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PFI2019-00298
CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PFI2019-00298 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 09/10/2019 T f C„�R.D g Parcel: SEG775 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Teleport Communications America, LLC Project Description: SEG775//11720 SW 72nd Ave. Fiber will be placed in existing developer placed conduit to existing vault location. Existing vault will be replaced. See drawing for details. Class of Work: FEES Description Date Amount Type 1 -Utilities(gas, electric, data) Owner: Total REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tigard-or.qov to schedule inspections online. Contractor: PHONE: Applicant: DAYLA KERWIN 420 S GRAND AVE#707 LOS ANGELES, CA 90071 PHONE: 2136884219 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 See application Signature: Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00298 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, <Insert Name>at<Insert Phone#>, 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 City of Tigard SEP 0 9 2019 INPUBLIC WORKS — EN GIN EERIN CITY OF TIGARD PLANNING/ENGINEERING TIGARD Public Facility Improvement (PFI) Permit TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) L+d�/ TYPE 1—Franchise Utility Work Check one: la Utilities ❑ Sidewalk.driveway approach ❑ Streetimprovements performed by NWN, PGE Fiber will be placed in existing developer placed and, or utility agency. Detailed description: conduit to existing vault location. Existing vault will be replaced. See ❑ TYPE 2—Sidewalk/Driveway,Sewer drawing for details. Work performed for the purpose of: • Sidewalk installation or repair. Abt 11720 SW 72nd Ave 0L � • Driveway approach installation Property- address/location(s): and or repair btwn SW Clinton St & SW Baylor St • Sanitary sewer lateral installation and%or main line tap Applicant: Teleport Communications America, LLC ❑ TYPE 3—Full scale Development \\ork performed with Land use Address: 420 S Grand Ave#707 approval which includes any of Citi/state: Los Angeles, CA zip: 90071 the following: Phone: 213-688-0219/971-266-4433 Email: kerwrrxl@elt cornipermits@commstructureconsulting.com • Subdivisions or Partitions Contact name: Dayla Kerwin/Sharon Johnson Phone: 213-6884219/971-266-4438 • Street widening • Mainline installation for Sanitary Contractor: North Sky Communications, LLC sewer, Storm sewer, Tigard water 208747 3/1/2020 and.'or Tigard Water Service Area CCB#: Expiration: Address: 11818 SE Mill Plain Blvd, Suite 140 SUBMIT COMPLETED APPLICATION TO: Cin-/state: Vancouver, WA Gip: 98684 City of Tigard Phone: 971-400-4596 Email: dbykerk@northskycomm.com Planning/Engineering 13125 SW Hall Blvd. Contact name: David Bykerk/Wayne Patten Phone: 503-647-9991/971-400-4596 Tigard,OR 97223 .\pplications for"minor work in right-of-way" Engineer: Commstructure Consulting, LLLC only may be cmailed to: Address: 811 Railroad Ave rowpermits�dtigard-or.gov Cit\-/state: Oregon City, OR lip: 97045 I OR I \i r USE ONi.\ Phone: 971-266-4438 Email:Permits@commstructureconsulting.com Case No.: ePZ- It'00 111 Contact name: Sharon Johnson Application submittal fee (.0'%of Engineer's Estimate) $ Estimated value of work is required(if over S5,000):S 30,000.00 Additional fees: $ Ge (within the public right-of-way) Application accepted: a fa By: Date: 1 1—`1 Is work related to a LAND-USE DECISION? ❑ Yes 0 No ./ If so,please specify (MLP, SDR, SUB,etc.) case #: Applicationd: / By: ..--- Date: � C d��7Q Is work related to a BUILDING PERMIT% ❑ Yes ® No Applic t n nfied: If so,please specify(BUILDING PERMIT)case#: By: Date: D i:\ENG\PermitApplications\p i application Effective 10/16/2017 City of Tigard • 13125 SW Hall Blvd. • Tigard, Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as "Applicant" shall be designated "Permittee" and shall provide financial assurance for work,if required by the city pursuant to TMC 15.041.140. . \Xith the exception of a utility operating pursuant to a valid franchise with the City of Tigard.when the owner and the applicant arc 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(s) must sign this application in the space provided or submit a written authorization with this application. Franchised Utilities arc not required to obtain the owner's signature on the application BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does nor violate any recorded deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in any plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued, based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application, including the policies and criteria,and understands the requirements for approving or denying the application. n � ibui ,v\ Dayla Kerwin / 6/216)Agent's signature Print name Date SIGNATURES of each owner of the subject property, if required. Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 9-223 • wwwtigard-or.gov • 303--18-2421 • Page 2 of 4 Letter of Transmittal COMM I�CCI (ARS CONS4(LT1NG„LLC Date: September 5,2019 To: From: City of Tigard-Public Works Commstructure Consulting,LLC 13125 SW Hall Blvd 811 Railroad Avenue Tiagrd,OR 97223 Oregon City,OR 97045 Attn: ROW Permits Attn:Meredith Paeper permits@commstructureconsulting.com This Application for Permits to occupy and perform operations within City of Tigard Right of Way is being submitted on behalf of: Permittee: Contact: Teleport Communications America,LLC Dayla Kerwin 420 S grand Ave#707 213-688-4219 Los Angeles,CA 90071 kerwind@att.com Project Description: Forced relocation,due to contractor frontage improvements,of existing underground facilities. Scope: Fiber will be placed in existing developer placed conduit to existing vault location.Existing vaule will be replaced.See drawings for details. Enclosed: ROW permit application OUCH detail Permit Drawings If you have any further questions,please contact me at 971-266-4433 or at permits@commstructureconsulting.com. Thank you for your time and assistance with this request. Sincerely, Meredith Paeper Permit Coordinator Commstructure Consulting,LLC Planning I Design I Implementation 811 Railroad Ave . I Oregon City, OR 97045 I (503) 343-4134 www.commstructureconsulting.com SURFACE FEATURES/AERIAL UTILITIES-LINETYPES&SYMBOLS EXISTING PROPOSED AERIAL DESIGN UNDERGROUND DESIGN Le-Sat CX9m ESB Q PROPOSED EXISTING PRIX'OSED -�--•'^•^�a^'-z-••^"'CABLE CABLE • NST • MST ® CABLE MARKER BI—*. CABLE MARKER — — ! —STRAND — — —CONDUIT —--—STRAND • UTILITY POLE • UTILITY POLE ?,'' O' CABLE MARKER CABLE MARKER PLENUM/RISER E/W GROUND LUGS E/W GROUND LUGS -————- IH SPLICE RATED FLEX CONDUIT CONDUIT ^ H SPLICE (4 LOCATE TERMINAL LOCATE TERMINAL (AS SPECIFIED) { ® MID-SHEATH SPLICE o-7 Q MID-SHEATH SPLICE w+ ACCESS POINT ACCESS POINT • •PLENUM/RISER GROUND ROD 329 GROUND ROD (OWNERS SPECIFIED ON PLANS) RATED FLEX CONDUIT ET VAULT/BUILDING STORAGE 0 VAULT/BUILDING STORAGE • MST • MST CATV CATV (AS SPECIFIED) T TELEPHONE SL FIBER SYMBOL 11 FIBER SYMBOL EZI SIGNAL CONTROLLER m SIGNAL CONTROLLER FO FIBER OPTIC • PEDESTAL • PEDESTAL —-*—POLE TO POLE GUY FT FT pig • OMNI-BALL MARKER (OWNERS SPECIFIED ON PLANS) (:::: Q AERIAL STORAGE Cwiiiime0 AERIAL STORAGE P PRIMARY POWERANCHORGUYI POWER TRANSFORMER A STREET LIGHT -_8 & �� OG TO EXTG POWER ANCHOR 19 POWER METER TS TRAFFIC SIGNAL —i-- CENTERLINE POWER S/W ANCHOR&GUY DG TO EXTG POWER S/W ANCHOR irivic OTHER UnL1 RES D._ COMM ANCHOR&GUY DC TO EXTG COMM ANCHOR ® CROSS WALK SIGNAL G GAS —-0-—AERIAL MID-SPAN X-OVER • R/R CROSSING SIGNAL SS SANITARY A— COMM 5/W ANCHOR&GUY r DC TO EXTG COMM S/W ANCHOR 0 JUNCTION BOX STSTORW WATER R ANCHOR&GUY Ep TRAFFIC SIGNAL POLE W JOPO FFATILRFS S/W ANCHOR&GUY SIGNAL CONTROLLER 1 -00 RAILROAD ARM —BOW BACK OF WALK/SIDEWALK VGR GROUND SIGN ' 4-- HCR GROUND /%// "'� BUILDING FOOTPRINT INTERIOR BOND 4,— INTERIOR BOND 502131V1 J < CULVERT OE AREAHAREA DRAIN RA N —CURB—CURB EOC EDGE OF CONCRETE © STORM SEWER —EOG EDGE OF GRAVEL DETAILS AND SECTIONS CALLOUT SYMBOLOGY At EOP EDGE OF PAVEMENT f @ BLOW OFF DWY DRIVEWAY /DETAIL NUMBER 5< FIRE CONNECTION TOB TOP OF BANK FIRE HYDRANT X X FESTRIPING ® IRRIGATION METER lox«. R/R TRACKS DRAWING NUMBER ® IRRIGATION VALVE —CA. RIGHT-OF-WAY CENTERLINE DETAIL IS LOCATED ON ® WATER METER R/W RIGHT-OF-WAYMWATER VALVE P/L PROPERTY LINE / [WI LETTERS LWI WATER VAULT ----ESMT----EASEMENT I.0127 I.010 BOLLARD 27WALL PICTURE \ ESI NUMBER GAS VALVE VE VEGETATION LINE INDICATES DIRECTION ----------NUMBER SECTION IS PICTURE WAS TAKEN'"----, /DRAWING NUMBER LOCATED ON ® LUMINAL METER ABREVIATIONS PICTURE IS LOCATED ON �F ® MAILBOX PROPERTY CORNER E/O EAST OF E EAST ABN ABANDONED DO DOWNGUY ID INNERDUCT POUR POWER MONUMENT SURVEY E EOLWPED WIN N NORTH AE AERIAL DOC DEPTH OF COVER IE INTERIOR ENTRYil V RE OVE NIL NORRI or RLE NORTHEAST AYA ALLEY ARM DOPY DRIVEWAY .B JUNCTION BOX RPL REPLACE PARKING METER 0/5 OFFSET NW NORTHWEST BA BUILDING ATTACHMENT EA EACH MGN MULTI-GROUNDED NEUTRAL SCA SIDE CABLE ARM P: CATV RISER 5/0 SOUTH C S SOUTH BE BUILDING ENTRY EOM EXISTING ON MINIMUM SL STREET LIGHT I STEEL PILING SE .SOUTHEAST BOC BACK OF CURB FC FIBERGLASS CONDUIT MST MULTIPORT SMARTERIANAL SLP STREET LIGHT PROTECTED 5/0 9DEWALK SW SOU71111EST BOW BACK OF WALK FDC FIBER DUCT IN CONCRETE NT NO TAG SLU STREET LIGHT UNPROTECTED UT TELECOMM MANHOLE W/0 WEST O W *ST BP BORE PIT FGA FIBERGLASS ARIA NV NOT VISIBLE TEL TELEPHONE ® SANITARY SEWER BSP BLACK STEEL PIPE FLR FLOOR OD OUTSIDE DIAMETER UG UNDERGROUND BR BLANK TAG FO FIBER OPTIC 011G OVERHEAD GUY VGR VERTICAL GROUND ROD O TREE CAB CABINET FOC FACE OF CURB P POLE W ALL CATV CABLE TELEVISION FS FIELD SIDE PL PLACED RH ATHERN(AD 40'/4/2019/0(7)-POLE HT/CLASS/IR/DISTRIBUOLN(TRANSMISSION) C&G CURB&GUTTER CRC GALVANIZED RIGID CONDUIT PPG POLE TO POE GUY IDA ARM P 0,,4.- <-EXISTING POINT OF ATTACHMENT COMM COMMUNICATIONS HOG HOT DIPPED GALVANIZED POE PUBLIC UTILITY EASEMENT FT ICHT P.QA.- <-PROPOSED POINT OF ATTACHMENT HT HEIGHT D MUTED linBn GaLE CHECKED BY COLLO STANDARD PLANS FOR CONSTRUCTION MUTED 00 G=Lc IEOED BY, COLLO "CONFIDENTIAL& §. PROPRIETARY INFORMATION" VI '4I` DAIEI BR REVISIONLEGEND t_ COMMVIS -E 3 CON.zuLT/NG 1-1-C. TBLBPIRT COMMON/dIT/ON,s1 ADDRISD 811 Railroad Avenue Main Office: AMERICA, LOCI TCA TO0IO 0.O.NIMBUS @ Oregon City,Oregon 97445 505343,41 SPECIFICATION SET TICARB,OR 87229— 1 www mmstrucmreconsullingcom B PLOT DATE, SCALE: SHEET, 6/25/2019 AS SHOWN LG0I SUE COND1110144 HASZEILLL SIRUCRME PRO1ECTOM THE LOCATIONS OF EXISTING UTILITIES SHORN IN THIS PLAN ARE APPROXIMATE. IT SHALL BACKFILL OF CONDUIT TRENCH OR MANHOLE EXCAVATION SHALL BE 3/4'-0(RUSHED VAULTS AND CONDUIT TO BE PLACED ADJACENT TO EXISTING STRUCTURES SUCH AS BRIDGE BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UNDERGROUND ROCK PLACED IN 6'LIFTS AND COMPACTED WITH MECHANICAL VIBRATING TYPE COMPACTION FOOTINGS PIERS BUILDING FOUNDATIONS WALLS POWER AND TELEPHONE POLES AND UTILITIES UTILITIES MAY EXIST IN THE AREA IN AUDITION TO THOSE SHOWN ON THE PLAN. EQUIPMENT TO 958 OF MAXIMUM DRY DENSITY(ASTM D-1550 OR AASHTO T-160)UNDER OTHER UTILITIES SHALL MAINTAIN A MINIMUM CLEARANCE AS SHOWN THE CONTRACTOR THE CONTRACTOR SHALL CONTACT PROPERTY OWNERS WHEN WORKING WITHIN PRIVATE ALL PAVED SURFACES UNLESS OTHERWISE SPECIFIED. SHALL NOT UNDERMINE ANY ADJACENT STRUCTURE WITHOUT SPECIFIC WRITTEN PERMISSION EASEMENTS FOR LOCATOR OF UNDERGROUND TANKS.PIPELINES DRAIN TILES OR OTHER FROM THE OWNER/OPERATOR OF SUCH STRUCTURE. BURIED IMPROVEMENTS THE CONTRACTOR SHALL ALSO NOTIFY THE UTILITY NOTIFICATION BACKFILL OF CONDUIT TRENCH OR MANHOLE EXCAVATION IN NON-PAVED AREAS SHALL BE CENTER PRIOR TO C041MENCNG ANY CONSTRUCTION ACTIVITIES CLEAN SAND OR SILTY LOAM SOILS PLACED IN 1'-0'LIFTS COMPACTED BY MECHANICAL EXISTING UTILITIES EXPOSED DURING EXCAVATION SHALL BE 1008 SUPPORTED BY BOTH THE CONTRACTOR MUST ASSUME ALL BURIED UTILITIES ENCOUNTERED ARE LIVE AND ACTIVE VIBRATING TYPE COMPACTION EQUIPMENT TO 958 OF MAXIMUM DRY DENSITY(ASTM 0698 TRENCH BRIDGING AND SUSPENSION OR BY THE OSE OF LONGITUDINAL TRAYS OR UNLESS SPECIFICALLY INSTRUCTED OTHERWISE BY TILE OWNERS OR OPERATORS OF SAID OR AASHTO T-99)UNLESS OTHERWISE SPECIFIED PLATFORMS VERTICALLY SUPPORTED BY ADJUSTABLE BUILDING JACKS UTILITIES REPAIR OF ANY DAMAGED CONDUIT CONTAINING CABLE SHALL BE MADE BY USE BACKFILL ALL VAULTS SHOULD CONSIST OF COMPACTED SELECT BACKFILL EXISTING SPLICE CASES AND CABLES SHALL BE SUPPORTED AT A MAXIMUM SPACING OF 4.0 OF PVC SPLIT DUCT OR,MATCH EXISTING DAMAGE TO SUB-SURFACE STRUCTURES IS THE BA TIFILL AROUND IN ACCORDANCE VAULT WITH LADECONISCY T FIED BACKFILL. IN NO CASE SHALL THE FEET AND SHALL CONSIST OF A CANVAS SLING WITH NYLON BELTING OR ROPE, ALL CABLE SOLE RESPONSIBILITY OF THE PLACING CONTRACTOR MATERIAL BE SATURATED OR CONTAIN LARGE ROCKS OR CHUNKS NO VOIDS SHALL TE CABS SHEATHsHALL BE PLACED IN A MANNER THAT PREVENTS KINKS OR OTHER DAMAGE TO REMAIN BETWEEN THE VAULT WALLS AND THE NATIVE SOIL. BACKFILL AROUND VAULTS THE CABLE THE CONTRACTOR SHALLPPROTECT THE EXISTING TRAFFIC CONTROLON,THE LOOPS ENTIRE IF EXIS*E SHALL NOT BE PLACED UNTIL THE ENTIRE VAULT STRUCTURE IS IN PLACE INCLUDING ALL TRAFFIC CONTROL TERMINALPS ARE DAMAGED DURING D iN ACCORDANCE LOOP GRE LIDS AND RISERS,BEING SURE TO COMPACT FILL MATERIAL FROM BOTTOM TO TOP SURFACE. AN ACCEPTABLE ALTERNATIVE TO CABLE SLINGS WOULD BE THE UTILIZATION OF A DUDE FROM YTERMINALSTANDARDS TO SHALL BE REPLACED N WTH GOVERNING FLANGE'I'BEAM OR CHANNEL ASA'CABLE TRAY WITH THE CABLES/CASES BANDED IN AGENCY STDAND REOULATd15 AT CONTRACTOR'S EXPENSE. SAND MAY BE WATER SETTLED IF THAT TYPE OF COMPACTION Is ALLOWED BY THE PLACE. REMOVAL OF EXISTING ASPHALT PAVEMENT,CONCRETE CURBS,AND CONCRETE SIDEWALKS PERMITTING AGENCY IN EITHER PAVED OR NON-PAVED SITUATIONS THE CONTRACTOR WILL BE'NEAT LINE'NTH SAW OR PAVEMENT CUTTER,PER REQUIREMENTS AND SHALL VERIFY THE TYPE OF COMPACTION ALLOWED PRIOR TO BEGINNING ANY BACKFILL SPECI FICATIONS OF THE AGENCY OR DEPARTMENT RESPONSIBLE FOR EACH LOCATION. IF ACTIVITY. SHOBINIY CONCRETE PAVEMENT IS ENCOUNTERED WHILE EXCAVATING CONDUIT TRENCHES THE BACKFILL SHALL BE PLACED IN ACCORDANCE NTH THE SPECIFICATIONS AND REGULATIONS THE CONTRACTOR SHALL PROVIDE SHORING FOR CONDUIT TRENCH EXCAVATION 42'OR CONCRETE REMOVAL'LLL BE'NEAT LINE'WTH A PAVEMENT SAW OF THE JURISDICTIONAL PERMIT AGENCY. ADORE IN DEPTH AS MEASURED FROM THE HIGH SIDE OF THE TRENCH AND FOR ALL µHOLE EXCAVATION IF CONCRETE CURB RETURNS AND/OR SIDEWALKS ARE REPLACED DUE TO CONDUIT OR HAZARDOUS MATERIALS, MANHOLE INSTALLATION,THE CONTRACTOR SHALL PLACE APPROVED HANDICAPPED SIDEWALK MANHOLE SHORING SHALL BE TIGHT-SHEETED, AND CURB ACCESS RAMPS IN CONFORMANCE WITH STATE STATUTES THE CONTRACTOR SHALL NOTIFY THE JURISDICTIONAL PER IT AGENCY IMMEDIATELY R ANY I MATERIALS ARE ENCOUNTERED THAT MAY BE CONSIDERED HAZARDOUS BY THE EPA DEO, ALL SHORTING SHALL CONFORM TO THE STANDARDPA AND SRECIFIYATIONS O THE ALL MATERIALS NECESSARY FOR THE REPAIR STREETS CURBS SIDEWALKS SANITARY GR OSHA IF POTENTIALLY HAZARDOUS MATERIALS ARE ENCOUNTERED THE CONTRACTOR JURISDICTIONAL PERMIT AGENCY AND THE OCCUPATIONAL SAFETY AND HEALTH O SEWERS STORM SEWERS AND PUBLIC SERVICE UTILITIES AND THE INSTALLATION OF SUCH SHALL SECURE THE SITE AND PREVENT ACCIDENTAL EXPOSURE TO THE PUBLIC OR TIE ). ADMINISTRATION(OSHA MATERIALS SHALL BE R ENT MµC WITH THE REQUIREMENTS AND CATIOMS OF CONTRACTOR'S PERSONNEL SHORING SHALL BE DESIGNED TO MEET H-20 HIGHWAY LOADING CRITERIA THE AGENCY ORIU DEPARTMENT RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE REPAIRED FACILITY. THE CONTRACTOR MAY EXCAVATE UP TO,BUT SHALL NOT DISTURB KNOWN HAZARDOUS �4/NATERIALS SUCH AS ASBESTOS OILS ACID.ETC THE REMOVAL OF ALL HAZARDOUS THE CONTRACTOR SHALLORPROVIDE NSHORINGANY AND DESIGN CALCULATIONS TO THE PERMIT ALL OPEN TRENCH WILL BE CLEARLY MARKED WITH BARRICADES OR CONES STEEL PLATES A/ATERIALS MUST BE DONE BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR AND IN ISSUING AGENCY PRIOR TO COMMENCING ANY CLNSIRUCnON ACTIVITY. OR OTHER TYPES OF BRIDGING SHALL BE PROVIDED TO COVER OPEN TRENCH IN THE ACCORDANCE WTH JURISDICTIONAL AGENCY REQUIREMENTS. TRAVEL PORTION OF RTE STREETS THESE PLATES OR BRIDGING SHALL BE ADEQUATE TO SUPPORT THE NORMAL VEHICLE LOADS ANTICIPATED IN THIS AREA AND SHALL BEM PLACE LANDSCAPIN[k rns TING um TTY SPRUCE& DURING ALL NON-WORKING AREAS ALL SURFACES TO BE RESTORED TO ORIGINAL CONDITION AND BACKFILL TO BE COMPACTED TREE AND PLANT PROTECTION TO CONFORM NTH THE AMERICAN NATIONAL STANDARDS ANY UTILILY DAMAGED BY CONSTRUCTION ACTISTY SHALL BE RETURBED TO UAL SERVICE AS SPECIFIED TRENCH EXCAVATION IN SURFACESI EDIATELY AND TR COST OR SPPENSE CONSIDERED TO BE LOST BY THE GEE TO USER 'HIGH INCLUDE CONCRETE TREATED INDUSTRY APR SECTION AND)PART I-1E TO APPLICABLE. ANY DENG FRGM SHALL BE THE Y THE CONTRACTOR RA TOR SHALLALITTHE EVENT OF UTILITYT DAMAGE R AN BASE SHALL FOLLOW LOCAL AREA 5'PECIFICATIONS INDUSTRY APPROVED TREE ADJOINING CARE TO BE CLEARED WITH THE GOVERNINGNPRUNING LNG OR EXISTING MANAGER THE L'ON TRACTOR IMMEDIATELY NOTIFY THE OWNER AND THE AGENCY REPRESENTATIVE AND OR ADJOINING PROPERTY OWNER PRIOR TO ANY PRUNING PROJECT MANAGER ALL WORK SHALL CONFORM TO THE SPECIFIGTONS OF THE JURISDICTIONAL PERMIT EXCAVATION. AGENCY. LANDSCAPE AREAS SERVED BY IRRICATION SYSTEMS SHALL BE MAINTAINED AT ALL TIMES AT NO POINT IN TIME SHALL THE CONTRACTOR REMOVE ANY TREES OR SHRUBS WITH OUT DURING CONSTRUCTION BY THE UTILIZATION OF TEMPORARY SOURCES OF IRRIGATION WA'TER PREVIOUS AUTHORITY FROM THE GOVERNING PERMIT AGENCY. OR BY MAKING TEMPORARY REPAIRS TO THE DAMAGED SYSTEM TO ALLOW ITS IFIIPTWARY BACKFILL; SAnSACTORY OPERATION. EXCAVATION IN LANK AREAS SHALL BE'NEAT LINED'WITH A SOD CUTTER TO ENSURE A THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN NORMAL TRAFFIC MOVEMENT DURING SMOOTH MATCH LINE FOR REPAIR NTH APPROVED SONO SPF(SA, HITT ITV(S EARANCE& NON-WORK PERIODS FOR ALL CONSTRUCTION ACTIVITY WITHIN THE LIMITS OF CITY STREETS BY THE USE OF STEEL PLATES(DESIGNED FOR H-20 LOADING)OR BACKFILLING THE ALL LAWN RESTORATION SHALL BE DONE BY USING SOD PLACED TO THE ALL WORK CONDUCTED ADJACENT TO WATER MAINS STORM SEWERS.OR SANITARY SEVERS TRENCH. IF THE CONTRACTOR ELECTS TO BACKFILL THE TRENCH HE SHALL'CAP'THE GROWER/SUPPLIERS SPECIFICATIONS AND ADJACENT PROPERTY OWNER'S SPECIFICATIONS SHALL CONFORM TO THE FOLLOWNG CONDITIONS,UNLESS OTHERWISE SPECIFIED BY THE TRENCH WRI A 2'(COMPACTED MINIMUM)DEPTH OF CLASS'C'ASPHALTIC CONCRETE COO SOD USED TO REPAIR EXISTING LAWN AREA SHALL BE OF A BLEND THAT WILL MATCH THE GOVERNING PERMIT AGENCY: MIX. IF THE CONTRACTOR ELECTS TO PLATE THE TRENCH THE PLATES SHALL BE PINNED ADJACENT USED TO REPAIR LAWN AREATIFOR BOTH COLOR AND BLEND T AT EACH CORNER AND THE EDGES SHALL BE'RAMPED'WTH CLASS'C'ASPHALTICA PARALLEL CONDUIT SHALL MAINTAIN A HORIZONTAL SEPARATION OF 50 FEET. CONCRETE COLD MIX TO PREVENT'WHEEL SHOOT('ON IMPACT. COLD MIX SHALL BE PRIVATE IRRICATION SYSTEMS ARE OCCASIONALLY LOCAlEO WITHIN THE PUBLIC MEASURED SURFACE TO SURFACE.(OUTSIDE EDGE TO OUTSIDE EDGE) COMPACTED AND SMOOTH IN EITHER TYPE OF INSTALLATION. TO PREVENT SODDING, RIGHT-OF-WAY OF ADJACENT STREET AREAS ME CONTRACTOR SHALL BE RESPONSIBLE TRAFFIC PLATES SHALL BE TREATED WITH WELD BEADS TO PROVIDE TRACTION, WELD FOR THEIR OPERATION AND REPAIR IF DAMAGE OCCURS DURING HIS CONSTRUCTION B PERPENDICULAR CONDUIT PASSING UNDER OR OVER UTILITIES MUST MAINTAIN 12' BEADS SHALL BE LOCATED 4'ON CENTER AND EXTEND THROUGH THE TRAVEL PORTIONS OF ACTIVITY. PRIVATE IRRIGATION SYSTEMS LOCATED ON PRIVATE PROPERTY DAMAGED BY VERTICAL CLEAR SEPARATION.UNLESS SPECIFICALLY STATED OTHERWSE BY TIE THE PLATES USE OF STEEL PLATES IN THE ROW TO BE APPROVED BY THE GOVERNING JURISDICTIONAL UTILITY OR PERMIT AGENCY. PERMIT AGENCY. NO COST ACTIVITY SHALL BE REPAIRED IMMEOAIELY To THE OWNER'S SATISFACTION AT NO COST TO THE OWNER C THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING THIS IN DEVELOPED(PROFESSIONALLY) AREAS NO WARN SHALL BE OOZE WTHWT REQUIRED VERTICAL SEPARATION BY EITHER EXPOSING THE UTILITY EVERY 100 FEET IN THE OWNER'S MITTEN PERMILLANDSCAPEDOR AUTHORIZATION. THOSE AREAS WHERE HORIZONTAL SEPARATION IS LESS THAN 5.0 FEET OR BY UTILIZING KNOWN DEPTHS OF ADJACENT FACILITIES IF THE CONTRACTOR UTILIZES THE ADJACENT FACILITIES TO DETERMINE DEPTH,HE SHALL CONTACT THE GOVERNING AGENCY AT EACH SUCH LOCATION AND THE AGENCY WILL DETERMINE THE NECESSARY DEPTH OF THE TOP OF THE CONDUIT AT THAT POINT. D. THE VERTICAL AND HORIZONTAL SEPARATION SHALL BE MAINTAINED AT ALL TIMES UNLESS SPECIFICALLY STATED OTHERWISE BY THE JURISDICTIONAL PERMIT AGENCY.ANY SPECIFIC DEVIATION IN VERTICAL AND HORIZONTAL SEPARATION FROM THOSE DESCRIBED SHALL BE REPORTED TO THE OWNER BY THE CONTRACTOR.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING VERTICAL AND HORIZONTAL SEPARATION AT ALL TIMES AND SHALL BE RESPONSIBLE FOR ANY AND ALL ENCROACHMENTS c OSIBP COIL CHECKED BT gXLC FIELDED STANDARD PLANS FOR CONSTRUCTION UV BY} GLc DRAWN Br, ccuc "CONFIDENTIAL& PROPRIETARY INFORMATION" GENERAL NOTES `M .11`` DAM BTI AEN9O I. GOMM i CONS, N,14.LUG) TELEPOItr doNNUNKIATIoN,s4 BBResd AMERICA, LLB %OBIO S.MF.NIMBUS' Oregon`ity 5033434134 SPECIFICATION SET TCA TIdARD,OR 07223 } �'P^ww.com P^971115 .com .4734 F#i^ truclureronsWting.rom PLOT DATE: SCALE: SHEET: 6/13/2019 AS SHOWN NTOI pROIFCRON OF FwsRNG BURNFY IIONUUENTS` AFFDAL NOTES. YALILTS/HANDHOLESL THE CONTRACTOR SHALL REPLACE ALL MONUMENTS THAT DEFINE PROPERTY OWNERSHIP ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS ALL VAULTS TO BE UTILITY VAULT PRECAST TYPE 444-LA UNLESS OTHERWISE SPECIFIED. SUCH AS IRON RODS,IRON PIPES,BRASS SCREWS.AND REFERENCE POINTS AS REQUIRED ABA-LA VAULTS ARE TO BE FULLY EQUIPPED WITH LADDERS,CABLE RACKS SUPPORTS, BY THE GOVERNING STATE STATUTES. ANY CORNER OR REFERENCE TO A CORNER OF A ALL NEW OR EXISTING CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF AND PULLING IRONS AS SHOWN BELOW! RECORD OF SURVEY SHALL BE REPLACED BY A LICENSED SURVEYOR WITHIN 90 DAYS OF CONSTRUCTION ITS REMOVAL (4) Y'BRACKETS SIM STRAND TO BE USED WITH STANDARD 6/B'POLE LINE HARDWARE UNLESS OTHERWISE (4) 8 HOLE-113/4"CUT RACKS REPLACEMENT MONUMENTS SHALL CONFORM TO STATE STATUTES AS TO TYPE AND STYLE SPECIFIED.BOND STRAND TO POWER VIM AND ADD ANY 1,IISSNG GROUNDS ON BONDS (4) SPRING NUT&SCREWS-(I/2'NUT.1/2"X I 1/4"PLATED CAP SCREW) OF IDENTIFICATION WITH THE NECESSARY RECORD OF SURVEY IDENTIFYING WHAT WAS FOUND DISCOVERED AT TIME CE CONSTRUCTION WHERE APPLICABLE, ORIGINALLY AND WHAT WAS SET AND THE DATE THE REPLACEMENT WAS SET: THE RECORD MOUNT BRACKETS ON 2'GALVANIZED'C'CHANNELS,2 EA.SIDE,Ie'APART OF SURVEY SHALL BE COMPLETED IN CONFORMANCE WITH THE REGULATIONS OF THE ALL EXTENSION ARMS TO BE PLACED WILL BE EPDXY ARMS UNLESS OTHERWISE NOTED OR RELEVANT STATE AND THE JURISDICTIONAL PERMIT AGENCY SURVEYOR. APPROVED BY THE INSPECTOR. ALL VAULTS SHALL HAVE A SUMP CAST IN PLACE FOR DEWATERING IT IS THE CONTRACTORS RESPONSIBILITY TO UNDERSTAND AND COMPLY WITH ME PURI ARMS TO BE TYPE 7132000 UNLESS OTHERWISE SPECIFIED AND ARE TO BE INSTALLED GROUND COVER OVER ALL VAULTS SHOULD BE 36'MINIMUM DEPTH BELOW FINISHED STREET JURISDICTIONAL STATUTES SET FORTH BY THE RELEVANT GOVERNING AGENCY. ACCORDING TO THE POLE OWNER SPECIFICATIONS OR MANUFACTURER SPECIFICATIONS OR SIDEWALK ELEVATION UNLESS OTHERWISE SPECIFIED IN THE VAULT DETAILS OR ON ANY POLE OWNER SPECIFICATIONS MAY SUPERSEDE MANUFACTURER SPECIFICATION FOR RIGHT-OF-WAY PERMIT ISSUED. IN ADDITION.DEPTH OF COVER OVER MANHOLES SHALL CONSTRUCTION STARING, BOLTS AS REQUIRED. TYPICAL INSTALLATION INCLUDES UTILIZING TWO(2)THROUGH NOT EXCEED BO"OF COVER TO THE TOP OF THE VAULT OR PER VAULT MANUFACTURERS BOTS AND NO LAG BOLTS SPECIFICATIONS. IN AREAS WHERE THE CONDUIT ALIGNMENT IS NOT CLEARLY DEFINED BY CURB LINES FENCE ALL ANCHORS TO BE USED WILL BE 3/4 SCREW IN TYPE. EXCAVATION OVER VAULTS IS CONSIDERED PART OF THE TOTAL VAULT INSTALLATION. LINES OR OTHER EVIDENCE OF THE RIGHT-OF-WAY,DHE ENGINEER WILL PROVIDE CENTERLINE STAKES OR PAINT MARKS AS REQUIRED TO CLEARLY IDENTIFY THE PROPOSED ALL STRAPS WILL BE PLACED 4"BEFORE AND AFTER EVERY SUPPORTING CLAMP At A IF ANY FIELD SLOTTING OF PRECAST CONCRETE VAULTS IS REQUIRED TO PROVIDE ACCESS CONDUIT ALIGNMENT. MINIMUM OF 21'APART. FOR CABLES AND CONDUIT NOT PROVIDED WITH A BLOCKOUT FOR THAT PURPOSE:THE VAULT CENTERS WILL BE FIELD STAKED BY THE ENGINEER WHEN REQUESTED MTH OFFSET REPAIR/REPLACE EXISTING LASHING WIRE IF DAMAGED,AND ADD ANY MISSING GROUNDS. FIELD SLOT SHALL BE REPAIRED BY SPLICING ANY REINFORCING REBAR THAT HAS BEEN STAKES AT RIGHT ANGLES(90')TO THE CONDUIT ALIGNMENT. CUT TO ALLOW CABLE ENTRY AND SHALL BE SEALED FIH NON-SHRINK CONCRETE GROUT. CONTRACTOR TO PLUG ALL VACATED HOLES FROM ABANDONED OP RELOCATED THE CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF IT BECOMES EVIDENT FIELD CLOSURES IDENTIFIED IN THE PLANS SHALL BE LOCATED BY THE CONTRACTOR. DEVIATION ATTACHMENTS PER POLE OWNER SPECIFICATIONS, AND SLOTTING H WILLNEL PRO. FIELDASLOTS SHALLSURFACE FOR (SCORED INSIDEINGAND OUT) AND BRUSH BEAN TO PROVIDE A ROUGHENED FOR GROUTOBONDING AND TO FROM PLAN LAYOUT SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONDUIT AND/OR IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND FOLLOW NATIONAL ELECTRIC MINIMIZE REINFORCING SPLICES. CLOSURE INSTALLATION. SAFETY CODE ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES.ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PRINTS IS TO BE EXCAVATION FOR ALL PRECAST VAULTS AND LES MUST ALLOW FOR OVERALL IF ADDITIONAL FIELD STAKING OR LOCATION OF CONDUITS.VAULTS,PROPERTY LINES,ETC, BECOMES NECESSARY,THE CONTRACTOR IS TO NOTIFY THE INSPECTOR OR THE ENGINEER VALIDATED WITH THE DESIGNER OR OWNER PRIOR TO CONSTRUCTION, ASSEMBLED HEIGHT OF THE VAULT PLUS ADDEDD HEIGHT OF RISERS AND BEDDING MATERIAL TWO WORKING DAYS PRIOR TO BEGINNING THE WORK. l& CONSISTING OF 6'OF COMPACTED SAND OR GRAVEL, S GRADED LEVEL A MINIMUM EXCAVATION CLEARANCE OF 4"AROUND THE 9DEWALL5 OF THE VAULT IS REQUIRED FOR EASE OF INSTALLATION. .UMEars.-02110a7. ALL DIRECT BURIED CONDUITS SHALL DE SONO PVC OR SORII HOPE UNLESS OTHERWISE SPECIFIED.ALL CONDUITS ARE TO BE EQUIPPED WITH PULL-ROPE OR MULE TAPE AND BACKFILL AROUND ALL VAULTS SHOULD CONSIST OF COMPACTED SELECT BACKFILL CAPPED WITH COMPRESSION PLUGS MATERIAL OR IN ACCORDANCE WITH AGENCY SPECIFIED BACKFILL IN NO CASE SHALL THE WORKRKONN8ANCENCYIC OR PRIVATE ADEQUATEROW OR WITHOUT TIPERMIT PERFG THROUGH THE CONSTRUCTION MATERIAL BE SATURATED SOIL.OR CONTAIN LARGE ROCKS OR CHUNKS. NO VOIDS SHOULD ACTIVITIES. CONTRACTOR SUPPLIED MATERIALS SHALL CONFORM TO THE JURISDICTIONAL PERMIT REMAIN BETWEEN THE VAULT WALLS AND NATIVE SOIL OF EXCAVATION., BACKFILUNG AGENCY AND OWNER SPECIFICATIONS SHOULD NOT BE DONE UNTIL THE VAULT IS COMPLETELY ASSEMBLED MAKING CERTAIN TO TRAFFIC WARNING DEVICES AND SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM COMPACT THE BACKFILL PROGRESSIVELY IN 12-LIFTS FROM THE BOTTOM TO THE T0P TRAFFIC RNRO DEVICES MDTFOR STREETS ONF AND HIGHWAYS(U.S.GOVERNMENT ALL CONTRACTOR SUPPLIED MATERIALS SHALL INCLUDE A CERTIFIED TEST REPORT CLEARLY SURFACE WHEN USING MECHANICAL VIBRATORY EQUIPMENT TO OBTAIN DSL COMPACTION STATING THAT THOSE SUPPLIED MATERIALS COMPLY WITH ANY SUCH SPECIFICATION. NEAR COMPOSITE VAULTS AND HANDHOLES CONTRACTOR IS TO PLACE INTERNAL PRINTING OFFICE)AND TO THE GOVERNING AGENCY STANDARD SPECIFICATIONS HIGH LEVEL CROSS-BRACING PER MANUFACTURER SPECIFICATIONS WARNING TYPE DEVICES ARE TO BE USED AT ALL TIMES AND SPECIAL WARNING DEVICES ALL CONDUIT IS TO BE PLACED IN THE LOCATION SHOWN ON THE DESIGN PRINTS WITH MAY BE STIPULATED BY THE JURISDICTIONAL PERMIT AGENCY AT ANY TIME THE USE WILL MINIMUM COVER OF 38 INCHES OR AS NOTED ON THE DRAWINGS OR SPECIFIED BY THE ALL BACKFILLING IS THE RESPONSIBILITY OF THE CONTRACTOR. ADD TO THE SAFETY AND PROTECTION OF TRAFFIC OR PEDESTRIANS IN THE CONSTRUCTION REGULATORY PERMIT AGENCY. AREA. ALL GROUTING OF RISERS COVERS.CONDUIT.OR SPECIFIC SECTIONS OF VAULTS IS THE THE TOTAL LENGTH OF TRENCH OPEN AT ANY ONE TIME IS TO RE KEPT TO A MINIMUM RESPONSIBILITY OF THE CONTRACTOR. NON-SHRINK CONCRETE GROUT WILL BE USED TO A TRAFFIC CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AS REQUIRED AND SEAL ALL.DINTS AND APPLIED IN A MANNER TO ENSURE COMPLETE FILLING OF VOIDS IN SUBMITTED TO EACH PERMITTING AGENCY REQUESTING SUCH PLAN FOR REVIEW AND ALL HOPE CONDUITS ENTERING VAULTS SHALL HAVE A MINIMUM 5.0 FOOT STRAIGHT THE JOINT BEING SEALED. APPROVAL OR REVISION PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY FOR MIS SECTION OF CONDUIT SLEEVE. TRS STRAIGHT SECTION SHALL BE PARALLEL TO THE WALL PROJECT. THE APPROVED PLAN SHALL BE SUBMITTED TO THE AGENCY AND A COPY OF OF SAID MANHOLE AND SHALL BE SMOOTH AND FREE OF ALL BURRS AND OTHER FEATURES ACCESS DOORS SHALL BE CONSTRUCTED OF STEEL,ALUMINUM.OR CONCRETE WITH AN THE PLAN SHALL BE KEPT AT THE CONSTRUCTION SITE AND MUST BE READILY AVAILABLE THAT MAY DAMAGE CABLES PLUGS SHALL BE unLIZEO TO ORGANIZE,SECURE AND SEAL APPROVED NON-SLIP SURFACE HAVING A STATIC COEFFICIENT OF FRICTION BETWEEN DBD FOR REVIEW BY AGENCY REPRESENTATIVES. THE HOPE CONDUITS WITHINTHE SLEEVE AS THEY ENTER THE VAULT. SURFACESAS GREATERMTHAN 4x SHALL HAVE A COEFFICIENT OF FRIED BY AVM DESIGNATION C 1028-es, CTION BSS ETWEEN 080 AND ALL PVC OR HDPE CONDUITS ARE TO BE PLUGGED WITH COMPRESSION STYLE PLUGS OR 1.00. PERIILiS-FRANCFBPFS-FASFAh'NTc• EQUIVALENT. ALL INNER-DUCTS PLACED IN OUTER-DUCTS ARE TO BE ORGANIZED AND SEALED WITH TRI-PLEX COMPRESSION PLUGS.ANY CONDUITS CONTAINING FIBER CABLES OWNERS ARE RESPONSIBLE TO MAINTAIN THE NON-SUP CHARACTERISTICS OF THE ACCESS PHYSICAL WORK SHALE NOT BE STARTED UNTIL THE GOVERNING AGENCY INSPECTOR AND WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUIT AROUND THE CABLE. DOOR OVER ITS LIFE IN THE SIDEWALK AREA. THE CONTRACTOR ARE IN POSSESSION OF AND HAVE CAREFULLY REVIEWED AND FULLY UNDERSTAND ALL CONDITIONS AND SPECIFICATIONS SET FORTH IN THE REQUIRED PERMITS, A MINIMUM HORIZONTAL SEPARATION OF 24 INCHES SHOULD BE,MAINTAINED FROM OTHER FRANCHISES AND/OR EASEMENTS UTILITIES UNLESS OTHERWISE SPECIFIED.DEVIATION FROM MIS MINIMUM SEPARATION OR THE PLAN AS LAID OUT REWIRES AUTHORIZATION FROM THE UTILITY OWNER, NOTE:SEE THE PLACING FOREMAN SHALL HAVE A COPY OF THE PERMITS/EASEMENTS ON SITE AT ALL SPECIAL UTILITY CLEARANCES ON SHEET NT01 TIMES. ANY CONFLICT BETWEEN WORK PRINT SPECIFICATIONS AND SPECK-CAMAS SET FORM fIILIGHIZI UNDER RELATED PERMITS,FRANCHISES.AND/OR EASEMENTS MUST BE CLEARED BY PROPER COMPANY AUTHORITY BEFORE PROGRESSING WITH WORK INVOLVED ANY REQUIRED STEEL CASING PIPE SHALL BE TOUR FILET WELD(3/1B')OR THREADED COUPLING. IF WELDED THE CONTRACTOR SHALL PROVE THE INTERIOR DIMENSION BY PULLING A MANDREL COMPLETELY THROUGH THE WELDED JOINT IN BOTH DIRECTIONS. PIPE JOINTS SHALL BE STEEL BRUSHED AND PAINTED(NTH A ZINC RICH FLAT BLACK METAL PRIMER PAINT. DESBR COLO CHECKED BT COLE STANDARD PLANS FOR CONSTRUCTION FIELDED BR COLE DRAWN BY: COLE "CONFIDENTIAL& • PROPRIETARY INFORMATION" Yi yy COMM�i GENERAL NOTES ,1` ` DATE1 BD RENSdI 1- mss44.11.'4"-LO) , TELEPORJtT doMMUNIdATION� 4DORRRR I 811 aBYoed Avenue Mein Office: SPECIFICATION SET AMERICA, Ltd TCA /0340 3AR°D9•DR 172285 Oregon City, 0097045 •5113.393.4134 ImclPTecoRuWting.com PLOT DATE: SCALE: SHEET: 6/13/2019 AS SHOWN NTO2 =STING IIAAWaE ACCESS AS-BIALT DATA-MFlHm OF PROFFNMRF AS-BUTT T DATA-IIETROD LIF PROCEDURE. THE CONTRACTOR SHALL CORE DRILL EXISTING CONCRETE WALLS TO PROVIDE ACCESS FOR UPON NOTIFICATION OF COMPLETION OF THE WORK AND ACCEPTANCE BY THE OWNER.THE DIRECTIONAL BORING CONDUIT AS SHOWN IN THE PLANS CORE DRILLING SHALL PROVIDE A MINIMUM 1 INCH CONTRACTOR SHALL PROVIDE THE PROJECT MANAGER WITH A SET OF NEAT AND ACCURATE LARGER DIAMETER HOLE THAN THE SZE OF CONDUIT BEING PLACED.THE CONTRACTOR AS-BUILT'DRAWINGS WITHIN 10 BUSINESS DAYS OF COMPLETION OF THE PROECL SHALL SEAL THE VOID BETWEEN THE CONDUIT AND THE CONCRETE WITH NON-SHRINK 1)DEPTH CURSOF CONDUIT MEASURED EVERY TH FEET WITH A RUNNING LINE OFFSET DISTANCE EPDXY GROUT. AS-BUILT DATA SHALL BE UPDATED AND MAINTAINED DAILY ON FIELD COPY DRAWINGS FOR FROM A EDGE OF PAVEMENT OR OTHER PHYSICAL REFERENCE OBJECT, THE DURATION OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT,THE AS-BUILT THE CONTRACTOR SHALL REPAIR ANY STRUCTURAL REINFORCING DAMAGED BY CORE DATA SHALL BE TRANSFERREDTO A CLEAN SET OF CONSTRUCTION DRAWINGS FOR 2)BORE PLANT AND PROFILEFDRAWING REFLECTING THE DEPTH AND RUNNINGO ENE TAIL DRILLING REINFORCING REPAIR SHALL BE IN CONFORMANCE RUTH THE REQUIREMENTS AND BUBMITTAL TO THE PROJECT MANAGER. MEASUREMENT EVERY 10 FEET THROUGHOUT THE ENTIRE LENGTH OF THE BORE;DETAIL SPECIFICATIONS Of CRSL(CONCRETE REINFORCED STEEL INSTITUTE) BORE PROFILES WITH DEPTH AND LOCATION OF ALL VISUALLY VERIFIED UTILITIES(LE.ALL THE AS-BUILT DATA SHALL BE DETAILED ON THE DRAWINGS IN EITHER COLORED INK OR Poi-HOED UTILITIES EXPOSED ALONG THE BORE ALIGNMENT) IF THE CONTRACTOR ELECTS TO ADJUST AN ACCESS HOLE IN WHICH REINFORCING WAS COLORED PENCIL ACCORDING TO THE FOLLOWING COLOR CODES FOUND TO AVOID DAMAGE TO THE REINFORCING STEEL HE SHALL FULLY EXPOSE THE SURFACE OF THE REBAR AND FIELD COAT THE BAR WITH A ZINC RICH PAINT BEFORE REO: WORK PLACED ACCORDING TO DESIGN AND CHANGES TO THE DESIGN 3)AS-BUILT DRAWINGS SHALL HAVE THE WORDS'AS-WILT'WITH THE NAME OF THE PLACING NON-SHRINK EPDXY GROUT TO REPAIR DAMAGE. OREENI WORK NOT PLACED ACCORDING TO THE DESIGN,OMIT FROM DESIGN CONTRACTOR AND THE DATE STAMPED ON EVERY SHEET IN THE DRAWING PACKAGE. BLUE: EXISTING UTILITIES FACILITIES COMMENTS AND NOTES I OCATORS AND MARKERS: ANY CHANGES OR DEKA SONS FROM THE CONSTRUCTION DRAWINGS MUST BE APPROVED BY 1) DIRK PERFORMED ACCORDING TO THE OESON SHALL HIGHLIGHTED OR LOCATED IN THE PROJECT MANAGER OR THE OWNER PRIOR TO MAKING NY O'THE SAID CHANGES OR THE CONTRACTOR IS RESPONSIBLE FOR PLACING APPROPRIATE MARKERS TO INSURE THAT REO GENA MILS OTHER UTILITIES WORKING IN THE AREA OF OWNER FACILITIES ARE AWARE OF THEIR PRESENCE BEFORE DAMAGE CAN OCCUR MARKING WILL BE MADE BY USE OF"WARNING 2) WORK PERFORMED ACCORDING TO APPROVED CHANGES OR VARIATIONS TO RHE DESIGN TAPE'AND'POST MARKERS'FOR CONDUIT,AND 3M ELECTRONIC MARKER SYSTEM(EMS) SHALL BE HEART DRAWN AND DETAILED ON THE DRAWINGS SHOWING HOW THE CHANGES PHOTO DOCUMENTATION; LOCATORS FOR VAULTS AND HANOHOLES WERE CONSTRUCTED IN THE FIELD. ALL UNDERGROUND VAULTS.INCTON BOXES CONDUIT INFRASTRUCTURE:TRENCHES 'WARNING TAPE'SHOULD BE PLACED A MINIMUM OF 12'ABOVE ANY CONDUIT ALONG THE 3) WORK THAT WAS DESIGNED BUT NOT PERFORMED AS SHOWN ON THE DRAWINGS SHALL EXCAVATIONS AND RESTORATION TO BE CLEARLY PHOTOGRAPHED BEFORE,DURING AND ENTIRE TRENCH ROUTE,MILE ADDITIONALLY'POST MARKERS'SHOULD BE PLACED EVERY BE HIGHLIGHTED OR LOCATED IN GREEN TO SHOW THAT RIE WORK FUNCTION WAS NOT AFTER CONSTRUCTIONLBOXES TO VERIFY THAT CONSTRUCTION PROCEDURES ARE MET.RMINA FACILITY BW'IN SUBURBAN AREAS AND 1000'IN RURAL AREAS CONSTRUCTED AS DESIGNED. ENTRANCES PULL CABLE RACEWAYS SPLICE CASES SPLICE TRANS,iERMINATON RACKS AND OTHER EQUIPMENT OR ELECTRONICS INSTALLED BY CONTRACTOR TO BE BOTH VAULTS AND HANOHOLES ARE TO BE EQUIPPED WITH EMS LOCATORS VAULTS AND 4) EXISTING FACTURES OR UTILITIES ENCOUNTERED:IN CONSTRUCTION NOTES ADDITIONAL PHOTOGRAPHED AT THE TIME OF INSTALLATION TO ENSURE PROPER PROCEDURES ARE MET HANDHIXES SHALL HAVE EMS MARKERS INSTALLED SECURED ON THE WALL AT THE TOP TO CONSTRUCTION RELATED INFORMATION IDENTIFIED IN ME FIELD SHALL BE NEATLY DRAWN AND TO PROVIDE ADEQUATE DOCUMENTATION TO SERVE AS ASBUILT RECORD EASE LOCATING, AND DETAILED IN BLUE. GFNERAE CPFOFI-ATIONc d<r'H AMFR I OT'.A/E AyRF AND RO(NOMG: COLAACCCEEPTABLE, FLUORESCENT YELLOW HIGHLIGHTER PENS HIGHNG LIGHTER PETHE NS ARE NOT AN ACCEPTS AS DETAILED ABLE FORM THEVE ARE INFORMATION CONTAINED IN THESE SPECIFICATIONS PROVIDES GENERAL GUIDELINES ALL UNDERGROUND TELECOMMUNICATIONS INFRASTRUCTURE CONDUIT SHALL HAVE A SOLID OF AS-BUILT COLORING NECESSARY TO FACILITATE THE INSTALLATION O COMMUNICATIONS INFRASTRUCTURE.ANY FIO WOL LOCATE WIRE PLACED INSIDE OR ALONG THE CONDUIT ALIGNMENT UNLESS AS-BUILT DRAWINGS SHALL CONTAIN THE FOLLOWING DATA AT A MINIMUM FOR EACH OF DISCREPANCIES BETWEEN THESE SPECIFICATIONS AND THE LOCAL GOVERNING AUTHORITY OR SPECIFIED OTHERWISE BY TUE GOVERNING PEROT AGENCY, PERMIT AGENCY IS TO BE VALIDATED INTI THE DESIGNER OR OWNER PRIOR TO THE FOLLOWING WORK FUNCTIONS CONSTRUCTION. WHERE DETAILS ARE SHOWN,THEY ARE PROVIDED AS A REFERENCE FOR ALL LOCATE CORE SHALL BE EFFECTIVELY GROUNDED PER INDUSTRY ACCEPTABLE AERIAL SEGMENTS PLACEMENT OF COMMUNICATIONS INFRASTRUCTURE AND ACCEPTABLE INDUSTRY STANDARDS STANDARDS. T-3 LOCATE WIRE ACCESS TERMINALS OR APPROVED EQUIVALENT SHALL BE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE INSTALLATION OF ALL INSTALLED AT VAUL T/HANDHOLE LOCATIONS FOR TERMINATION OF LOCATE WIRE AND HAVE INFRASTRUCTURE MEETS THE APPLICABLE LOCAL,REGIONAL AND NATIONAL BUILDING CODES SUFFICIENT ACCESS FOR TIE EASE OF LOCA PNC FACILITIES LOCATE WIRE TERMINALS ARE 1) POINT OF ATTACHMENT HEIGHT FROM THE GROUND TO TIE CABLE AND/OR STRAND ON POLES AND SAFETY STANDARDS COIMSTRUCTURE CONSULTING LLS DOES NOT ASSUME LIABILITY TO BU MOUNTED ON AN ACCESSORY ANGLE BRACKET ON THE INTERIOR RISER/WALL OF A FOR THE NEGLIGENCE OF THE INSTALLATION CONTRACTOR AND THEIR ABILITY TO PERFORM CONCRETE VAULT OR INTERIOR WALL O A FIBERGLASS/COMPOSITE VAULT. 2) CABLE FOOTAGE(SEQUENTIAL)MARKINGS AT ALL CABLE ENDS START AND END OF ANY ASPECT OF THE WORK HEREIN ACCORDING TO THESE STANDARDS ALL NEW B UTILITY VAULT OR HANOHO.E INSTALLATIONS SHALL REQUIRE THE INSTALLATION SLACK STORAGE AND CONDUIT ENTRANCE/EXIT POINTS OF NOT O DAMAGE GROUND ROOSTRUUCTUUOR R SND BOTTOM ROD SHALL BE O'ULT PROPERG 3) LOCATION OF ALL SLACK STORAGE AND CABLE SPLICE POINTS REFERENCES: LENGTH AND PLACEMENT TO ACHIEVE AN EFFECTIVE ELECTRICAL GROUND PER NEC/NESC AND THE GOVERNING PERMIT AGENCY. 19 AWOL COPPER WORE IS TO BE PLACED FROM THE 4) ANCHOR AND DOWN WY SIZE PLACED AND LEAD LENGTH BETWEEN THE ANCHOR AND EIA/TIA COMMERCIAL BUILDING WRING STANDARD,806 AND ALL RECOGNIZED TSBS GROUND RW TO THE GROUND LUG ON THE T-3 LOCATE WIRE TERMINAL. ALL SOLID 110 THE POLE. AWOL LOCATE WIRE ENTERING VAULTS OR HANOROLES SHALL BE TERMINATED TO THE T-3 NATIONAL ELECTRIC SAFETY CODE LOCATE WIRE ACCESS TERMINAL USING MANUFACTURER SUPPLIED BINDING POSTS BONDING STRAPS ARE TO BE INSTALLED BETWEEN ALL/lo BINDING POSTS AND THE 16 GROUND LUG UNDERGROUND SEGMENTS EFFECTIVELY GROUNDING ALL LOCATE WIRE WITHIN THE STRUCTURE. UNDERWRITER'S LABORATORIES(UL): APPLICABLE LISTINGS AND RATINGS I) DEPTH OF CONDUIT MEASURED EVERY 26 FEET AND AT EVERY CHANGE IN DIRECTION LOCATE WIRE TO BE PLACED THROUGH CONDUIT RISERS WHEN TRANSITIONING FROM ALONG THE CONDUIT ALIGNMENT. 1) ALL CONDUIT PLACED DIN PRIVATE PROPERTY IS TO BE SCI 40 PVC IF PLACED UNDERGROUND TO AERIAL ON UTILITY POLES SHALL EXTEND UP THE INTERIOR OF THE RISER OUTSIDE THE BUILDING AND EMT IF PLACED WITHIN THE BUILDING RISER CONDUIT ON THE AND THEN TRANSITION FROM THE TOP OF THE RISER GOWN THE POLE AND BONDED TO A 2) OFFSET DISTANCE MEASURED EVERY 25 FEET AND AT EVERY CHANGE IN DIRECRON EXTERIOR OF BUILDING IS TO BE CRC UNLESS OTHERWISE SPECIFIED 5/B'COPPER CLAD GROUND ROD PLACED PER NESC GUIDELINES TO ACCOMMODATE FROM THE ALIGNMENT TO A CURS EDGE OF PAVEMENT OR OTHER PHYSICAL REFERENCE EFFECTIVE TERMINATION AND GROUNDING OF THE LOCATE WIRE. OBJECT 2) ALL CONDUIT IS TO BE EQUIPPED WITH INNERDUCT AS SPECIFIED. PRIOR TO TOUCHING WORKING OR CONNECTING LOCATING EQUIPMENT TO LOCATE WIRE.THE 3) LOCATION AND DEPTH OF VAULTS HAND HOLES AND JUNCTION BOXES PLACED. SYSTEM MUST BE TESTED FOR INDUCED VOLTAGE. INSTALL FILTER PROTECTOR/ARRESTOR 3) 90 BENDS ARE TO BE'SWEEP'BENDS 3'RADIUS UNLESS OTHERWISE SPECIFIED. AS REQUIRED ON ONE OR BOTH LOCATE WIRES IF INDUCED VOLTAGE EXCEEDS 50VAG 4) DEPTH,TYPE AND DIRECTION OF ANY EXISTING UTILITY ENCOUNTERED CROSSING THE "ALL LOCATE WIRE TERMINATION AND BONDING OF CONDUCTIVE MATFRIAI S TO BEN CONDUIT ROUTE, AGCORDATNCF IM TH ME LATEST ANG N OF THE NATIONAL EI.FCIRIC SAFETY CODE AND 4) CONDUIT PATHWAYS WITHIN BUILDING THE I EXISTING SHALL BE SUPPORTEDSTRUCTURE ETH AC NATIONAL,,,,.x IC COM' 6) LOCATION OF MAGNETIC LOCATING TARGETS PLACED, APPROPRIATE HARDWARE SPECIFIC TO EXISTING MATERIAL OR B) CABLE FW TAGS(SEQUENTIAL)MARKINGS AT ALL CABLE ENDS START AND END OF C) ALL EXTERIOR WALL PENETRATIONS ARE TO BE RESEALED PER BUILDING AND FIRE (BN MNG CONSTRUCTION! SACK STORAGE,CONDUIT ENTRANCE/EXIT POINTS CODE. ALL WORK SHALL BE DONE IN A NEAT AND WORKMAN"LIKE MANNER,IN CONFORMITY WITH 7) ACTUAL QUANTITY OF CABLE SAG(STORAGE LEFT IN VAULT LOCATIONS 6) ALL INTERIOR WALL PENETRATIONS ARE TO COMPLY 16711 MANNER BUILDING AND LOCAL,STATE AND FEDERAL BUILDING CODES ALL WORK MUST COMPLY WITH APPLICABLE FIRE CODES AND ARE TO BE CONSTRUCTED IN SUCH A MANNER AS TO INSURE THE DATA SYSTEM STANDARDS AND NATIONAL ELECTRIC CODE STANDARD SPECIFICATIONS 8) ACTUAL WALL TO WALL MEASUREMENTS OF CONDUIT SEGMENTS BETWEEN VAULTS INTEGRITY OF THE PENETRATED WALL. STANDARDS INCLUDE.BUT ARE NOT LIMITED TG EIA/TIA 568-B COMMERCIAL BUILDING WRING STANDARDS AND EIA/TIA 689-A COMMERCIAL BUILDING STANDARD FOR 9)PROVIDE DETAILED VAULT BUTTERFLY DRAWINGS INCLUDING CONDUIT ENTRY AND EXIT 7) ALL PULL BOXES ARE TO BE NEMA TYPE 3R OR EQUIVALENT TELECOMMUNICATIONS PAMW'AYS AND SPACES LOCATIONS CONDUIT SIZE 0 TYPE;CABLE ROUTING CABLE COILS SPLICE CASES RACING LOCATE WIRES LOCATE TERMINALS:GROUND RODS GROUNDING AND GENERAL B)NOTIFY THE'BUILDING CONTACT'PERSON A MINIMUM OF 48 HOURS PRIOR TO ORIENTATION COMMENCING ANY WORK ON THE PREMISS. DESIGN an CQLC CHECKED BY; CGLLC STANDARD PLANS FOR CONSTRUCTION FIELDED BT =LC DRAWN BR CGXLC "CONFIDENTIAL& 441 sib._ PROPRIETARY INFORMATION" - DATE; BR REVISION GENERAL NOTES 1 COMM )—LtC' —E GONSKI-T INC..LLG 811 Railroad Avenue Main Office:.. 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'4.*. •0 L.'; 0 . .. •0 . , •. • 0. 1 0 DRVEW Y PROPOSED' Z a.W 'aM• PAVEMENT TAPER / di-, ECP , EIN Ed' EDP 0 0e02, N w 1 - - I - I - -I . - � - I � - 8— © 8 u 8 PROPOSED PAVEMENT 0 SW 72ND AVENUE 169 - WIDENING BY OTHERS P-W-175't CURB CURB DUKE CURB NOTE: CMS FOR ADDITIONAL 9TE CONSTRUCTION INFORMATION SEE PLANS BY DCI ENCNEERS.PORTLAND, OR,ENTITLED "72ND AVENUE ___.._. . .APARTMENTS,PUBLIC FACILITIES IMPROVEMENTS 11720&11750 _—--—RAV----------...._—_ SW 72ND AVENUE, TIGARD.GR'. ____—____________ _____ CONDUIT PLAN SCALE:1•.30' CONSTRUCTION NOTES PCE POLE/6690 Q4 PGE 16714(POLE TO BE REMOVED) 4- 0 „ MAP'I1-36D MAP 1C11-36D 45/2/1995/0 45/4/2014/0 „ EXTG P.QA-23'-0' EXTG P.O.A.-23'-I0' PL NEW 3/4"SCREW ANCHOR&6.6M DOMNGUY WITH 10'LEAD EXTG 6.6M DONNGUY TO EXISTING COMM ANCHOR WITH 10'LEAD EXISTING 4"VACANT CONDUIT STUBBED AT BASE OF POLE-PLACED BY OTHERS EXTG ONE(1)NEW 4'CRC RISER E/W THREE(3)NEW 1-I/4'SDRI.I5 HOPE INNERDUCTS SEE RISER QUADRANT FOR CONDUIT ONNERXMP EXTG FIBER CABLE&SOLID 110 ANG LOCATE NIKE IN ONE(1)1-1/4'SOR135 HDPE INNERDUCT EXISTING 90'BEND-CONTRACTOR TO CONNECT AND CONSTRUCT ONE(1)NEW 4'(IC RISER ON POLE 'REMOVE ALL EXISTING TCA FACILITIES ON POLE AFTER SECTION THROW AND CUT OVER IS COMPLETED ON EXTG STAND-OFF BRACKETS E/W THREE(3)NEW 1-1/4'SDR135 HOPE INNERDUCTS PGE POLE 16690-RISER QUADRANT DETAIL Pt NEW 16 VERTICAL GROUND WE ON POLE 0 EXISTING CONDUITS IN UTILITY JOINT TRENCH SCALE:(SEE RISER DETAIL SREET DTP.) PL NEW POLE MOUNTED LOCATE MIRE ACCESS TERMINAL EXISTING 4'PVC CONDUIT E/W THREE(3)I-1/4'50813.5 HOPE INNERDUCTS PL ONE(I)NEW ARMORED FIBER CABLE&SOLO II0 ANG LOCATE MIRE EXISTING FIBER CABLE&SOLID TIO AMG LOCATE HIRE IN LINE(I)EXISTING I-1/4'INNERDUCT THROUGH ONE(1)NEW I-1/4'S/OR135 HOPE INNERDUCT AND TRAN9TION TO UNDERGROUND PLACED 11/2014 *REMOVE EXISTING FIBER CABLE AFTER SECTION THROW AND CUT OVER IS COMPLETED 22 EXISTING JOINT TRENCH AND ONE(1)4'PVC CONDUIT-PLACED BY OTHERS PULL THREE(3)NEW 1-1/4'SDR13.5 HOPE INNERDUCTS THROUGH ONE(I)EXISTING O EXISTING JOINT TRENCH AND ONE(1)4'PVC CONDUIT STUB AT SIC VACANT 4'CONDUIT-SEE POE POLE/6690 RISER QUADRANT FOR CONDUIT OWNERSHIP EXISTING TCA OWED 264 TA VAULT-PLACED BY OTHERS OPL ONE(I)NEW ARMORED FIBER CABLE&SOLID TIO ANG LOCATE IMRE THROUGH 0 EXISTING TCA OWNED 264 TA VAULT N11H NON-SKID 9DEWALK LID-REMOVE/REPLACE ONE(I)NEW 1-1/4'SDR135 HDPE INNERDUCT PL NEW 355 INTERCEPT UTILITY VAULT IN ASPHALT AREA NITH TRAFFIC RATED LID PLACED____ PROPOSED NEW MD-SHEATH 9,1XE LOCATION SET NEW VAULT AND CAPTURE EXISTING CONDUITS 11ITI4•LIVE•FIBER I—I EXTEND AND TERMINATE NEW OIE(1)4'PVC CONDUIT W NEW VAULT AND 0 30 60 RE-SEALSCALE:1"=30' R VE 100'SLACK STORAGE HEW FIBER CABLE COLED IN VAULT PL NEW TDS 4 WAY TEST STATION-SECURE TO VAULT WALL NEAR OPENING DESIGN Er s EVILER CHECKED Br D.YCREELT GPM#2018POR03-53497 FIELDED En s BUTLER CH Er. t BRADLEY "CONFIDENTIAL& M PROPRIETARY INFORMATION" •I`- _ DATE: Br. REVISION COMM I— —E _ CONSNLTLELC) 6 TELEPORT COMMUNICATIONS TCA ADDA s.A.NIMBUS — 811 Railroad Avenue Main Office: PERMIT SET AMERICA, LLC TNCARD,OR 87PP9 Oregon City,Oregon 97015 503343.4134 truclureconcuNingcom PLOT P 8/28/2019 SCALE: SHEET: ASSHOWN 1.0 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 Spacing Between Signs "Buffer" Speed A B C Space 20 50 25 100 100 100 75 30 100 4U 125 350 350 350 150 45 180 50 500 500 500 210 55 250 60 285 65 700 700 700 325 70 365 Chapter 5 September 2016 2011 Edition Page 107 Diversion into a Continuous Left Turn Lane Diagram 430 /. ROAD WORK A AHEAD B It CENTER V CLOSED A AHEAD A I I • L/2 1 . 1 • 1 • Buffer • ir Protection Vehicle w/TMA(both Optional) See Chapter 4 T nu / n p Buffer • • • L/2 1 • ' • • • L/2 1. 1 A • V • II • 11 WORK I ROAD WORK AHEAD September 2016 Chapter 5