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ROW2012-00096 C,ITY OF TIGARD RIGHT OF WAY PERMIT . . • lig a ,. COMMUNITY DEVELOPMENT' Permit #: ROW2012 -00096 T I G A Ft o 13125 SW Hall Blvd., Tigard OR 97223 503718.2421 Date Issued: 11/14/2012 Parcel: SEG405,406 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Qwest Communications Project Description: Adjacent to 10770 SW Cascade Ave toward Greenburg 972' directional bore, 3 conduits and 3 manholes Owner: • FEES Description Date Amount ROW Permit Fee 11/14/2012 $300.00 PHONE: Contractor: , PHONE: . FAX: • . Applicant: . BILL BODIN , • 7819 192ND PLACE SW • EDMONDS, WA , EDMONDS, WA 98026 ' • . • PHONE: 916 -765 -2074 , - Total $300.00 • . � Please sign below to indicate acceptance of conditions and return a copy, with the proposed work schedule- alorig,with and contact information of responsible parties before beginning work. Permittee /Applicant ` /' �j Signature: II( G�/ C G ` G'^ mI oh '� jo � r y �� / • Issued By: . Special Conditions (See Attached) - - ' . Note: THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY • • Conditions for ROW2012 -00096 Tyne: Condition Name: Status: Severity: ROW 01- CUSTOM CONDITION Applied Notice 1.1 Disturbance of pavement within Cascade Blvd is prhibited by the Right of Way Preservation and Restoration Program. 1.2 As described in the attached notice, Resolution No. 01 -66 prohibits working within the right of way of Cascade Blvd and Greenberg Rd from Thanksgiving to New Years, 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 900 p.m. to 7:00 a.m. Monday through Fnday, 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. Also submit Washington County and ODOT permots. 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- ESMTIRT OF ENTRY- RESP.ON Applied Notice ` It is the sole responsibility of the permit holder to provide 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. CITY OF TIGARD RECEIPT- a 13125 SW Hall Blvd., Tigard OR 97223 • 503.639.417,1 TIGARD • Receipt Number: 189172 - 11/14/2012 CASE NO.. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID ROW2012 -00096 ROW Permit Fee 100 0000 - 43114 $300.00 Total: $300.00 PAYMENT METHOD CHECK • # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 002213 TLEHRBACH 11/14/2012 $300.00 Payor: Commstructure Consulting, LLC Total Payments: $300.00 Balance Due:, 10.00 • • • • Page 1.of'1 • City of Tigard TIGARD Application For Work In The Right -Of -Way ROW Permit FOR STAFF USE ONLY General Information: Right -of -Way go kk Z ()1 z - pool to Property Address /Location(s): 10799 SW Cascade Ave Case No.: Tigard, OR 5I6' 7 //l 9 Receipt No.: Date: *Applicant's Name: Qwest Communications Company, LLC Application Accepted By al_ t Address: 7819 192nd Place SW Revised 7 /1/11 ((// City/State: Edmonds WA Zip: 98026 , lI ' 7. ,' 2 - § 3©0 Primary Contact: Bill Bodin, Lead Technical Project manager REQUIRED SUBMITTAL Phone: 916-765 -2074 Fax: INFORMATION Contractor's Name: North Sky Communications, Inc CCB# 141171 Expiration: 3/1/14 Submit a scaled sketch of the proposed Address: 10860 Clutter Rd. work to be done City/State: Sherwood, OR Zip: 97140 Phone: 503 -647 -9991 Fax: Professional Engineered Plans are required for: Plans By: Commstructure Consulting, LLC • Street Widening Address: 811 Railroad Ave • Subdivision Infrastructure City/State: Oregon City, OR zi 97045 • Main utility line extension: Phone: 503.343.413 Fax: l:curpin \masters \land use applications \ mw app.docx Description of work Directional bore approximately 972' within SW Cascade Ave and Greenburg Rd rights-of-way (see attached drawings). Place (3) 1 114" HDPE conduits and (3) manholes. Excavate, pothole, and restore as necessary. Estimated value of work (within the public right -of -way): $ 48,600 Is work related to a LAND -USE DECISION? YES ❑ NO If so please specify (MLP, SDR, SUB, etc.) case #: Is the work related to a BUILDING PERMIT? YES D NO If so, please specify (BUILDING PERMIT) case #: NOTE: Person specified as "Applicant" shall be designated "Permittee" and shall provide financial assurance for the work. City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 I 503 - 718 -2464 I www.tigard- or.gov City of Tigard Resolution No. 01 -66 Construction Activity within the public right -of -way on specific streets in and around the Washington Square Mall, downtown Tigard, Q 99 and within the Tigard Triangle shall be limited * o 5 F between Thanksgiving and New Year, as shown on the map. i o' �. -'s H Y RD i mak The City Engineer would have the authority to 4i ', qrsti ! : wave this provision for emergency situations or "n N when the work does not impact traffic flow. 11116111111111 .r Hwy 99w ��•r��� . Scholls Ferry Rd � l Cascade Ave t L irk! Greenburg Rd e � - � �`'9Y 1 �� Hall Blvd U F . ' Locust St 41s! h Darn • s :' Tigard St �,, er �� i; Commercial St o 0. C m mer St 1 i Ash Ave �� = . mo w � �c ._ A .� � �� G �� � . I�� Main St » �i _ " ScoffinS St 1 4 NUT � 1,'\'''' Dartmo uth St ' * 72nd Ave i , r -tip \ a • 1 68th Ave i ,, Au ire. —0...-.7 pp . st ' 1$1, ., IN ` i Ma - yo Aj Will' . :: . _ r --DA ST no ki Ir . MO ANT - I :es BO i rA RD di I :. 'mil 11 NEM ... 1 0 --- .2. -. 41:._ Ifisma—P-MBZIO_Plah 1,. . .II Al IF/__ \ NOTE: CTL NETWORK CONSTRUCTION /-- H SERVICES IS NOT RESPONSIBLE I I / f II1� I I I I I I I , 1 H j I FOR ANY UTILITY LOCATIONS 1 PROJECT: E.XXXXXX SHOWN OR NOT SHOWN ON THIS DRAWI NG. r �-+ ' I „ ii .. -1 " SEGMENT: TIGARD, OR + CONSTRUCTION NOTES: I 1 I ” . ;:i TO I. UNLESS OTHERWISE SPECIFIED, THE CONDUIT TO BE INSTALLED SHALL BE HIGH - DENSITY POLYETHYLENE 7,'IK1;;J1� (HOPE), SDR -I1 DUCT. STEEL HOPE OR PVC SHALL HAVE A MINIMUM SCHEDULE 80 WALL THICKNESS. ' SECTION: 35 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 72 HOURS PRIOR TO CONSTRUCTION ACTIVITY. 1 I R - :: . I TOWNSHIP: 1S I _", I — RANGE: 1W 3. A MINIMUM SEPARATION OF 5 FEET WILL BE MAINTAINED FROM ALL GAS MAINS AND MAJOR UTILITY LINES. h QUANTITY A MINIMUM OF 3 FEET WILL BE MAINTAINED FROM AU. OTHER UTILITIES. 1 1 r �� — � _ MATERIAL LIST - - 4. SHORING MAY BE REQUIRED AND SHALL COMPLY TO O.S.H.A. STANDARDS. BORE PITS LEFT OPEN ` CABLE OVERNIGHT SHALL BE FENCED WITH ORANGE FENCE MATERIAL SECURED IN PLACE BY STEEL FENCE POSTS. NH 5' X 2.5'X2.5' MO BUR. CA. MKRS. S. A MINIMUM DEPTH OF 120 INCHES SHALL BE MAINTAINED UNDER AU. MAJOR ROADS. A MINIMUM DEPTH ' P :•, ■�� JOINT BSP OF 72 INCHES SHALL BE MAINTAINED UNDER AU. DRIVES AND ALL OTHER ROADS. AU. OTHER LOCATIONS JOINT GSP WILL BE 48 -INCH MINIMUM. 2' ORANGE HOPE 6. ALL UTILITIES WILL BE POTHOLED TO VISUALLY VERIFY LOCATION DEPTH AND VIABILITY OF UNDERGROUND .1, UTILITIES. i 7. DAMAGE TO BANKS, DITCHES, DRIVEWAYS AND ROADS CAUSED BY THE EQUIPMENT SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE ENGINEER AND PUBLIC AUTHORITIES HAVING JURISDICTION OVER Obliir IP4 HIGHWAY AND ROAD RIGHT OF WAY WHERE INVOLVED. - ��,"I 8. INTERMEDIATE HANDHOLES SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 5280 FEET (ONE MILE) b OR AS DETERMINED BY CONSTRUCTION INSPECTOR, UNLESS OTHERWISE SPECIFIED ON CONSTRUCTION DRAWINGS. 112W4? I ,' `" Sr. '' I , 9. ALL WORK TO BE DONE WITH EXTREME CAUTION-F.O.C. CARRYING TRAFFIC AND LOSS OF SERVICE WILL A , RESULT IN LOSS OF REVENUE. SIM Si 1F. ALL WORK BE OVERND CY ACOIGH TF GRALE CODES OR REQUIREMENTS , ` M OF ANY REGULATING TI TING GOVERNMENMENTAL L AGEGE F OR TH R O WAY NCY, TV OR THE RIGHT OF WAY GRANTOR. * 11. RIGHT OF WAY IS DEPICTED BASED ON FIELD OBSERVATION AND THE LATEST COUNTY ASSESSOR'S , RECORDS AVAILABLE. IF FURTHER ACCURACY IS REQUIRED, SURVEY WILL BE NECESSARY. rIalleirirtigtirMill __ , �I 12. LOCATIONS OF SOME OF THE PHYSICAL FEATURES WERE OBTAINED FROM MAPS OR OTHER DRAWINGS AND 1 , —� �~ • ` , MAY NOT BE AS SHOWN OR DEPICTED ON THESE DRAWINGS. ' �i`�', • �� �I ` OWhSI L)AA FROM ARE NOT N G RO UND RY T E ITI E S THEREFORE, FORE. UTT OCATIONS BE VE RIIFIED ND FI E A ST 11 FE AEON L S BUT 1 \ � , ` - .,� n ' ADVANCE OF TRENCHING OR PLOWING, SO THAT CHANGES IN CABLE PLACEMENT CAN BE MADE IN EVENT OF ��� ` / Pi to ry L n k CONFLICTS. 11111 B EET 11.0 414.'''''' J,I - Stronger Connected 14. ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON THE CONSTRUCTION DRAWINGS. ANY AND ALL OTHERS 1 wI4 ENCOUNTERED ARE ALSO THE RESPONSIBILITY OF THAT CONTRACTOR TO LOCATE, PROTECT AND REPAIR IF . . ` DAMAGED. ! l ,_ TITLE: FIBER OPTIC CABLE ROUTE 15. ANY AND ALL IMPROVEMENTS, SUCH AS ASPHALT OR CONCRETE PAVEMENT, CURBS, GUTTERS, WALKS, ' �.a 116111.1.44Pfr J DRAINAGE DITCHES, EMBANKMENTS, SHRUBS, TREES, GRASS, ETC. IF DAMAGED, SHALL BE RESTORED TO I _ no m I ORIGINAL OR BETTER CONDITION. 110 _' C AIM- MINI III TO 16. EQUIPMENT TYPES SPECIFIED HEREIN (IE BACKHOE, SWAMP PLOW, ETC) ARE SUGGESTIONS ONLY AND ARE ■ kin: ,,,n. 1111■ ..j *1!.111.., NOT INTENDED AS REQUIREMENTS. CONTRACTOR WILL BE NOTIFIED AS TO EXPECTATIONS. 1` ■ „I,•�1. ■Ila� 17. STATIONING IS BASED ON CENTERLINE OF ROAD. IR • =- 1 ,I= t 1 1111 -Cy :_ - r- REVISIONS ` _ r 7A111111911r — FT,,, DATE DESCRIPTION INITIAL RUS LIST EST QTY ACT QTY EST QTY ACT QTY EST QTY ACT QTY NUM I A wwOM=NMO i III NAM OF OMR O INC MIi COMMA Hit OM —MrR1 MN MI NM . CSI A COMM �) ► — E SCALE B SIZE DWG: . 811 Rabaad Avow: Main Otha•: Oman City. Oae,n.rnw M.33.4134 D SIZE DWG: www.coenn.hnnu •a,. .an. MP TO MP DESIGNED BY R. RAPPE CHECKED BY D. KLOV£R DRAWN BY. K. WALTERS APPROVED BY E. ORTON SHEET: PRE- CONSTRUCTION 9/20/2012 DVS. G RDOR_DEOO.DWG — 0 r 1.O 4/ NOTE: CTL NETWORK CONSTRUCTION C0144(6.6M) - 316 SERVICES IS NOT RESPONSIBLE NOTE: PM2A - 3 PROJECT: # E.XXXXXX FOR ANY UTILITY LOCATIONS SHOWN OR NOT SHOWN ATTACH TO POLE (1) 6.6I ON THIS DRAWING. STRAND LASHED W /(I) -144 CT SEGMENT: TIGARD, OR F.O.C. - 316' SPRINT RISC SW CASCADE TIGARD STA 28 +58 TO STA 31 +76 SURVEY STA. 28 +58 SEE DWG NO. 3.0 TO I SECTION: 35 8 TOWNSHIP: 1 S = Y STA 2 9 +08 PGE POLE 400 RANGE: 1 W „04 .4 P.O.A.= 23' -2" QUANTITY o y5i; — v' O / PL NEW 12" FGA MATERIAL LIST 7. unn c,I.1.1 o + 8 + CABLE N ° H _ am la NH 5' X 2.5' X 2.5' � W°d�v s 1 BUR. CA. IIKRS. ® JOINT BSP JOINT GSP I Li 2" ORANGE HDPE . I I STA 30 +30 PGE POLE 6691 M I I PL NEW 18" FGA L.J 0 - Q I I P.O.A. =23' 3" w rn I I h 1 d I" CC O 0 _ J Z Co ° ti — _ SW OAK ST. j - �° �° Z 0 — = a cQ — — — i 99 m ° o PP=289' -- 3 RAJ Cto w _ m y PP =258 Y om— PP 298 —�' W W v a oQ pP=1 h� v I I 6 a a3 > I I CR SO V h o V V V) I I i -, OWES! D.B.A. O n a h � � y CenturyLink .. 'gm j 3 Stronger Connected • _ ' Z N o g ' C0144 - 4 8 3 i` H cWa o o NOTE PM2A - 4 m ca .. I , ATTACH TO POLE (1) 6.6M °'ate TITLE: FIBER OPTIC CABLE ROUTE +- + a STRAND LASHED W /(1) -144 CT o + N e z I 17. F.O.C. - 483' a .:, , o i o STA 485 +46 TO STA 490+29 i< • o 0 Gd I Ina I:,G TO STATIONING IS BASED ON EXISTING CTL RECORDS. REVISIONS DATE DESCRIPTION INITIAL 0 50 100 150 200 SCALE: 1" ■ 100' R U S LIST EST OTY ACT QTY EST QTY ACT QTY EST OTY ACT QTY B o PR s RIAN IC NOW Of OM COMPARATOR COOPYlIOR ION Q OM PA urn (EIMOfact A0 9YLL 10f E Lwow D. OPRIP. OR •F` OM FOR 1[ nU �I tiff MAU man "TOO IOLA COMM - E SCALE . Cw•....L "NC - . = ' B SIZE DWG: NLI R,,ko d Avenue Mom Offla, Orvion City. Onx.n970x3 573343.1134 D SIZE DWG: ., w...u.n.n »Ir,dnnc.nwdting.om MP TO MP DESIGNED Br: R. RAPPE CHECKED BY D. KLOV£R DRAWN BY K. WALTERS APPROVED BY: E ORTON SHEET: PRE - CONSTRUCTION 9/20/2012 DWG. G RDOR_DE00.DWG - AP01 \I/ NOTE: CTL NETWORK CONSTRUCTION 4 SERVICES IS NOT RESPONSIBLE FOR ANY UTILITY LOCATIONS PROJECT: # E.XXXXXX SHOWN OR NOT SHOWN ON THIS DRAWING. SEGMENT: TIGARD, OR tLi lb TO 144(6.6M) - 220 / XXXXX - 519 <f,_ BM84 - 2 I SECTION: 35 2A M2A - 2 U0144 - 31 NOTE: 1f \ NOTE: NOTE: TOWNSHIP: 1S ATTACH TO POLE (1) 6.6M ATTACH TO POLE (1) 10IA ,\ RISER UP POLE. ATTACH AT STRAND LASHED W /(1) -144 CT STRAND LASHED W /(1) -1.25" C 2 26' -9 ". CLEAT 31' OF (1) 144 RANGE: 1W IF.O.C. - 220' HDPE AERIAL CONDUIT - 519' CT F.O.C. TO POLE. QUANTITY STA 21 +21 TO STA 28 +58 STA 26 +40 TO STA 21 +21 STA 21 +21 MATERIAL LIST 0 1 Y I I CABLE N I HH 5' X 2.5' X 2.5' ci BUR. CA. MKRS. Z i PL NEW 1.25" AERIAL CONDUIT HDPE (BLACK) W /I0M STRAN D.' I I (.4 3 It 0 I JOINT GSP 0 ^ w r te! 3 __ ______ 00 W I / V ; I 2" ORANGE HDPE N SW 95TH AVE. / AWAY CLEARANCE - 30' I o -- _ i T! .. PP,268 — — SW S LN. CO PPa o __ �� PP =264 — — ._ -- _ c . — _ cn / ti ��/� if / . At 1.44t ' / 7 \ \ L ,,, 4e , , , ... / `� I I I \v J r I I OWEST D.B.A. D.BA. Q ` ° \ 0 0 _ ° , . CenturyLink g � 3 cr) ° m ° °z^ ., o Stronger Connected " <a ` N = Jp~ d <x 2 C N 0 d � g {JJ{ `` m O d Cox OO N ,1 d O�WW I� r(.7 � W UN ' N pp 1 ff X y� CC _ ♦r7� ZZ GO N d W WN�O <Q h0 M N ;, < ° :1 le 3 F F—Q N ^ � 3 + •N + TITLE: FIBER OPTIC CABLE ROUTE N D _ d 2 Q o_ d N v� N o_ d 3 N N < <o <° '4 < TO STATIONING IS BASED ON EXISTING CTL RECORDS. REVISIONS DATE DESCRIPTION INITIAL 0 50 100 150 200 SCALE: 1 • 100' RUS LIST EST QTY ACT QTY EST QTY ACT QTY EST QTY ACT QTY MMMUSADS1 sw� 14P48m Of arm OOIRINIATOMS COWOROOL BDTH TONG ISSUED M • MCI COMM NO MILL 10T It 0100100. COM, OR USED TOR MY PURPOSE won SPECIX: 44110 KROMER. COMM . L - 11 — E SCALE B SIZE DWG: 811 Would Avenue twin OTAPa: Oregon City. Ot.g.s, 97045 501343.4134 D SIZE DWG: www.ammvlructunartulbng am MP TO MP DESIGNED BY R. RAPPE CHECKED BY: D. KLOVER DRAWN BY K. WALTERS APPROVED BY: E. ORTON SHEET: DWG. NO. DWG. SHT. TAB PRE — CONSTRUCTION 9/20/2012 TGRDOR_DEOO.DWG - AP01_3.0 141 ;/ NOTE. CTL NETWORK CONSTRUCTION SERVICES IS NOT RESPONSIBLE FOR ANY UTILITY LOCATIONS PROJECT: # E.XXXXXX SHOWN OR NOT SHOWN HDPE CONFIGURATION ON THIS DRAWING. DNS CONFIGURATION APPLIES FRON SEGMENT: TIGARD, OR STA 21.21 TO STA 34+05 Q— 2 ORANGE HDPE V. I OwEST /FIBER TO 0 — 2" BLACK HOPE OWEST /VACANT 1 / I Q— 2" BLUE HOPE SECTION: 35 _ 21 +21 POE POLE 404 OWEST /VACANT TOWNSHIP: 1 S Vf - Q- 2� GREEN H CTL ., ER 24 _ gWEST /vACANT RANGE: 1W _ _ MATERIAL LIST QUANTITY / CABLE _ / NH 5'X2.5'X2.5' I BUR. CA. MKRS. JOINT TSP JOINT GSP I 7 r; 2' ORANGE HDPE z _ / 2 g U0144 - 1240 N n S NOTE: I + ti PLACE (1) 144 CT F.O.C. I 1 N STA 21 +21 10 STA 34 +05 I I �W \ NJ C \ u� 7: N. '� E! /N° / ` _ S TiyC \ S W SHADY LN. / S 5 5 ' \ �� �� p PULL THROUGH EXISTING - 685' \ 1 *I8) `, \A'• v.._ 1 I OWEST U.B. -. ` \ NOTE: SETUP MANHOLE PRIOR TO \ D.B.A. Link \ \ \ \ ?r� PUWNG CABLE - STA 26+63 N ` Stronger Connected \ � I \ . � I TITLE: FIBER OPTIC CABLE ROUTE 4' TO STATIONING IS BASED ON EXISTING CTL RECORDS. REVISIONS DATE DESCRIPTION INITIAL 0 50 100 150 200 SCALE: 1 ' . 100' RUS LIST EST OTY ACT QTY EST QTY ACT QTY EST OTY ACT QTY S 1 ieBer 1 ils MEMIS NMI a aoarlrAINISsMINILw INS NINO . . ....1.. SIM ERRUDICE M 71ML RR ■ . m1m. a v® COO MR nwOSL NINON IN= DODO 14111164011. COMM •U — E SCALE .15., B SIZE DWG: sou n. Cm ae 97045 3: 3° D SIZE DWG: www.ownamh MP TO MP DESIGNED BY: R. RAPPF CHECKED BP D. KLOVER DRAWN By K. WALTERS APPROVED BY E. ORTON SHEET: PRE - CONSTRUCTION 9/20/2012 DWG. G RDOR_DEOO.DWG - O NOTE: CTL NETWORK CONSTRUCTION HDPE CONFIGURATION SERVICES IS NOT RESPONSIBLE FOR ANY UTILITY LOCATIONS THIS CONFIGURATION APPLIES FROM PROJECT: # E.XXXXXX SHOWN OR NOT SHOWN STA 21 +21 TO STA 34+05 ON THIS DRAWING. TIGARD, OR O OW ST /FBEHOPE SEGMENT: 0— 2" BLACK HDPE QWEST /VACANT \ fit_. _ TO O— 2" BLUE HDPE W QWEST /VACANT 0— 2" GREEN HDPE SECTION: 35 OWEST /VACANT s\ 41 TOWNSHIP: 1S 4. ,L RANGE: 1W 11tt II so o SW GREENBURG RD. W `W MATERIAL LIST QUANTITY (ASPHALT) 4 - - - —G� - CABLE WUDC - 10 � o HH 5' X 2.5' X 2.5' UD(1XI -1.25) - 10 Q • W BUR. CA. MKRS. NOTE: U0144 - 10 'o s o JOINT BSP UD(1X1 -4) - 6 SS - _ Z JOINT GSP . I 3. -4 G 3 2" ORANGE HDPE EXCAVATE 10' TO INTERCEPT \ CURB ° EXISTING (2) 2" EMPTY pg N CENTURYUNK CONDUIT AND \ P ® EXTEND BACK TO NEW MANHOLE. rn PLACE (1) 144 CT F.O.C. INSTALL (1) NEW 4" HDPE ' * 'r' CONDUIT FROM NEW MANHOLE TO 12 r ` D NEARBY POLE AND CAP FOR /Y L " . �T R/W I- FUTURE USE - REMOVE EXISTING 6" — + VACANT RISER - STA 34 +05 I Li — E r vl UMXB(_)(4x4x4) -1 POLE I ce ce NOTE: U0144 - 200 AT / SEOUENTAL 5332 SLACK SET FIBER MANHOLE SIDEWALK I RATED NON SKID LID. LEAVE 200' SLACK COIL IN MANHOLE. 8 I, STA 34 +10 D 60(1.25)3PD - 165 )' ' ' (RECORDS INDICATE EXISTING BM 25 -TA AS SHOWN, CONTRACTOR NOTE: U0144 -IBS 1 / \ I ° TO CHECK FOR BURIED HH PRIOR IRECTIONAL_BOJ{E_165' OF (3) ,I � TO CONSTRUCTION) 1.2 HDPE CONDUITS N /S. OWES! D.B.A. e PLACE (I) 144 CT F.O.C. -, STA 34 +10 TO STA 35 +95 CenturyLink WUMS - 1 x _ N o Stronger Connected NOTE: , d C J,, SETUP MANHOLE PRIOR TO x G,� 2S PULLING CABLE - STA X +XX r x TITLE: FIBER OPTIC CABLE ROUTE o 1 4 N O ac �O Y\ + + M O M ae M - o r , _ ~ w I NN y, U NN-I TO STATIONING IS BASED ON EXISTING CTL RECORDS. REVISIONS DATE DESCRIPTION INITIAL 0 15 30 60 SCALE: 1" . 30' R U S LIST EST QTY ACT QTY EST QTY ACT QTY EST QTY ACT OTT MOMS Alt SMaRUmla WE �RERAAN BY TIC PRO ERTYa POT aIRRAr ona c8RPORAmn. 1018 KM ISSUED M DEUCE aNFILOICE AND 111.41 NOT RE RETROOULED, COR[R, OR USED FOP ANY PURPOSE M11140UT PPEC =K WMIW1 I PERI651DM. COMM .. -_E SCALE ' :_ w , B SIZE DWG: 811 Railroad Avenue Main OTfia.: Oregon City. Organ 92043 303.343.4134 D SIZE DWG: www.commstruclurecom ulting.am MP TO MP DESIGNED BY: R. RAPPE CHECKED BY D. KLOVER DRAWN BY K. WALTERS APPROVED BY: E. ORTON SHEET: DWG. NO. DWG. SNT. TAB PRE - CONSTRUCTION 9/20/2012 TGRDOR_DE00.DWG - CP02_5.0 \ / / \ NOTE: CTL NETWORK CONSTRUCTION SERVICES IS NOT RESPONSIBLE FOR ANY UTILITY LOCATIONS PROJECT: # E.XXXXXX SHOWN OR NOT SHOWN ON THIS DRAWING. um SEGMENT: TIGARD, OR NOTE: 00144 - 200 an S SET FIBER MANHOLE SIDEWALK ° o RATED NON SKID UD. LEAVE 200' TO / ,� 1 5 SLACK COIL IN MANHOLE. /7" ' / _^ STA 37 +80 SECTION: 35 o WS Q / r m ,. TOWNSHIP: 1S / < CA< RANGE: 1 W A � MS — 1 / NOTE: MATERIAL LIST QUANTITY * r y SETUP MANHOLE PRIOR TO CABLE K PUWNG CABLE. HH 5' X 2.5' X 2.5' / C' BUR. CA. MKRS. / / CL/R cO � s JOINT BSP �> / — JOINT GSP r ; . H H 2" ORANGE HDPE ...0\ , W _ w ilk A., / A A. IC t I N O t �,/ — r Su, C qS .-,40 e o s / 0 r c ,ISP qVF CURB 0 O � - BOW P � r--: SG � `Fy _ Q — R/W _ I �_ z co 4 /1P \ ''' s "9s BM60(1.25)3PD - 360 ` im V 00144 - 360 w f SNIP s � NOTE: t \ QWEST D.B.A. O � DIRECTIONAL BORE 360 OF (3) 1.25" \ \ N HDPE CONDUITS N/S & E/W. I ' Century Link PLACE (I) 144 CT F.O.C. \ �� M '0 STA 35 +95 TO STA 39 +55 \ . Stronger Connected ' °� I \ \\ ~ N r tx TITLE: FIBER OPTIC CABLE ROUTE \,-..e / TO STATIONING IS BASED ON CENTERUNE OF ROAD. REVISIONS DATE DESCRIPTION INITIAL 0 15 30 60 SCALE: 1" = 30' CROOR AS MENGE PROMO RUS LIST EST QTY ACT QTY EST QTY ACT QTY EST QTY ACT QTY DRAMS NOO T m PL oaz ICAO RICO iT lxa�rOOf UTDO M O CONKA11010 OOINORATIOI. ION WIC WIND N • $1110 COII1001Ct MIT 941 WNW K AF7RI11CO , COMM CO ,� ` _ WED IDx ANT MOOSE NINON mine 11101101 POMP* COMM -1 — 6 SCALE B SIZE DWG: 811 Ralhtud Avenue Wu ate: o1rum, City. atgan 97045 303.343.41M D SIZE DWG: w w w.commswrnur r„mtum .am MP TO MP DESIGNED BY R. RAPPE CHECKED BY: D. KLOVER DRAWN BY K. WALTERS APPROVED BY: E. ORTON SHEET: DWG. N0. DWG. SNT. TAB PRE - CONSTRUCTION 9/20/2012 TGRDOR_DE00.DWG - CP02_6.0 \ / / \ NOTE: CTL NETWORK CONSTRUCTION SERVICES IS NOT RESPONSIBLE FOR ANY UTILITY LOCATIONS PROJECT: # E.XXXXXX SHOWN OR NOT SHOWN ON THIS DRAWING. SEGMENT: TIGARD, OR TO SECTION: 35 TOWNSHIP: 1 S J RANGE: 1W CURB QUANTITY MATERIAL LIST ; * --- v CABLE o � ..hf� HH 5' X 2.5' X 2.5' ° sow — _ BUR. CA. NKRS. o -,- _ _ ____ Sp - R/W ` T JOINT BSP Z CURB - - "" �. r � _ 0 JOINT GSP 3 Y SS — - NkC _ _ 2" ORANGE HDPE / =v► �e - W il DB � c DG fillh T o u-, -- A, DB '\ °o o M + CAL SW CASCADE AVE. .c Z T (ASPHALT) " -- 0 T '' o N N G > - 111111111111 CA IIII IIIIIIMMIIIIIIIIIIIIm mk II ly .__.._ —___ 1 CI CURB –_ - -�— \ + S D ii ._ P R/w - \ H N 4 I r* , . . Vi 01460(1.25)3PD - 350 \ QWEST D.B.A. ,� �� NOTE: U0144 - 350 SO DIRECTIONAL BORE 350' OF (3) Cent Link 1.25" HOPE CONDUITS N/S k E /W. Stronger Connected - PLACE (1) 144 CT F.O.C. STA 39 +55 TO STA 43 +50 TITLE: FIBER OPTIC CABLE ROUTE TO STATIONING IS BASED ON CENTERUNE OF ROAD. REVISIONS DATE DESCRIPTION INITIAL 0 15 30 60 SCALE: 1". 30' R US LIST EST QTY ACT QTY EST QTY ACT QTY EST QTY ACT OTY DWI NDS wrvPI OTHERWISE DOLL ROARED If M NIOPEITY ORIST DCAMAINICAOSIIS CAIPORATRTI. BOTH IDBO ISSUED M STRICT DDIIlR[MQ AND SHALL NOT IC REPRODUCED. COPED. SI USED EDI ART RIME UTTUJI SPED(1C MITTEN PERMISSION. COMM -� ■ �E SCALE oct�a., :anti-. _:C B SIZE DWG: 811 Railroad Avenue Main Office: Ovum City. Oregon 97043 303.343.4134 D SIZE DWG: v. .....nmm+tructuccco.rulmng.c m MP TO MP • - DESIGNED BY: R. RAPPE CHECKED BY: D. KLOI-£R DRAWN BY: K. WALTERS APPROVED BY: E. ORTON SHEET: DWG. NO. DWG. SM. TAB PRE - CONSTRUCTION 9/20/2012 TGRDOR_DEOD.DWG - CP02_7.0 _ \i / \ NOTE: CTL NETWORK CONSTRUCTION SERVICES IS NOT RESPONSIBLE FOR ANY UTILITY LOCATIONS PROJECT: # E.XXXXXX I SHOWN OR NOT SHOWN ON THIS DRAWING. q •1 \ SEGMENT: TIGARD, OR TO - O Y p 3 x = 5 x N SECTION: 35 x z `"' w SPRINT MSC 10799 r .--.. -- ____J TOWNSHIP: 1S ° wo e W SW CASCADE AVE. RANGE: 1 W mW ; QUANTITY a ,_ F MATERIAL LIST A CABLE \ HH 5' X 2.5' X 2.5' BUR. CA. MKRS. / JOINT BSP ._= PAL \ JOINT GSP it c: ,„,, , ._.F ____ 7 2" ORANGE HOPE Q m___________nn.___ isim --fi ---------- IIIr \ w k ' — \ (4. :.01.216... T Ir 14411441.11. lit -- _ -__________ — -- . ,:. k ro r ti lik ‘a6,. N.. x'71 : II: ' - - -�� - o r ri M CURB Q \\ g \ I- W \ � _ QWEST D.B.A. , I �, �� Centu Link° N \ \ e , �e Century Link Stronger Connected '" UMXB(30)(4x4z4) -1 BM60(1.25)3P0 61 WUM 1 cl % c� 9 SA •4, NOTE: U0144 - 100 NOTE: U0144 - 61 NOTE: UD(1x3 1.25) 50 eo4,„ SET FIBER MANHO SIDEWALK DIRECTIONAL BORE 61' OF (3) 1.15" EXCAVATE TO INTERCEPT EXISTING TITLE: FIBER OPTIC CABLE ROUTE t RATED NON SKID LD. LEAVE 100' HDPE CONDUITS N/S 8 E /W. TRENCH AND PLACE 5' OF (3) 1 41 SPLICE COIL IN MANHOLE. PLACE (1) 144 CT F.O.C. STA 43 +30 STA 43 +05 TO STA 43 +66 1.25" HDPE CONDUITS TO w p \ INTERCEPT VAULT. TO 1)...` � Z \\ STA 43 +66 WUMS - 2 NOTE: STATIONING IS BASED ON CENTERUNE OF ROAD. REVISIONS SETUP MANHOLE PRIOR TO DATE DESCRIPTION INITIAL PULLING CABLE. _ 0 15 30 60 _ SCALE: 1" . 30' RUS LIST EST QTY ACT QTY EST QTY ACT QTY EST QTY ACT QTY M MC SPPECIKATors REYNI DWPM MO � r OIIAIIGII� CORPORATOR LOIN BOND OWED Rd MKT COMOIXI 1 MO EMU NOT RE IEPROgxIL arto, RR Al e& USED Fall un R POSE rflI JT SPECIFIC I MIDI IDI PONISSIOB. COMM ` -� ( — E SCALE CONS,LTIN B SIZE DWG: 811 Railroad Avenue Mun Otfia•: Oregon City. Oregon 97145 503.343.4134 D SIZE DWG: w ww .commsIractutcc.m ultmg.aon MP TO MP DESIGNED BY: R. RAPPE CHECKED BY: D. KLOVER DRAWN BY: K. WALTERS APPROVED BY: E. ORTON SHEET: DWG. N0. DWG. SHT. TAB PRE- CONSTRUCTION 9/20/2012 TGRDOR_DE00.DWG - CP02_8.0 \ / / \ NOTE: CTL NETWORK CONSTRUCTION SERVICES IS NOT RESPONSIBLE PMF101(48) - 815 FOR ANY UTILITY LOCATIONS NOTE: PROJECT: # E.XXXXXX SHOWN OR NOT SHOWN PLACE 615' OF (I) 48 CT MIC TIGARD, OR ON THIS DRAWING. CABLE IN CONDUIT AND THROUGH SEGMENT: m BUILDING FROM NEW MANHOLE TO POINT OF TERMINATION. 1- LEAVE ADDITIONAL 100' SPLICE TO COIL IN NEW MANHOLE AND 50' STORAGE COIL IN EXISTING (� ROUTE ' MANHOLE AND 50' TERMINATION SECTION: 35 8' I I ----\ COIL AT RACK. \ TOWNSHIP: 1S — RANGE: 1W I \ QUANTITY 0\--- \ MATERIAL LIST UD (1x3 -1.25) - 20 l /� / / U048 20 r / \ CABLE NOTE: / / /I / / � / /� / /l //i / / / /� / TREACE20'OF(1) j HH 5' X 2.5' X 2.5' m 4" HDPE CONDUIT; BUR. CA. MKRS. -' (1) 48 CT F.O.C. :::-JOINT BSP z JOINT GSP 2" ORANGE HDPE UMXB (30X4x4x4 PL ) -1 \ I II NOTE: U0144 - 100 SPRINT MSC 10799 I \ SW CASCADE AVE. m SET FIBER MANHOLE TRAFFIC I \ i RATED 30" UD. LEAVE 100' 0 SLACK COIL IN MANHOLE. STA X +XX F:1 9 I • WUMS - 4 el NOTE: --+ \ . SETUP MANHOLE PRIOR TO 4 I' 4 4 4 V ' PUWNG CABLE. � �� OWEST D .BA. ryL nk° ° C oe ROUTE 'A' — -_ - �� • � \ • Stronger Connected Mi - — _ • • kik 1111 __ _ ■� TITLE: FIBER OPTIC CABLE ROUTE TO PMF101(48) - 472 0 10 20 ao NOTE: SCALE: 1" s 20' PLACE 322' OF (1) 48 CT MIC CABLE IN CONDUIT AND THROUGH BUILDING FROM NEW MANHOLE TO REVISIONS POINT OF TERMINATION. E LEAVE ADDITIONAL 100' SPLICE DATE DESCRIPTION NITIAL COIL IN NEW MANHOLE AND 50' TERMINATION COIL AT RACK. 0 25 50 00 SCALE: 1" -50' Excet AS NAT RUS LIST EST QTY ACT OTT EST QTY ACT OTY EST QTY ACT OTT s Lie Y SMALL�RIM DI FROTITYY OF OWESI COIRR.NRCADONS COMPORAIYI. BOIN WIG ISSUED N snorr [OIRIDOIC[ MO SHALL VAT BC REPImUC[D, CD/CD, OR 11 � — USED RR ART POSE WIINQII MOM WINN PEIDSSS0N. COMM - , '' E SCALE B SIZE DWG: 811 IL frond Avenue Main «a: Oregon City. Oregon 97645 503.343.4134 D SIZE DWG: w w w.nomm.huctureco nnlmmg.c m MP TO MP DESIGNED BY :: R. RAPPE CHECKED BY: D. KLOVER DRANK BY: K. WALTERS APPROVED BY: E. OR TON SHEET: DWG. NO. DWG. SKI. TAB PRE - CONSTRUCTION 9/20/2012 TGRDOR_DEOO.DWG - CP02_9.0 i NOTE: CTL NETWORK CONSTRUCTION SERVICES IS NOT RESPONSIBLE PROJECT: # E.XXXXXX FOR ANY UTILITY LOCATIONS SHOWN OR NOT SHOWN ON THIS DRAWING. SEGMENT: TIGARD, OR 1 TO NPE1 3G - t oo° C0144(6.6M) - 412 I SECTION: 35 NOTE: PM11 �I 2 o = PM2A 4 NOTE: TOWNSHIP: 1 S 4 PLACE (1) DOWNGUY WITH (1} o ff' = � ,, ATTACH TO POLE (1) 6.6M GUY GUARD TO EXISTING CO ,. i �� - STRAND LASHED W I 144 CT RANGE: 1 W ANCHOR (WEST) PGE POLE 6819. � + r °� `°� 4 F.O.C. - 472' /() MATERIAL LIST • QUANTITY \ ` 2g .tY s ° 6 W STA 26 +17 TO STA 30 +89 CABLE OJ < In d d'IS ...c HH 5' X 2.5' X 2.5' 1 Q I BUR. CA. MKRS. JOINT BSP v JOINT GSP I 2" ORANGE HDPE • _ \ I /° _ _ SW CASCADE _ I z (ASPHALT VE. —� 3 cl PPc229' ® — — �, — W \ , e1 \ 0 U + M M *(REDUCED TENSION < 1 MAINTAIN PROPER 01 s I MID-SPAN CLEARANCE) r ` /Y \-1\-1.-- . w CV VT c al 1 N 4,4 BM84 2 OWES! D.BA. _ _ 11411111' 110144 - 28 ° NOTE: STA 26 +17 PGE POLE /15283 < C e ntu ry L i n k RISER UP POLE. ATTACH AT . ° Stronger Connected 23' -1". CLEAT 23' OF (I) 144 it m °N .n CT F.O.C. TO POLE. PUCE 23' i H °N OF 1' RISER. s G ea: N o • TITLE: FIBER OPTIC CABLE ROUTE TO STATIONING IS BASED ON EXISTING CTL RECORDS. REVISIONS DATE DESCRIPTION INITIAL 11■I 0 50 100 150 200 SCALE: 1 ". 100' R US LIST EST QTY ACT CITY EST QTY ACT QTY EST QTY ACT OTT MIMICSS m wa R a WRY COINUNC.NOIR CCA4CM11011. PIN E11IC ISSUED I • 511CT CoINnDICT AID 511.41 PVT IF RI ICE COPIED a ,�` MD FM An WOK MIMI 94L4K 'TRTIIM /0O65gM COMM -k — E SCALE C IISIAiTNa a ) �. B SIZE DWG: III Rath ad MARRA Ulm CC. Oregon City. Ompo WOO -l:1 3414114 D SIZE DWG: www.pgp ic....... MP TO MP DESIGNED BY: R. RAPPE CMECK£D BY 0. KLOVER DRAWN BY: K. WALTERS APPROVED BY: E. OR TON SHEET: PRE - CONSTRUCTION 9/20/2012 DWG. G RDOR_DEOO.DWG - AP02_10C 7 I EXISTING 1.25' AERIAL CONDUIT HOPE (BLACK) NOTE: CTL NETWORK CONSTRUCTION C0144(6.6M) - 535 PULL NEW 144E ARMORED CABLE THROUGH EXISTING AERIAL CONDUIT SERVICES IS NOT RESPONSIBLE PM2A - 4 PROJECT: # E.XXXXXX FOR ANY UTILITY LOCATIONS NOTE: O SHOWN OR NOT SHOWN ATTACH TO POLE (1) 6.61I ON THIS DRAWING. STRAND LASHED W /(1) -144 CT SEGMENT: TIGARD, OR NPEI -3G - 1 F.O.C. - 535' C0144 - 448 i PI/11 -1 STA 30 +89 TO STA 36 +24 NOTE: NOTE: PULL (1) 144 CT F.O.C. "' o TO PLACE (1) DOWNGUY WITH (1) THROUGH EXISTING AERIAL HDPE 4 2 I GUY GUARD TO EXISTING COMM CONDUIT. S " ANCHOR (WEST) PGE POLE 4618. ,g; n STA 36+24 TO STA 40 +72 < SECTION: 35 = Y t - O ,, . TOWNSHIP: 1S o 1 RANGE: 1W g < g ," In_! �S : 8 * ; , MATERIAL LIST QUANTITY • a , , rn n ^ °U 0 — I or-. nS \ + w N ° � CABLE '+` m om \ O• n �, + ^' \ :°, .Z . NH 5' X 2.5' X 2.5' •L o z ` x " gy p. \ o z6 ° BUR. CA. IIKRS. ,n a �� \ H idc�i IA a -4 JOINT BSP S !o— �, JOINT GSP pX *A "(REDUCED TENSION pps11S r 2' ORANGE HOPE gy p. O o MAINTAIN PROPER �� > •�� S � MID -SPAN CLEARANCE) o � 9 ' --- L "PP =214' —_ — 0 \ ___ ....... -- aa i�_e s, \ — (ASPHALT) { 33 0 0 \ 0-11.1 / it i'v 9 OWESI D.B.A. ,/ �` w QC.. ` \ \ Century Link S`P '3\ • -• C 64s1 \ 1 Stronger Connected /540 1 1 / ` TITLE: FIBER OPTIC CABLE ROUTE TO \ .r STATIONING IS BASED ON EXISTING CTL RECORDS. REVISIONS DATE DESCRIPTION INITIAL 0 50 100 150 200 SCALE: 1". 100' RU S LIST EST QTY ACT OTT EST QTY ACT QTY EST QTY ACT OTY W IINGS�Mr Mr BE ICAtG P10/1013 MAL M N 71[�I TV Of OVEST carArA1U6 DS• ION NM MOS • SlIKI WINHIT N IV Q 11 D VAIL IV IlID rd NIT N WITHOUT WM( MIDI ID • OM, N COMM -; .- E SCALE CO3431,401.: ) B SIZE DWG: XIT NoasoN.1 Memo M ,,other: Oregon CPIs'. Oregon 97043 303.3414134 D SIZE DWG: . a,..a,mm+Iruclun-nm,blg.o.,, MP TO MP DESIGNED BY: R. RAPPE CHECKED BY 0. KLOV£R DRA NN BY: K. WALTERS APPROVED BY: E. OR TON SHEET: PRE - CONSTRUCTION 9/20/2012 MG. G RDOR_DE00.DWG - AP02_11 C NOTE: CTL NETWORK CONSTRUCTION SERVICES IS NOT RESPONSIBLE FOR ANY UTILITY LOCATIONS EXISTING 1.25` AERIAL CONDUIT HIRE (BLACK) PROJECT: # E.XXXXXX SHOWN OR NOT SHOWN PULL NEW 144F ARMORED CABLE THROUGH EXISTING AERIAL CONDUIT SEGMENT: TIGARD, OR I / TO I 1 �= N o wo m o SECTION: 35 `~' + M - �h , I TOWNSHIP: 1S a+ o �qn °+ umN .. RANGE: 1W ° n _ a r " r I <H d�\ S� o..� o N N o MATERIAL LIST QUANTITY Z V/ o ° a +�" u M :^§ 0 5 NC c CABLE " a "" = �" • 8 ^ NH 5' X 2.5' X 2.5' 4t�t0 n on n � m v' a ..r, d + o v & ^ ^ ° o Aft", �� o S BUR. CA. MKRS. 3 ,L a d "' F, 0 < 3 o JOINT BSP tv NIA l � ° o < i= , ., a o G i JOINT GSP < 73 s a��d G� >z� n r+, -I 2` ORANGE HOPE v -0 70 o l • • 1 1 4 . rn N O z° 11110.4..„.• v PP =124' PP =126'_ i _ �_' 11 111L _— NI W � �� . — ®� PP =238 L., — — — II N _ - O T - SW GREENBURG RD c." m soD+DO y - �- — �-- W U O d „ Z � V1 a 4 O ME O m Q O Z , O° / 4 r ip 40y1 ,. Q CC q� \ 1 g - o �' N 4,1 STA 499 +72 118 0/5 PGE POLE / 6602 C0144 NOTE: 242 PM 2A - 2 250 ` ...A > OWESI O.B.A. , I �, ' MAP • CI1 -358 TJ+ t /' 50/3/1973 PULL (1) 144 CT F.O.C. NOTE: ATTACH TO POLE (I) 6.6M v) Centu Link o P.O.A.= 20' -0" DE THROUGH EXISTING AERIAL HOPE STRAND LASHED W /(1) -144 CT 1 1 CONDUIT. Stronger Connected F.O.C. 250' E2 $ §u Q-. STA 40 +72 TO STA 42 +14 STA 499+80 TO STA 502 +30 1 1 / ° N UUK U _ I.' QW ° auN J TITLE: FIBER OPTIC CABLE ROUTE 7-A + w STA 494 +94 48' 0/5 n g� Rii° It PGE POLE # 6000 �� W °O G W a in 1 TO MAP C11 -358 45/3/1973 1 P.O A. =21' 0" FS / \ (.......s. ....----- 1 SURVEY STA. 496 +25 SEE DWG NO. MI19 AE04 WESTSIDE BACKBONE OVERBUILD PROJECT STATIONING IS BASED ON EXISTING CTL RECORDS. REVISIONS SEE DWG ND. 2.0 DATE DESCRIPTION INITIAL 0 50 100 150 200 SCALE: 1 "∎ 100' - RUS LIST EST QTY ACT OTY EST QTY ACT OTY EST OTY ACT OTY • RID I VALL 1 11C !NW C O M sr4r4e0 MOMS w o END r MCC COMM NO WILL NOT I 11011101111. CON N a � � ` am NK Mr NI/04 WPM aeEIC SORB iFN6w31. COMM IN 6 SCALE , :•,01...s..0,,, l: B SIZE DWG: pill K.IhuaJ Avin"r Mon OTha•: Onwm CO) - . Orugon 97843 303.343.4134 D SIZE DWG: . Sw amumlru<tunc,mulbng.am MP TO MP DESIGNED BY: R. RAPPE CHECKED BY: D. MOVER DRA BY K. WALTERS APPROVED BY: E. DRTON SHEET: - PRE - CONSTRUCTION 9/20/2012 DWG. G RDOR_DE00.DWG - APO2_12.0 �A NOTE: CTL NETWORK CONSTRUCTION SERVICES IS NOT RESPONSIBLE FOR ANY UTILITY LOCATIONS I c,< e�� PROJECT: # E.XXXXXX SHOWN OR NOT SHOWN TIGARD, OR ON THIS DRAWING. ti r i , / VT7 SEGMENT: 4 0 N ` tiw V .' 4 � TO i SECTION: 35 I TOWNSHIP: 15 \ _ RANGE: 1 W �� � MATERIAL LIST QUANTITY ■ 7-------N / ` CABLE HH 5' X 2.5' X 2.5' — N BUR. CA. MKRS. O I I JOINT G SP J ■ / -- r / JOINT GSP I ''- r. r 2 ORANGE HDPE _ = Ems• I 2 \ 1 1 1 \ .5 ',,,, 1 / ,,s. / -a- li 4.4) - 4 \ pilr ,.. *Iir lipiw. .....\ Illp/e �� ______ 1 \ \ I QWES1 D.B.A. I \ �-- _ \ Century Link° I Stronger Connected '• r----) \ t I TITLE: FIBER OPTIC CABLE ROUTE I / TO REVISIONS DATE DESCRIPTION INITIAL RUS LIST "`M AS MIT `MORON NORM V CORIUM 1110E EST QTY ACT QTY EST QTY ACT QTY EST QTY ACT MY COMM Ala IKCIICANIM 11 ALL IDRM M OMIT Or arm COWIKATOI7 COEPOMIOI. IOM IOW WAD M TTMCT CONIVINCE MD SIMLA NT IT REPIONIR0. CCM DA 66_` USED 1@ NO PAM MINTS OECIK V ORA PflR901L COMM - ) —.E SCALE ' t011d NLTN B SIZE DWG: Nil Ra,hilnJ Av,•mu• Main O(6ae: On.vm City. Or .y,n19705 507.313.4134 D SIZE DWG: ..w..commNruclyrcc„ .avn MP TO MP ' DESIGNED BY: R. RAPPE CHECKED BY 0. KLOVER DRAWN BY: K. WALTERS APPROVED BY: E. ORTON SHEET: - PRE - CONSTRUCTION 9/20/2012 TG RDOR_DEOO.DWG — CA0