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ROW2014-00050 CITY OF TIGARD RIGHT OF WAY PERMIT COMMUNITY DEVELOPMENT Permit#: ROW2014-00050 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 05/28/2014 TIGARD Parcel: SEG167 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Electric Lighwave Project Description: Adjacent to 9900 SW Greenburg Road.At engineering station 0+13 place 3/4"sidewalk anchor with 9' brace.At pole#5916 please new 2"riser and bore 3'to ROW. Please 3'24F-SM-ARM in new 2"HDPE conduit. SEG 167, 179, 197,200. Owner: FEES Description Date Amount PHONE: Contractor: PHONE: FAX: Applicant: BRIAN DAVIDSON 18110 SE 34TH STREET VANCOUVER,WA 98683 PHONE: 360-558-4215 Total $0.00 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: 1 L (31{1 lii A 4 :4ta;- Issued By: _ ' Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for ROW2014-00050 Tyae: Condition Name: Status: Severity: ROW 01-CUSTOM CONDITION Applied Notice Notify Kenny Fisher at 503-816-6146 or email at kenny @tigard-or.gov of the method used and traffic control required for Greenburb crossing. ROW 02-PERMIT&PLAN REQ ON SITE Applied Notice A copy of the permit and all attachments,and a copy of the approved construction plan and all amendments shall be available at the work area. All work shall conform to the permit terms, conditions 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 the aforesaid must be approved by the City, in advance of work performance. ROW 03-TRAF CTRL-SPECIF(CITY) Applied Notice The City's standard specification for traffic control is"Manual on Uniform Traffic Control Devices for Streets and Highways", U.S. Dept.of Transportation, F.H.A., 1988 Ed. ROW 04-TRAF CTRL-CONTR RESPON FOR Applied Notice Traffic control shall be provided for by the contractor in accordance with the City's standard specification and, also, in accordance with a City(job specific)approved traffic control plan.A copy of the approved traffic control plan shall be available at the work area. ROW 05-TRAF CTRL-ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time,without having first obtained written approval from the City Engineer.The permit holder is responsible for provision of timely notification of traffic flow disruptions to area wide Emergency Services(Tigard Police Dept.,Tualatin Fire&Rescue)and to Tri-Met and Tigard School District. ROW 06-TRAF CTRL-ADVANCE WARNING Applied Notice Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sign at each end of the construction area 72 hours(min.)before initiation of construction work. ROW 07-TRAF CTRL-PRIV PROP ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service and if not, shall be cause for work stoppage until effective access is established. ROW 08-TRAF CTRL-DEVICES IN PLACE Applied Notice Traffic control devices,flagpersons,etc.,shall be in place prior to initiation of construction work and shall be effectively maintained. ROW 09-TRAF/NOISE CTRL-WORK HRS Applied Notice No work will be permitted during the hours of darkness,nor between 9:00 p.m.to 7:00 a.m. Monday through Friday, nor between 9:00 p.m.to 8:00 a.m. Saturday, nor between 9:00 p.m.to 9:00 a.m. Sunday. ROW 10-TRAF CTRL-MIN LANE WIDTH Applied Notice Minimum travel lane width shall be eleven(11)feet; pedestrian travel shall also be provided for. ROW 11-TRAF CTRL-CITY CAN MODIFY Applied Notice The City reserves the right to add to or modify traffic control requirements as may be necessary to effectively control traffic and to assure public safety. ROW 12-INSP 24 HR NOTICE REQUIRED Applied Notice The permit holder or his contractor shall notify the City's inspector Kenny Fisher at 503-816-6146 or email at kenny @tigard-or.gov,twenty-four(24)hours prior to commencing work,twenty-four(24)hours prior to any staged inspection,and after completing work covered by the permit. ROW 13-HAZARDS-CERT OF INS Applied Notice Maintenance of the work area and approach roads is the responsibility of the permit holder.The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards.A copy of the permit holders Certificate of Insurance shall be available at the work area. ROW 14-DEBRIS-MATERIALS Applied Notice 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 cleanup and stoppage of work to accomplish cleanup. ROW 15-EROSION CTRL REQ Applied Notice Effective erosion control is required. Erosion control devices must be installed and maintained meeting D.E.Q. requirements.The City may at any time order corrective action and stoppage of work to accomplish effective erosion control. ROW 16-REPAIRS-LIKE MATERIALS REQ Applied Notice Property disturbed by construction activity shall be seeded with a standard grass mix; shrubs,flowers, barkdust,existing signs,pavement markings, mailboxes,etc., shall be reestablished, reinstalled or replaced,with like kind and material. ROW 17-DRAINAGE CONTROL REQ Applied Notice Effective drainage control is required. Drainage shall be controlled within the work site and shall be so routed that adjacent private property, public property and the receiving system is not adversely impacted.The City may, at any time, order corrective action and stoppage of work to accomplish effective drainage control. ROW 18-UTILITIES PRELOCATION REQ Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. Copies of the rules may be obtained from the Center by calling(503)232-1987. If you have questions about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit holders expense. ROW 19-UTILITY LOCATIONAL CONFLICT Applied Notice Contractor 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 permit holders expense. Changes must be approved by the City in advance of work performance. Contractor shall coordinate the work with affected utility agencies. ROW 20-TRENCH-PATCH/SAFETY/LBILITY Applied Notice A temporary hard-surface patch(Cold mix A.C. or Hot mix A.C. base paving) shall be placed on trenches within roadways at the end of each day's work. No trench,on site or off site,shall be left at any time in an unsafe condition.The permit holder is responsible for and is liable for hazards or damage resulting from the work. ROW 21-REPAIRS REQ-INSPTR OPINION Applied Notice Work provided for under the permit shall include repair of existing facilities(roads,ditches,etc.)as may be necessary, in the City Inspectors opinion,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit.Corrective work shall be done at the permit holders expense. ROW 22-AS-BUILT/ENGR CERTIF REQ Applied Notice At the end of each year, or an a mutually agreeable yearly date, any entity making changes to its facilities in the public right-of-way shall submit complete"as-built"drawings 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 engineers certification of installation compliance(form attached). ROW 23-DAILY INSP REPORTS REQ Applied Notice The permit holders Engineer/Inspector shall submit daily inspection reports, on a weekly basis, to the City's Inspector. (see Developer-Engineer Agreement note#5). ROW 24-TESTS/REPTS TO VALIDT CLMS Applied Notice The City's Inspector may, at their discretion, require provision of tests and or reports from the permit holder, permit holder's engineer or contractor to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the permit holder's expense. ROW 25-RELEASE-WAIVER REQ Applied Notice The permit holder shall provide a copy of a properly executed Release&Waiver document to the City for each ownership disturbed by construction activity, as evidence of disturbance resolution and owner satisfaction. ROW 26-MONUMENT PROTECTION REQ Applied Notice Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holders expense. ROW 27-PROB SOLVING-RESPON PARTY Applied Notice The permit holder shall 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 an emergency.The permit holder shall notify the City Inspector, in writing, of any/all assignment changes. ROW 28-CONSTR SAFETY-RESPON PARTY Applied Notice The permit holder shall cause his contractor to provide to the City Inspector, in writing,the name and 24 hr emergency telephone number of a designated"Competent Person"responsible for construction safety as per OR-OSHA,Chap.437, Div. 3 Construction, Subdivision P-Excavations.The contractor shall notify the City Inspector of any/all assignment changes. ROW 29-ESMT/RT OF ENTRY-RESPON Applied Notice It is the sole responsibility of the permit holder to provide for proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry, or properly executed easements,shall be provided to the City.The City shall in no way be construed to be liable for the permit holder's failure to obtain or provide for proof of right-of-entry or easements. RECE! VED City of Tigard MAY 2 0 2014 ". Application For Work In The Rig :Wa� TIGARD ROW Permit T�TT.;o �� � Vuir�EERING Property Address/Location(s): 9900 SW Greenberg Rd FOR STAFF USE ONLY se( 01 111 Tigard, OR Right-of-Way_,,, (611 �^ L- Case No.: 1Z-LAN 201°4'COO *Applicant's Name: Electric Lighfwave Application Accepted:5r2.0 By:ikfL Address: 18110 SF 34th St Application Reviewed: r L 2 By:/.(B t} Vancouver. WA zip: 98683 Application Fee Due: — O City/State: /' Contact: Applicant Notified: /2 114 AV— Prima Brian Davidson Phone: (360)558-4215 Fax: Receipt No.: NIA- _ Email: briar davidsnneintegratelecom corn REQUIRED SUBMITTAL INFORMATION Contractor's Name: Standard Utility • Application form,completed and signed CCB# 66948 Expiration: • Submit one(1)copy of scaled sketch of the proposed work to be done Address: 12094 NE Ehlem Rd • Submit one(1)copy of traffic control City/State: Aurora, OR zip: 97002 plan Phone: (503) 849-4828 Fax: Professional Engineered Plans are required Email: darrel@standardutility.com fon • Street Widening • Subdivision Infrastructure Plans By: Electric.LightwavA • Main utility line extension Address: 18110 SF 34th St City/State:/state: Varlrouver WA Zip: 98683 Deliver application for .ni a tigard-orgorn or to p City of Tigard Planning/Engineering,13125 SW Hall Phone: (360) 558-4216 Fax: Blvd.Tigard,OR 97223. retail: Rev.t2/10/2013 christine.a-nouno@lnte ratelcom.com I:\Ct7RPI]V Whstrrs\Land Use Appkactmu\1Gght-0t-Nay Pergni1 Applicationdoa Description of work: At engineer stationing 0+13 Place 3/4" sidewalk anchor with 9' brace. At pole#5916 Warp new 7" risar and horn 3'TO ROW Place 3' 24F-SM-ARM in new 7" HOPE conduit Estimated value of work(within the public right-of-way): $ Is work related to a LAND-USE DECISION? YES El NO x If so, please specify(MLP,SDR,SUB,etc.)case#: Is the work related to a BUILDING PERMIT? YES n NO li If so, please specify(BUILDING PERMIT)case#: Signature of Applicant/Pennittee: ,)I1�C1AJ Date: 5/16/2014 Print Name: Rrian f3avidsnn Title: OSP FnginPer City of Tigard I 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2464 I www.tigard-or.gov LEVEL 3 / TIAA CREFF 9900 SW GREENBURG RD PROJECT # C17054.OSP.14.ND.12HP.SUC f ' aI w I I�I Pir- S HA<<6 0 „ 'a^" I ,wo r j '_,�_ �• CO (I(' ) I --"(-- 6...�PRfyJECTF i � ! .. y I I oi _-—--) e ' / ( I f i i : : ''4 , ' ,\, , \ 1 y' tY ^/ 1 00 f 0/ _ IswcO -\ ,\\---_I SW LOCUST ST -- 0 11 1 I - J �� - \ ' SW OAK ST_ 1 1—- L__)____ —_ —___,, 1 , J I \ I 7 , 1 I ii( _____r- { SW rloRr►�oAKOrA sr I ( 1 —L—T--- : i_ •1-) / __. . 1 REVISION: 1 ISSUED FOR: CONSTRUCTION 2 Integra- itE i E 10 CONSULTING alts! DATE: 5/8/14 °" f INDEX LEGEND ABBREVIATIONS SHEET TITLE PASS MIMBEA ■__ K I7 US ❑ B Q ABON ABANDON OR ABANDONED Integra COVER A OVERALL MAP TYPICAL I SERVING AREA BORDER DOMINO COMMIT FENCE LRE IRMO FIFER GPM METER GRATE HANDHOLE SPLICE JOINT TRENCH ADO ADDITIONAL ______ (VARIES) HANDHOLE ASPH ASPHALT -- CURB— 0 0 FO -- 5.^ ® Qi AVE AVENUE INDEX.ABBREV.,MATERIAL. TYPICAL 2 CENTERUNE CUM FENCE LNE AERIAL FRIER OPTIC BGN BEGIN &LEGEND FIRE HYDRANT WATER E1.STING TERMNINATION ' PERMITS.CONTACTS,R TYPICAL 3 - EOP — VALVE HANOIIOLE SPLICE BK BLACK , GENERAL NOTES PARCEL EDGE OF PA4ETAE1/T DITdI BURIED ELECTRICAL SPLICE BLDG BUILDING A LOCATION BLVD BOULEVARD DRAWINGS 001-003 AERIAL FIBER FOR I•,1 1111 t MARKER , BL BLUE _ EDGE CF ROAD RALMOM OVER HEAD POWER TIN CH EXISTING ANCHOR SPLICE �� S BR BROWN AERIAL DROP FlBEW S/'M —OD— i.�—. MANHOLE _ ARROW SLACK COIL BOC BACK OF CURB �EWM1C OWED IBEPHOHE SIGN > < BORE BORE UNDERGROUND DROP FIBER _ M CULVERT POLE COMM POLE 1RANSlAIS90R BRDG BRIDGE ELECTRIC R/W }) T COVERAGE F� POLE /�/�'j/ / PLACE IN EXISTING RIGHT OF WAY WATER AREAL 1[I.fPHG1C (VARIES) rte' C� - LAY•,•--AVE CO AERIAL DUCT CONDUIT --P/ -. — ..�. GAS UTILITY SURVEY CA CENTERLINE PROPERTY LINE SANITARY SEWER SIB ED CABLE TV VALVE SET MARKER PEDESTAL CONL CONCRETE NEW TRENCH CONDUIT -_ .. - CT,/ %% Zj.RON ►' C ■ GGNi CONTINUOUS CONSULTANTS OR SLOPE STORM DRAIN ARRAL CABLE TV ROW AERIAL ELECTRICAL CONST CONSTRUCTION OR CONSTRUCT DIRECTIONAL BORE MILE POST MARKER SPUCE METER CABINET/SUB X-ING CROSSING iiif.OD CONSULTING fj CULV CULVERT CONSTRUCTION UNITS INTEGRA SCALE aF WORN: DF DEAD FIBER SrNR eAWOOOn LEVEL 3 /TI AA CREFF INTEG RA WILL INTERCEPT EXISTING CUSTOMER CONDUIT AT THE NORTHERN D.E. DEAD END eorg nmT+. AUX-EYE MTOTIONAL I-EYE CLAMP, MOST DRIVEWAY ON THE EAST SIDE. A NEW 1'INNEROUCT WILL BE PLACED DIA DIAMETER OPSer n..arsem ATTACES TD DUSTNG ANCHOR UNIT DESCRIPTION QUANTITTia EA/FT IN THE EXISTING CONDUIT INTO THE FIRST FLOOR DEMMRC ROOM(FIRE DR DIRECTIONAL .ar,,,,a9a„,m ADD-X PO,E UIRT ALARM NM)AND CONTINUE THROUGH THE CEILING TO THE DEMARC ROOM ON DOC DEPTH OF COVER BMSS LOCATOR MARKER/WARNING POST 17'.30”HH 1 EA THE SECOND FLOOR. A NEW BACKBOARD WITH EQUIPMENT WILL BE PLACED OR DRIVE Facility 1«• y.....e E BM61(X"p LABOR TO PROVIDE A X•DIAMETER ON THE EXSTING BACKBOARD, EA EACH M n.w..10 Cm•Wl S.AHMn.LLC NI n•t DRECTIONAL BORE OVERLADH 24F-SM-ARM 1.596 FT p ELEC ELECTRIC n.Nre.ccvunt.bt•Nw B+.aw«y or a• ♦ BM72 REMOVE AND RESTORE 1 LINEAL FOOT 24F-SM-ANN 777 FT EOG EDGE OF GRAVEL H1.rm.Ban wevM00 w Br..•Wa•LNo. OF ASPHALT ,_ 1I17] REMOVE AND RESTORE 1 UNEAL FOOT 10M STRAND DOWNCUY 2 EA EON EDGE OF PAVEMENT ENGINEER STAMP OF CONCRETE FOR EDGE OF ROAD 1 COXXX OVERHEAD FIBER OPTIC CABLE 3/4•SE ANCHOR 2 EA EOUIP EQUIPMENT EXIST. EXISTING ASSEMBLY FIBER 1/!•OPTIC MESSENGER DB(I)2•HOPE 35 FT FOC FIBER OPTIC CABLE COXXX(S/16) OVERHEAD FIBER OPTIC CABLE N ASSEMBLY ON 5/16•ENS MESSENGER (I)1'INNERDUCT 370 FT F/ FLOWER POT COXXXD OVERHEAD FIBER OPTIC CABLES(2 OR F/S FIELD SIDE O POLE(VERIFY) O MORE)ASSEMBLY ON ONE MESSENGER PLACE 2-RISER 1 EA G GAS O COO= OVERHEAD FIBER OPTIC CABLE GN GREEN X. OVERLASHED TO EXIST.MESSENGER 5/6'X6'GROUND ROO 1 EA GRA. GRAVEL --SINGLE DEAD END GY GREY • DD-IA SINGLE DEAD END ANGLE POLES HO1 FUSION SPLICE Q, DO-2 DOUBLE DEAD END HUO SPLICE CASE DO-2A DOUBLE DEAD END ANGLE POLES V FGA-3(A) FIBERGLASS EXTENSION ARM a. I. •.. I .I;_.,. 1• ,,a .., ■■!•,• PROPOSED EQUIPMENT TERMINATION IOCATION• HWY ARCHWAY LN LANE FOBC POLE BAND CLAMP '- MD MICRO DUCT FOS SUPPORT BRACKET-3 BOLT CLAMP MR MANHOLE ▪ FOS-A SUPPORT BRACKET-3 BOLT CURVED / ` E]LI«E,7�".1-LG3 -• p • FOS-G SUPPORT BRACKET-3 BOLT CLAMP I II'1 �` MIN MINIMUM 01 WHIN GUY HOOK ••.fl.,' 1� MISC MISCELLANEOUS N FOS-AG SUPPORT BRACKET-3 BOLT CURVED f MKR MARKER WITH GUY HOOK • MM MILLIMETER 8 FHIOAO(XIDI) AERIAL FESION SPLICE CLOSURE I I : MP MILE POST 1 • _•. NTS NOT TO SCALE IRJO(XXX) UG SPLICE GOSURE A ORGANIZER i - ) / T/ -x OR ORANCEAD i MILtim MSS-1 MID SPAN STORAGE ASSEMBLY \ Q . K)) PEI-2 DORM GUY FOR I/{'ENS STRAND. f �� M P OR POUR POWER 8 PEI-3 DOWN GUY FOR 5/T6•ENS STRAW* PED PEDESTAL PT PE2-2 1/4'ENS OVERHEAD GUY. O PE2-3 5/16•EMS OVERHEAD WW / POA POINT OF ATTACHMENT ' TT' PF1-3 EXPANDING ANCHOR(30000) PP POWER POLE p PF3-3 SCREW ANCHOR RATED AT 6.000lBS _ I ! PONT PAVEMENT 0. PF5-3 ROCK ANCHOR - . RAN REMOVE AND RESTORE I R3-5 TREE TRIMMING UNIT yy,, SEAF-X AERIAL SERMCE ENTRANCE FIBER ,II RD ROAD I 5/8/14 CONSTRUCTION 1� S; I RR RAILROAD W SERF-X.' BURIED SERVICE ENTRANCE FIBER R/W RIGHT O WAY A 4,1014 REVIEW CG •INGRE X 7 IN CONDUIT O 501-2 UNDERGROUND DEAD ENO OATH V RISER 1 _ti./. SIG RUNNING LINE MARK DATE DESCRIPTION UD() UNDERGROUND CONDUIT T --.•. s UHF() UNDERGROUND HANDHOLE FOR FIBER SD STORM DRAIN ISSUE: OPTIC SYSTEMS - \ SA STREET LIGHT PROJECT NO: 1 UOXXX UNDERGROUND FIBER OPTIC CABLE - S/S STREET 9DE OF POLE(VERIFY) W-(XXXX) MAKE-READY REARRANGEMENT O S/W 9DEWALK CAD DWG FILE: F0 EOUIPMENT/HAROWARE VT SAUCE LOCATION DRAWN BY: XZ-AXXX REMOVE/REPLACE UNIT / SS SANITARY SEWER EXISTING{'CONWIi ST STREET CHECKED BY: J -PREFIX'N' NEW POLE POLE ATTACHMENT. STA STATION / W/O N NEW POLE LE ATTACHMFM; SOUR SEWER SUFFIX'0'-D'GUY,GROUND CONNECTION TYPE FOR U I/{'DID STRAND.SUFFIX'C CUSS C UD UNDERGROUND DUCT UHF HANDHOLE SHEET TITLE y UNK UNKNOWN o 000 FIBER OPnc CABLE TYP-2 INDEX nL t CALLUM Pep.,law,.am,.n you lo Hollow V VACANT y FOREIGN UnuTY LOCATIONS HIE „I„,4on.4 Lv e.11.FOv 01,1,1, W WATER APPROXYAIE.CONTACT TIE ,,,,„,iron 1.71.,.Ino,e rule,..,., WT WRITE E LOCAL ONE CALL AGENCY ronfmOA195 1001 w10 0110110 J-EYE EXIST.TRIPLE EYE ANCHOR Co 4E1 HOURS PRIOR TO • CONSTRUCTION FEB EXACT s1m90.ron may neNm rop.,nrlro ■...R&.e.beklW. 7W SEVEN WAY CONDUIT C UTILITY LOCATIONS AT: 9rule,In calla,V.r.n«INow..the Call 6eton,you 415 . 2' OREGON611 ,•I.plone num.,for,1.Oregon LEN. a 1-600-332-2344 NmiRteuml enter,1S.,73117A/I SHEET OF Integrant GENERAL NOTES CONSTRUCTION NOTES FACILITIES SHOWN ON THIS PLAN WERE OBTAINED FROM RECORDS, 4,007,N0 OR OM 1. PERMISSION SHALL BE OBTAINED BEFORE ENTERING PRIVATE PROPERTY, VISUAL SURFACE INSPECTION, AND/OR INFORMATION OBTAINED ...rs.,l.wat CONTACT PROPERTY OWNERS PRIOR TO CONSTRUCTION. FROM OTHER UTILITIES. SOME FACILITIES MAY BE OMITTED, OR SHOWN AT AN INCORRECT LOCATION. FACILITIES SHOWN ARE IN 2. PRIOR TO BURI1NG, BORING, ETC. LOCATE ALL BURIED UTILITIES. ASSUMED LOCATIONS BASED ON ALL INFORMATION RECEIVED. BUT EXACT LOCATIONS MUST BE VERIFIED PRIOR TO START OF .Mn14.e•tn,w,n,,.,,...,n..r,e,... 3. UNLESS OTHERWISE NOTED, MATERIALS IDENTIFIED ON PROJECT DETAILS CONSTRUCTION. "e ' WITH MANUFACTURERS PART NUMBER ARE FOR REFERENCE; EQUIVALENT Er.ELECTRIC TR SUBSTITUTES WHICH COMPLY WITH INDUSTRY STANDARDS WILL BE ACCEPTED. AERIAL FACILITIES ARE TO BE BONDED AND GROUNDED AT ALL - LIGH1`WAVE ACCESSIBLE LOCATIONS, WITH CABLE TAGS PLACED AT EACH .•- 4. MATERIAL INSTALLATIONS SHOULD NOT EXCEED THE MANUFACTURERS ATTACHMENT. CONSULTANTS RECOMMENDATIONS. ALL AERIAL ATTACHMENTS ARE TO BE STREET—SIDE UNLESS 10 CONSULTING 5. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT ALL OTHERWISE NOTED. (FS) INDICATES "FIELD SIDE". _.• Bhs1 INSTALLATIONS ARE IN ACCORDANCE WITH THE LATEST EDITION OF NESC (NATIONAL ELECTRIC SAFETY CODE) RULES OR FEDERAL, STATE, OR LOCAL sv Dg11sr CODES. LOCAL, STATE OR FEDERAL CODES MAY ALTER CONSTRUCTION SPECIFICATIONS SHOWN. FOR JOINT USE POLES, WSDOT REQUIRES MINIMUM 20' ,,aF.9F . CROSSING STATE ROADWAYS AND/OR ABOVE GROUND LONGITUDINAL. REFER CONTACTS TO WAC 468-34-209 VERTICAL CLEARANCES. Facility locot :�. E M 140404.ID Conan.,Selo tb14.EEC.M no p M Ned=con,1.1a b O.ancorocY of Me t 6. BONDING AND GROUNDING SHOULD BE IN ACCORDANCE WITH THE LATEST CONTACT Mlormotion ti .g One.aro , ST EDITION OF NESC RULES. COMPANY TI TI F_ PHONE EMAIL ENGINEER STAMP • 7. WHEN SIDEWALK MUST BE REMOVED, IT MUST BE REMOVED ON COLD BRIAN DAVIDSON INTEGRA OSP ENGINEER 360-907-5528 BRIAN.DAVIDSONOINTEGRATELECOM.COM o JOINTS (FULL PANELS). JACK ANDERSON BUILDING ENGINEER 503-484-5953 0 8. FOR TRENCH, AND OR PAVEMENT RESTORATION, REFER TO CITY GRACE MCNELLY PROP. MANAGER 503-279-1726 A STANDARD DRAWING. o O 9. HANDHOLES ARE TO BE FOR GREENBELT APPLICATION, INSTALLED IN • LANDSCAPE/LAWN AREAS, UNLESS OTHERWISE SPECIFIED. P 3 a 10. HANDHOLE LOCATIONS INDICATED ARE APPROXIMATE; IT IS THE • CONTRACTOR'S RESPONSIBILITY TO ESTABUSH SAFE, ADEQUATE HANDHOLE LOCATIONS WITHIN PROPOSED PUBLIC RIGHT OF WAY OR EASEMENTS. ° 10. IT IS THE CONTRACTORS RESPONSIBILITY TO FOLLOW WELL ESTABLISHED SAFETY RULES AND REGULATIONS TO SAFEGUARD THE PUBLIC AND WORKMEN. 6 WHERE APPUCABLE THE CONTRACTOR IS REQUIRED TO PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH STATE/LOCAL STANDARDS. ,44 11. BUILD IN ACCORDANCE WITH RUS PRACTICES. REFER TO RUS FORM 515C °n BULLETIN 1753F-152 FOR SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION on OF AERIAL PLANT AND UNIT DESCRIPTIONS AND DETAILS. _— a 5 12. MODIFICATIONS TO EXISTING FACILITIES OR STRUCTURES OCCURRING AFTER EL TIME OF ENGINEERING MIGHT NOT BE SHOWN ON PLANS; THESE ALTERATIONS MAY AFFECT CONSTRUCTION. ROUTING, FRAMING AND SUPPORT HARDWARE. IT 1 5,514 CONSTRUCTION w IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY AND ADDRESS NECESSARY A 4 IT 11 REVIEW v CHANGES WITH THE PUD OR ENGINEER IN A TIMELY MANNER TO INSURE MARK DATE DESCRIPTION MATERIAL AND CONSTRUCTION ISSUES ARE RESOLVED PRIOR TO WORK. THE CONTRACTOR WILL BE COMPENSATED FOR ACTUAL CONSTRUCTION COSTS - BASED ON CONTRACT PRICING AND NOT FOR DELAYS DUE TO ERRORS OR PROJECT NO I OMISSIONS, UNLESS OTHERWISE DETERMINED BY THE PUD. CAD DWG FILE: n DRAWN BY: CHECKED BY: J o c Q 8'U beam pie mg SHEET TITLE r v TYP-3 GENERAL NOTES O aegon 4w re9nnn Sou to bll,.. CAUTION a Atru4,e4opteJ,,,,, ,ego,,U4igt, FOREIGN U81TTY LOCH TONS ARE _ ALOCAl.MATE.CONTACT THE O` forth „e95200100101Mougb LOCAL ONE CALL AGENCY P 48 HOURS PRIOR TO U 24090 v0um',...mtagn0"'' 9rule,by calling the canna.Mote"' CONSTRUCTION FOR EXACT 7' telephone number MIt,Oregonubin. UTILITY LOCATORS AT. Nonwlnn center 1,15041111.1984 1-800-332-2344 a 800-332—]314 SHEET OF r r I / 213' F' SEE SHEET 2 - 1 J J r� � � ¢ L, Int 1 ary r-/ OVERLASH 24F-SM-ARM L L_J ; G ON EXISTING STRAND I r _ I sum m��+� �� - - _ / AND FIBER i r —/ / C11-35B I al' r POLE #4626 n_ f F T EIGHT: UNKNOWN • y F� CLASS: UNKNOWN L L J n .,7`I�EXIST._POA: 21'-10 138' — - lug .. "m,", R .• �� OVERLASH 24F-SM-ARM —228' T AIM $pqN OVERLASH 24F-SM-ARM 35 ON EXISTING STRAND ON EXISTING STRAND J 'AND 36 AND FIBER -AND FIBER i CONSULTANTS [ 240' '2F ––-- i—J E I IA CONSULTING 7r I OVERLASH 24F-SM-ARM 201' II r- 5 ' ON EXISTING STRAND OVERLASH 24F-SM-ARM OVERLASH 24F-SM-ARM a , - 1 r AND FIBER -- �9pE �sr ON EXISTING STRAND r AANNDEXISTING STRAND i r ; I :e°..be oa■AND FIBER I O /,: r CURB-- 78 –_ CURB CURB - - I H. r.... bW.la .wry.1 the / – – – _ _ SW LOCUST ST – – – CURB – –CURB ` /I♦� iJO,ma1Aw provided'n Ina..Erv.b�p. - _4. — R\W - ENGINEER STAMP M •a 8 >_ CURB - CURB CURB I AP-01271 , N c11-3se EN-01132 1 rj o POLE #3950 I o / , r O EIGHT: 40' / C11-35A 1r) CLASS: 4 C11-35A POLE #3949 -- (V EXIST. POA: 19'-8" POLE #4589 HEIGHT: 45' 9 HEIGHT: 45' CLASS: 2 Ni . . --- - Z CLASS: 3 EXIST. POA: 23'-2" I It Q / a ® EXIST. POA: 24'-11" • / C11-358 SPLICE LOCATION 0 100 200 POLE X15771 C11-35A - EXISTING SPLICE CASE _ p HEIGHT: 45' EXISTING SNOW SHOE ' / CLASS: 4 POLE ,yasso PLACE 50' COIL • SCALE IN FEET o EXIST. POA: 21'-2" CLASS:EIGHT:4 45' 24F-SM-ARM - fir'. i/ L 101' I - - -- . EXIST. POA: 21'-10" II / OVERLASH 24F-SM-ARM a j- C11-35B ON EXISTING STRAND N / / POLE #5120 AND FIBER I f I\ r 1 W J HEIGHT: 70' / I Brena CONSTRUCTION / A 4710/14 REVIEW cc3 CLASS: 2 I __ �p MARK DATE DESCRIPTION 1 EXIST. POA: 22'-O" -_-- ------ _ _1------_ -/- If c� / I ISSUE: IT / PROJECT NO: ANIMAL macs Q CAD DWG FILE: T, en /ltM CIESaawnav aft 0 / DRAWN BY: _ CHECKED BY: I OI€WLASN 24–SM–ARM l,l�oI. 2 24f-sM-AEI/ ?O R / SHEET TITLE Ill s r LEVEL 3/TIAA CREFF r - _ . o Ann vegan.R repine,rea m Mibw CY LO d I ewe,atr ORE,.,M neeo��,sM1 F IGNICN UTUTY LOCATIONS ARE o I /rrom.,,oncea,e,m�e,me,,,e,e, APPROXIMATE.CONTACT THE 9900 SW GREENBURG RD O I i ` �bnU eOa iU01 o0 fo through LOCAL 48 HOURS PRIOR TO C ,Wn b, Ce4,M.no-,INO,e.Me CONSTRUCTION FOR EXACT ../ ' f telpher.number ter ae Oregon IMO 1�U�ORECpNB115 AT: i \ / Non.,,on Center n1503 232 19671 T-Boo-Sax-23AA SHEET 1 OF 3 r PLACE 10M-L/6'-G PLACE/10M STRANS JL__ Integra- PLACE 3/4" SE PLACE 24F-SM-ARM I -- SURE Soo SW EE ST C11-26C y i POLE #5915 s`� co HEIGHT: 45' l / / ELECTRIC CLASS: a /' I° UCiMWAVE EXIST. POA: 25'-4" / I x co w uI CONSULTANTS 3 I/ y ICI CONSULTING mai if MI7FPW. Torus 153' . 55,,.v a<mKvoo Sr OVERLASH 24F-SM-ARM /*a I .../0WO /Mk DE�ewnaN Orr ON EXISTING STRAND >o.,,b.... 1 olFNUSN a�-sAr-ARY ITO n. AND FIBER / `.8.N 140 ceeal¢�scEera E a sv-Aav Tf � SI the wawa:"oF tho C 1 1—26G N. POLE X6605 / ENGINEER STAMP HEIGHT: 45' .7 ik N CLASS: 4 ti o EXIST. POA: 24'-11" 4" P V IJ Lt cc 135' _ $ OVERLASH 24F-SM-ARM g ON EXISTING STRAND i< AND FIBER , p , 0 50 100 O r SCALE IN FEET R / / S c11-26c / a POLE #6604 E HEIGHT: UNKNOW / 1 5/8/14 CONSTRUCTION / A 4/10/14 REVIEW CLASS: UNKNOWN MARK DATE DESCRIPTION EXIST. POA: 26'-3" / g / ISSUE: PROJECT NO: „ 132 Ii CAD DWG FILE: OVERLASH 24F-SM-ARM DRAWN BY: � CHECKED BY: J ON EXISTING STRAND I i AND FIBER o / SW CORAL SS 8 ■o..Iw>pNwa SHEET TITLE c - - - Call be$ RwR�a- r C11-26C LEVEL 3/TIAA CREFF 0. POLE x/6603 Mtn .4e ka.ca,' FOREIGN UTILITY LOCATIONS ARE AwROxiwTE.coNrACT THE 9900 SW GREENBURG RD HEIGHT: 45' "0,�.,"non,., " ,.�".,9, Lori ONE EAU AGENCY a CLASS: 4 / ro"n„O<.95x00.-0010 m,w.n y HOURS PRIOR TO 9520000 rw„w"Db.,05,1°.. CONSIR FOR EXACT EXIST. POA: 26-2 ,w.,N O..N k,.",I n' vrAnY LOCATIONS AT: SEE SHEET 1 tlmwnexini°"I'""°gegen"airy °M OW a / N"I,I,.Nen Center"ISU41Z2INIT1 1-800-337-7344 SHEET 2 OF 3 1 I / , Lj --- _ 2 Integra- , ' G � y ' _ _ _ , 1 T I —� i I II�_ i w \6� I i CTRIC PLACE 2" RISER MU Eiffw4 cx PLACE 22' 24F–SM–ARM ; Y ' PLACE 10M–L/9'–G �_f-- I F A PLACE 3/4" SE SIDEWALK ANCHOR yj W/ 9' BRACE TO AVOID FIRE HYDRANT CONSULTANTS 1 --•--— __ -. — /CI CONSULTING S%Cs; il CUR: R\ V ..- [URO CUPS 1 smi"nrnwtwo sr _ Ilk - SM IEMYAN ST _ 0 - � ms aissm/r i EDP + +:t / . " • CURB - _ EIY ICa a gmer°i A ••. ., � EOP -- - - M Mqn.D Goe "�^q SeWno^e LLC.ni mv O �'�-�-�M — J! r _t' ,,,--. � �` ,� ��.�_ AA�� .(TXy top E NW °•'��,.e.o�gs in --- -Ry ` C Il L.,.,2t.m \i _ _� N iS�! I cURB°/ -,- ENC.NEER STAMP Y ' �L - 1:. 1 I CT1RR o POLE #5916 J I ' o HEIGHT: 45' ® o%H" v DRIP LOOP: 25'-2" PLACE 17"x30" HH �— 1 E NEW POA: 21'-11" w INTERCEPT EXISTING 4" CONDUIT N H CAN: 20'-1 1" 1 CAN: 20'-0" PLACE 75' COIL 24F–SM–ARM & g TEL: 19'-5" PLACE 5/8"x8' GROUND ROD 8 n TEL BOX: 16'-4" � 0 50 100 _ BORE 35' ■ PLACE (1) 2" HDPE SCALE IN FEET o UNDERGROUND ' ", PLACE 24F–SM–ARM g PLACE COPPER LOCATE WIRE DETAIL o PLACE MULE TAPE (3x SCALE) a I--- --- 370' 4" CONDUIT(EXIST.)T_{ u. LEVEL 3/TIAA CREFF --} 1 518114 CONSTRUCTION La 9900 SW GREENBURG RD PLACE 1" INNERDUCT 1 A 4110,4 REVIEW EL u TIGARD, OR PLACE 24F–SM–ARM MARK DATE DESCRIPTION PLACE MULE TAPE I $ ......." IN EXISTING 4" CONDUIT TOTALS ISSUE: I- �I PROJECT CAD DWG FILE:E: �y — OTT I DRAWN BY: 1 T a4r�r r san n. CHECKED BY: 1 / PLACE IOU SANTE DOWNGUY I at U I J RACE T71J17'IM T EA. o 11 , �..�b SHEET TITLE PLACE J/�'SE AACYnIF a CaNwrnrwIN 1 s DIRECTIONAL GORE r-r HOPE u a LEVEL 3/TIM CREFF EXISTING 4" CONDUIT ENTERS rem a /f r-/•'PREADULT R„4e,R4eq,w M,�0,,,„•n FOREIGN UTILITY LOCATIONS ARE THE FIRST FLOOR DEMARC ROOM ”°,.k."°.e A,,,,,....... APVR"AUE CONTACT THE 9900 SW GREENBURG RD 7 PLACE P"IE IM forth LOCAL ONE CALL AGENCY r & CONTINUES THROUGH THE CEILING ""°RR9S1°O1°g10U..0 411 HOURS rro To ns ooao.°°�eer°n,.eteae.'m O VOW GROUND Rp0 WNSfRUCLON FOR oucr TO THE SECOND FLOOR DEMARC ROOM e,•w.,kte°h,(NMe F IlrlrtY LOCATIONS AT: a I I -J i ( ! n��nt ib number -,x t-4O 3332-2344 SHEET 3 OF 3