�'. CaIINen,�ywsy. P -- - - CFNTURVLIHK ENGINEER TOODHURD ENGMEERNGFIRM:WAMOOSNGNEERING PROJECT NUMBER N512922 LOCATION:97M SW SHADY LN, TIGA10.011w ] Rx_SnW}H_ _ _ w _ �e.1.1EFlt 1Meuxau7u. CONFIOENRALAROPRIETARV SHEEP: 5 Gf B TYPICALS etKIEML fi�`'I SEDGE EE STD"NI IDETAIL NO. 146 5' MIN. SEE NDTE 5 :.�': _�- �� DRAINAGE EDULEBLOCKOUT40, 3 1.0. SCHEDULE 40---E_ OWV (ABS OR PVC) ROAD-�'L- PIPE W/COUPLING 1:116" 2" OF 3/4"-0- BASEROCK COMPACTED SUBGRADE ' , SIDEWALK ADJACENT TO CURB 9"� 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. COMPACTED SUBGRAOE 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. NOTES; 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EOUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 1. EXPANSION JOINTS: PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS. WHEELCHAIR RAMPS AND AT A. TO BE PROVIDED: SPACING NOT TO EXCEED 45 FEET. 1) AT EACH POINT OF TANGENCY OF THE CURB. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, 2) AT EACH COLD JOINT. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3) AT EACH SDE OF INLET STRUCTURES. 4) AT EACH END OF ORIVEWAYS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY, OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 2, TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL WITH A MINUMUM THICKNESS OF 1/2-AND SHALL COVER ENTIRE CROSS 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK 'NTH 3" DIAMETER SECTION OF CONCRETE. SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. .P."m.. mrx�nuun KALE 'Mann YICYMEL A. STONE.P.C. 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET • Lw1"la.lux nnlwn. CONCRETE owc.No. AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 ■ "i"`; ,""";"""""' SIDEWALK 20 LnuART 2013 nraAq o"rr S<.:• 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL ` iex::�r®'«-;: .•.aa wa--- BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL ! Il�.rl'RI•1a1.' Nn MO SCALE C ��T 1 ' '•a[nn YICNAEL A.A. VSIONC,P.I. IVrv6N1 WiDaINr� Ue9/]0 4R 11Y p"i1Y1 a„W� STANDARD oNc.xD. 4 wre oRYnxc corvNErrt ■ n'at]r.cna[a m.R"n nEa ..+below. nY•l.N.n.1.L nv]r_ 2013 125 ��Ca lb;f• y­a�y. LYYYl($7pp ..RLQ CenturyLink- r "1 aTm.;rru"warn yallp..y wrt 1"l IWIIAATI CENENGINEER'TUUUNURD ENGINEIER FIRM:WAEENGNEERING PRwECT ECT NUG rvuY6ERry CO LODATpN'B]O CDY TGRD.ORWU3 sw}nM1x P"m4Ulli6nv%rlu_ CONFInf ry TllrvRpIRlIIT.l TYPICALS As required in Off typical sections Street Street of construction E>nS1RIG PAVEMENT OIG WT REPAIR SAW WT OR CRINC14C Area plans 1' T-Cut see Surfacing note 1) Topsoil or as directed Base Material T, im MT v °••: ° N6-00;0*, ° u •o oo°A Eq - °p AGGREGATE BASEROCK u t2 o a CL o E 1To 9a • �—�—I (-T COMPACTED SUBGRACEe a OZ N U M2 41— LOCAL STitEETS W v QQ E c AC — 6' CLASS 'C' ASPHALTIC CONCRETE. P 02E N AS — A' (1-1/2' — 0') AGGREGATE BASEROCK C_ 0 t m �.• OR oQ ca oo 0 AC — 8' CLASS 'C' ASPHALTIC CONCRETE N ? Y f 0a 0 M U Q MAJOR COLLECTOR STREETS " AC - 9" CLASS'C ASPHALTIC CONCRETE. 6' Min bedding AS — 4' (1-1/2' — 0") AGGREGATE BASEROCK below outside of 6" pipe bell 3/4" - 0' MIN MIN crushed aggregate 2' Min Trench foundation stabilization if required NOTES: 1, ANTS TO BE TACH AM SANDED MAIN 91nU US ASPHALT EWLsON_. NOTE: ' 2. ASPHALT PLACED m MAX.S'LIFTS EACH COMPACTED TO 9211 MN. 1, 1' T—WT FOR PIPE ONLY PROJECTS. ' 2. JOINTS TO BE TACK AND SANDED. Xnequo .xMrvbelow, 7. SAWCUT SHALL BE TACK COATED WITH SITUMINUS ASPHALT EMULSION. Call n.ro,rAw aiM. amu LWsnx M r z/Ie/Ia sat TAM I ovrax.L rltl.q llr Vtrs'��n NOKALE .Ili..\.ri.•y: n�AVF SII E WIE Y Ywnw1 nixu[mm WCIMEL A.VT .r.L .yr,�.. WCIYLL A.SiGL•..E. J =1 r= . M IMM. PAVEMENT DIC-OUT MAR Na • W� TRENCH DMA xo LlMBI(3)�APW CenturyLink• 1 w y AVNARM a9u AND REPAIR 82 - .MWIAAv x°u BACKFILL 180 aL- - :.4}yTVRYLINKENGINEER'00V IIVRJ ENOINEERINOFIRM:WAE:"O ENGINEERN1 PROLOCA?TNVMBER:S5 Dy2 LOCATION'.9 SWOR OYLF. 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IB OOIRMUE BDRIC 70'WEST TO HEN IWOOLF PUCING (3)-1 1/e'CONM 11 RW 24V%N X.X'I kWOE BOORERE PIT DEEP RESTORATION NOTES FACING EAST ON THE NORTH SIDE OF SW SHADY LN 2 FACING EAST ON THE NORTH SIDE OF SW SHADY LN Q RESTORE III SECRON Or SOENNI(TO CRY OF TOIRD \J SIAxO\5O5 O RESTORE 136 SII 9 SECTIaI 6 RAYENNR TO CRY OF TOND RAlO1RDS ©RESTORE RAI'SFCION 6 SOEWLK TO aR OF WARD STNOWE6 Op RESTORE SOFT SURFACE TO PRIOR 0010TON w•j" I A I T { 11 %%B%.S'NEE Y •'N �'� 9.ev..n9 MlRv. BORE PIT CrI NNEn Yeu NN BORE PST 6-dRi CNam /I R/ID/Lb TIM EIND Ml9W IU1E Ew DENM MN4 I IXNIDII O FACING EAST ON THE SOUTH SIDE OF SW SHADY LN /:1 FACING NORTH WEST ON THE SOUTH SIDE OF SW SHADY LN E.'I Iii(w—"{i. Cw."um' WMAIII �! DENTORrLRNl ENGINEER TODD NURID ENGINEEAINGPIRM'.WAECOENGINEENNO PROJECT NUMBER:NOOR22 LOCATION:9780 SW SMADY LN, TIGARD,ORSR33 DfllkI NA _ II,DI TVIWRHM_ CONFINENTI.\IRROPW ETARYN�� RS BXEE\'. a