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PFI2018-00118 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT sMCOMUNITY DEVELOPMENT Permit#: PF12018-00118 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 06/13/2018 Parcel: SEG1885 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Verizon Project Description: Bore and place conduit to place fiber line and place hand access holes.Work will be in Bull Mountain Rd,from McFarland Blvd to 139th Ave. Owner: FEES Description Date Amount PFI Permit Fee 06/13/2018 $300.00 PHONE: Contractor: PHONE: FAX: Applicant: BRANDON HUTCHINSON PHONE: 503-501-1759 Total $300.00 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: Issued By: L/ Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12018-001 18 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 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 09-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 10-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 11 -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 12-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 13-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 14-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 15-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 16-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 17-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. Call Jonny Gish @ 971-713-0281 or Jonny@itgard-or.gov PFI_Utilities 18-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 19-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 20-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 21 -OTHER Applied Notice ****NO WORK ON SW BULL MOUNTAIN ROAD PRIOR TO 9AM OR AFTER 3PM**** ****CONTRACTOR MUST INSTALL ALL EROSION CONTROL MEASURES DOWN STREAM OF BORE AND RECEIVING PITS TO PROTECT STORMWATER SYSTEM**** 'RECEIVED City of Tigard MAY 17 Z018 PUBLIC WORKS —ENGINEERING CITY OF TIGARD Public FacilityImprovement PLAN�I►�I.I�,!l=n�r�tNFPRiNG �l�FI) I�er�v. E: F ® : :. : DESCRIPTION OF WORK(in the right-of-way) El TYPE 1—Franchise Utility Work Check one: NUtilities ❑ Sidewalk/driveway approach ❑Streetimprovements performed by NWN, PGE Detailed description: BORE AND PLACE CONDUITTO PLACE FIBER and/or utility agency. LINE AND PLACE HAND ACCESS HOLES 1:1 ' 'E 2–Sidewalk/Driveway/Sewer Work performed for the purpose of- - Sidewalk installation or repair. Property address/location(s): SW 144th ave and bull mountain Road to SW Mcfariand Boulevard ® Driveway approach installation and/or repair and SW gull mountaln road and SW 141st avenue to SW Odho Ct - Sanitary sewer latest installation and/or main line tap Applicant: MCI METRO ACCESS TRANSMISSION DBA VERIZON ❑ TYPE 3—Full scale Development Work performed with Land use Address: 10001 SE SUNNYSIDE RD approval which includes any of City/state: CLACKAMAS, OREGON Zip: 97015 the following- Phone: ollowingPhone:503 501 1759 Email: BHUTCHINSON@HENKELS.COM - Subdivisions or Partitions BRANDON HUTCHINSON T - Street-wideningContact name: Phone: 503 501 1759 Mainline installation for Sanitary Contractor: HENKELS&McCOY sewer, Storm sewer,Tigard water and/or Tigard Water Service Area CCIi#: 53699 Expiration: Address: 10001 SE SUNNYSIDE RD sUBMITCOMPLETED,APPLICATION TO: City/state: CLACKAMAS,OREGON Zip: 97015 City of Tigard Phone: 503 501 1759 Email: HMCLKPERMITS@HENKELS.COM PlanninglEngineering 13125 SW Hall Blvd. Contact name: BRANDON HUTCHINSON Phone: 503 501 1759 'Tigard,OR 97223 Applications for"minor work in right of-way" HENRY LAWRENCE only may be emailed to: Engineer: trow�ermiits cr,tigard�or.g_o_v Address: 10001 SE SUNNYSIDE RD City/state: CLACKAMAS,OREGON _ Zip; 97015 F'OR STAFF LISE ONL'Y' Phone: 503 347 2487 Email. HLAWRENCE@HENKELS.COM .. .. :............: :... Case No,. � Contact name: HANK LAWRENCE App lavation:subtnittal.fee` .07%of (. En eer's:Estimate �� � Estimated value of work is required(if over$5,000): 168,000dditioal fees: (within the public.right-of-way) Application 4C � By:. . . ..... . Date: Is work related to a LAND-USE DECISION? ❑ Yes P9 No �.. . . Application reviewed: If so,please specify(MLP,SDR,SUB,etc.) case#: ;. .. By: :Date: Is work related to a BUILDING PERMIT? ❑ Yes [K] No applicant notified If so,please specify(BUILDING PERMIT)case#: f:ENG`PatmitApplicattans�pf[_appliratian.Effectivq.1040017 S-.3 (3tUt. /McatkAJ1'ALN e-0 PP-coir To 4TAA d R City of Tigard 23125 SW Hall Blvd. - Tigard,Oregon 97223 wwwtigard-otgov - 503-718-2421 - Page 1 of 4 APPLICANTS NO'S'E: 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. * With the exception of a utility operating pursuant to a valid franchise with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s)must sign this application in the space provided or submit a written authorization with this application. Franchised Utilities are not required to obtain the owners signature on the application BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT: b v -request does of ola e a recorded deed restri do be attached to or im the subject ro • 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. Applicant/Authorized 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 97223 • www.tigard-or.gov 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEESR STAFF US ., Public Facility Improvement(PFI)Permit: JAILED StIBMITTAL DL APPLICATION FEE Par I Requiredsubmittal fee$300.000 FktANC SE UTILITY: D,SIDEWALI % % PERMIT FEE DRIVEWAY:AND UTJLLTY.: `'.:`. Part 2: All non-water system improvements CONNECTIONS,ET's. :(wprI �n the:right'of:way) _...`.. Engineer's estimate X 5%(less$300.00 submittal fee) Engineer's estimate 2%o Plan Review (iricluidinifl formation,below g }, WATER SYSTEM FEE ❑:.Dimensions Part 3: All public water system improvements ❑:StreerNaiiie Engineer's estimate X 12% z1.SiteAddress PFI Permit Fee Exemptions: IEULL There will be no permit fee charged,or assurance requited SCALE]DEVELOPMENT for the following types of work: : (Subdivisionzs Partitions and Street Improvements) • Sidewalk repair(less than 20 lineal feet) Relocate or replace mailbox DesignIdns, • . Ditch cleaning that does not involve regrading. G.sets;24x36 or 22x34 .. .... t ,... ). • Weep hole repair ::.❑.;Cover.-Site;Vicinity,Abbreviation,Legend • Curb tepair or replacement(less than 20 lineal feet) ::Q: Gesierai Notes(City,. Sewer,etc.) • Lawn sprinkler system installation or repair d.:Street(Plan,Profile) : .. • Street tree pruning or planting Q,Wader;Storm and Sanitary(Plan Profile)_ • Planter strip landscape maintenance 0:'Water Quality Facilities • Test wells ❑;:Grading ❑ Landscaping/Tree Plan Q :Composite Utility Pian,(Electdcal,Phone,Gas, Note. A cash assurance may be required per Storm,Saiaitary,Water,Signage,Street.Lights,etc) TMC 15.04.140.{customer deposit) ❑.Details El Traffic Sight Distance -;Sign ng and Striping ❑:Street Light.Plan and Photometric En eers seal s ature Q,:Sheet.label(project,land use name,revision and pjan log block,dates and sheet numbers `Additional Submittals er:Land Use.conditions 0:Traffic Report ❑ .Storm water Drainage Calculations ,`Geotechnical Report ❑:Pre'li'minary Access Report(Sight Distance) ❑.Proposed Plat ❑.Pathway Design(if applicable) Water.Deparlment Approval .�neer s Construction Estimate PUBLIC FACILITY IMPROVEMENT PERMIT" City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigardd-or.gov • 503-718-2421 • Page 3 of 4 SAMPLE SKETCH: w, y .5St Edge.of Pavement Streetlight - ■,fir Rain ThinWON*■eO► I Ral RM 1 1 Existi n g =:>I Driveway = �� of ELI WNfl CL �, 4 is 8 !"� `�`::;moi-^a'*� :,r_-`.'. •■ Powerpole 8m 0 IIILL...f111i��rrry'�.}7f 1 f G a >~` Fire Hydrant(FH) r Q 1 Scale: 1'1 30' 1 I t a � � a r MINIMUM SKETCH REQUIREMENTS (Put"N/A"if Not Applicable): North arrow Property lines &dimension Slope of property Street &street name(s) Existing building, structures Utility&street light poles Proposed work Existing curb or edge Trees Existing S/W or of pavement Existing utility locations D/W apron (sewer,water,storm) PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • vsr w. igard-or.gov • 503-71$-2421 • Mage 4 of 4 NORTH LOCATION MAP I_ POR—TIG_027,028,029,030,032,033,034_B PRI-CALF SITE ENTRANCE TO BULL PRI-CALF SITE ENTRNCE TO BULL MTN RD AND 141ST AVE/CALF SITES NT RD AND 141ST AVE/7 CALF SI FQNID'S/NFID'S IN PRINT COUNTY: WASHINGTON FIB:BUR::119000162/1801 BIMY.6 CITY: TIGARD,OR FIB:BUR--119000163/1801BIMY.6 CONST.W/O# VZl FP-1030 FIB:BUR--119000164/1801BIMY.6 SITE NAME PNW_CALF 10-A F I B:BU R::119000165/1801 B I MY.6 CRAN/RING TIGARD FIB:BUR::119000166/1801BIMY.6 FIB:BUR::119000167/1801BIMY.6 FIB:BUR::119000168/ 1801BIMY.6 FIB:BUR::119000169/ 1801 BIMY.6 t q3�a" ' tap ra� r ;, " 1� ay'" rot; <;p La L:,A �., Ga I FIB:BUR:.119000170/1801BIMY.6 ffiI y :rt ° , ;' cy �4 ,TM, !� wr as a ;� FIB:BUR::119000181/1801BIMY.9 _. 1 ��.- 1 , ,,. "� '' ;uh' '� F� '� w µy�' ��,�lyY d1�1 A a `"'- t J 4'- IWC -., ''3..L°`P $31'?Cr i,7'` .�'.i•-1i,g 7 fJ=!. rI N 'r; I CO a C! v FIB:BUR::119000182/1801BIMY.5 ,4U[ e �it[� tna inti a', - �: s,4 � '. ,z u �P �µ „�. w� , s.'. �:; — z.,�( az e'mac' v,a r �a� 7 , s d! 1e`,.. U, v� 'w a L .�,' u Z FIB:BUR::119000161/1801BIMY.8 ` '�'° 1{ �t w..'.«� •r <, �� _ 6"h 3;L r: : _ � � M. > _O 'i Rw P4 1 dt I I FIB:BUR119000174/1801BIMY.10 � , a��.n,n _ .wl c', t # n FIB:BUR--119000175/1801 BIMY.3 �'- _ '" ;' {` �. ,-2[� .L I'1! ti -; `� ? , ; - = FIB:B R11 176118 1BIMY.11 — ---- U 9000 0 4? #�3} a C ,r1 P£t° 7 sa u I b&p} fl ;1 Z o ,�..^ y [. r, I € J";.:1'i7:; '�z I y}'"'a y'' f3 r3 3 f:;. �s., f_. 3 �"L„I.,,,A _ z co 00 G.s1� p}-' _ n!\fiA' li'.� fi{ 17 x �`.�c �{ r 4r•~ Z `Z11 W fiI r,'Cs :F a wa I^ � .14ntev a W eC £lt rt 1••^s� y R+ F',�L'.rx��Y.,..i'$,+'s3°"Rs�'SF Ij f iu.> _I"t�3'1'R..3: 1 ,3 r .L: r,L j .3 {n!V 2 Il ,> air 7 a 3r € � u 6 n W U 0 <` .ar 4'sz. . 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SWy �5•..�a GR ` y r.� nor' .r- 1E'� 4 '� lj 5..1R KQ e 43zs9 3 Cy t 9 1 (a �.i4 ♦ 3f t3 •ki,' Y.� Ca "} !�, '3F ..a f :•�`• Snr FJ{i' z'' '`, i i j'ff.�S'.aie+;,�•G+.,yb r.r ^ 4 ;, w 4 Ci#fie oe E"z�ffj � e , '� ` Ef _ � •__._. ..' r ^a,z _ 6;w„ •f7 ['''"S° ��+' �i[1 + >1� ti j .r3._ � t E a � � C`�?�,�i';] `� ;�� SQ�ga['�I�tn��`�l,�'f i ¢���'�• C R,O �S v a I ',-.- '' •- ,t 1 i Ra', L" 4�•: f t r r;`�'�DH.Totsr,tsVe �* +J` i.! r. .•w �'"sn `j •iE71{Y 3.t.iM1.`' n C3 P :i'ry I � r v+ •rj'' t ?�I+ .z gin'* la r•t,�" 3t43'?i•$� ,,�'R'.�• f..'3° ENGINEER:NATALIE FORST yy (2 _ S• t J° �1 i^i- -� ••=s, ¢' Sir�+'4� �., _ { G^f I xRa+ DRAWN BY:ZACH COURNOYER .� o ;- .0 �` �f'4r- '��'�w�xy- i i ��e,:�s�. �'�J� � c+ '� r,s S� •�` } .�t^w:j' ti !`r--- ,.a .�.,a. "-SZx �.. Q '�•` 4,? .;L. G F„,�e. q { '7 C?�..I.1"l ""� .r y, rT eihSCALE: 1:20 NTS • YY 4' C -r y,ry.,.;s > V ,4: - t s p`�� i6=' ,+} n @A ,•,�'t `Lt _- x�� -:.Y ,,. TM1 `74:. f•. Y•..Qa a:.'b-f.,.,. 1„s.4ti'. s,tl._ ^'!'C .L:.'9'.Q.. 4 T'r b•���fi a'"h..T ALYi'. ., .: +'.rA �+ ,. REVISION: SHEET___,_ OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRIC r CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY CONTACT LIST PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. PORTLAND,OR HSM ENGINEERING '•'• CONTACT:NATALIE A.FORET PHONE:(503)758-7227 EMAIL:NFORET@HENKELS.COM '•�; - DRAFTER CONTACT:ZACH T.COURNOYER {,, PHONE'((605 995-1777 Know what's below. EMAIL:ZAC�.000RNOYER@VANTAGEPNT.COM AiB Group Company Call before you dig. FILE:POR TIG 027,028,029,030,032, G33,G39;AUT0CAD.DWG TABLE OF CONTENTS C1. PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SITE COUNTY: WASHINGTON TIGAD,OR 1. LOCATION MAP 26. CONSTRUCTION PLANS P 52. CONSTRUCTION PLANS PP CONST.W/O# VZl FP-100 2. TABLE OF CONTENTS 27. CONSTRUCTION PLANS Q 53. CONSTRUCTION PLANS QQ SITENAME PNW CALF10-A CRANlRING ncaRD 3. PERMIT LEGEND 28. CONSTRUCTION PLANS R 54. HH DETAIL 4. GENERAL NOTES 29. CONSTRUCTION PLANS S 55. HH DETAIL 5. MCI OUTSIDE PLANT FOCUS 30. CONSTRUCTION PLANS T 56. HH DETAIL En 6. UNDERGROUND CONSTRUCTION 31. CONSTRUCTION PLANS U 57. HH DETAIL 0 Z DETAILS 32. CONSTRUCTION PLANS V 58. H.H DETAIL W o w 7. AERIAL CONSTRUCTION DETAILS 33. CONSTRUCTION PLANS W 59. HH DETAIL to D o 8. AERIAL SLACK DETAILS 34. CONSTRUCTION PLANS X 60. HH DETAIL o 0 0 ; of 9. HANDHOLE TYPICALS 35. CONSTRUCTION PLANS Y 61. HH DETAIL N a-Fr o 62. HH DETAIL �2O> � ° 10. PROJECT SUMMARY SHEET 36. CONSTRUCTION PLANS Z 5 w v Q Z w 11. CONSTRUCTION SITE PLANS A 37. CONSTRUCTION PLANS AA 63. HH DETAIL ED Q 'm a_ LL uj 12. CONSTRUCTION SITE PLANS B 38. CONSTRUCTION PLANS BB 64. HH DETAIL N ° o 39. CONSTRUCTION PLANS CC 65. HH DETAIL � o 13. CONSTRUCTION SITE PLANS C w 14. CONSTRUCTION SITE PLANS D 40. CONSTRUCTION PLANS DD 66. HH DETAIL a 15. CONSTRUCTION SITE PLANS E 41. CONSTRUCTION PLANS EE 67. HH DETAIL 16. CONSTRUCTION SITE PLANS F 42. CONSTRUCTION PLANS FF 68. HH DETAIL 17. CONSTRUCTION SITE PLANS G 43. CONSTRUCTION PLANS GG 69. HH DETAIL 18. CONSTRUCTION SITE PLANS H 44. CONSTRUCTION PLANS HH 70. HH DETAIL DRAWNER:NACHCOURNOY DRAWN BY:ZACH COURNOYER 19. CONSTRUCTION SITE PLANS 1 45. CONSTRUCTION PLANS II 71. HH DETAIL SCALE: NTS 72. H H DETAIL REVISION: - 20. CONSTRUCTION SITE PLANS J 46. CONSTRUCTION PLANS JJ SHEET_L OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED 21. CONSTRUCTION SITE PLANS K 47. CONSTRUCTION PLANS KK BYCONTRACT,THESE DRAWINTHE SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS RVICES 22. CONSTRUCTION SITE PLANS L 48. CONSTRUCTION PLANS LL REPRODUCED. COPIED,OR USED FOR D IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN 23. CONSTRUCTION SITE PLANS M 49. CONSTRUCTION PLANS MM PERMISSION. 24. CONSTRUCTION SITE PLANS N 50. CONSTRUCTION PLANS NN 25. CONSTRUCTION SITE PLANS O 51. CONSTRUCTION PLANS 00 ®RNML9400MGrou Cam an 08,029,030,032, 033,034;AUTOCAD.DWG LEGEND mci-� LINETYPES SYMBOLS INFORMATION TABLES PRI-CALF ENTRANCE ABULL Ni RD ANDD 11441ST AVE/7 CALL F 5 AER14L FIBER-EXISTINGRISER AERIAL FIBER-ATTACH ® -EXISTING TRANSMISSION/DISTRIBUTION POLE POLE NUMBER ® /D UTILITY POLE INFORMATION TABLE COUNTY: WASHINGTON AERIAL FIBER-OVERLASH ® RISER-PROPOSED O EXISTING UTILITY 0-D (NUMBER OF ATTACHMENTS MAY VARY) CITY: TIGARD,OR T TRANSMISSION POLE IPROPOSED ATTACH 0'-0" CONST.W/O# VZl FP-1030 BORE-PROPOSED ;`til CATCH BASIN/INLET(RECTANGULAR) CATCH BASIN INLET ROUND DISTRIBUTION POLE IN: SEQUENTIAL.IN/OUT CALLOUT SITE NAME PNW CALF 10-A STRAND-EXISTING BASIN/INLET ) QQ #F OUT. CRAN/RING TIGARD STRAND-PROPOSED FIRE HYDRANT .�, -�p, GROUND/BOND CONDUIT-EXISTING WATER/GAS VALVE IN: SEQUENTIAL IN AIL CALLOUT CONDUIT-PROPOSED 0• #F /T . s INNERDUCT-EXISTING LIGHT POST QQ AERIAL STORAGE-EXISTING TAIL: INNERDUCT-PROPOSED GAS c- STREET LIGHT QO� AERUIL STORAGE-PROPOSED #F TAIL: SEQUENTIAL TAIL/OUT CALLOUT W -- - - O.. OUT.. U WATER TRAFFIC LIGHT ARM Z TELEPHONE O VAULT/BUILDING STORAGE-EXISTING > Q -- - - --- -F„ ---- FIBER OPTIC --- -- c------_---____-�--_-.___---- ELECTRIC TREE p®' VAULT/BUILDING STORAGE-PROPOSED w b � — — — -— -- SANITARY SEWER(SEW) ----- ..... L. -_._ __..., STORM DRAIN - - CULVERT POLE ANCHOR/DOWN GUY-EXISTING HATCH PATTERNS Z Z I- - --- :,..----------------- —---- — _ 0 c SSSS.... U STEAM ----- WING WALL —< POLE ANCHOR/DOWN GUY-PROPOSED Fn a d' O d ----'u ----en.---- OIL -._...__. D[)�LLJ U O UNKNOWN UTILITY BRIDGE -�C DOWN GUY TO EXISTING ANCHOR-PROPOSED 0> i-— cY FENCE ►� SPLICE POINT-EXISTING V U)U Q Q m T y CONCRETE SIDEWALK GRAVEL Z m _ - - - RIGHT Of WAY P4 SPLICE POINT-PROPOSED d. LL EDGE OF PAVEMENTADA RAMP F r r r r 0 Lu Lll FDP TERMINATION-EXISTING F r r r r r ~� 0 _3 F15 ® UTILITY POLE-EXISTING FDP TERMINATION-PROPOSED co ~ ~ GRASS/VEGETATION WATER W ABBREVIATIONS UTILITY POLE-PROPOSED P6 RAIBOX-EXISTING U O Qs TRAFFIC SIGNAL PEDESTAL ASW ASPHALT SIDEWALK JB JUNCTION BOX -_._-- pB PULLBOX-PROPOSED © TRAFFIC SIGNAL POLE Q BIP BLACK IRON PIPE MH MANHOLE TRAFFIC RATED VAULT-EXISTING © CATV MANHOLE BSP BLACK STEEL PIPE MP MILE POST ---_ (SIZE AND UTILITY TYPE MAY VARY) O CONSTRUCTION NOTE/RESTORATION CA LOUT CSW CONCRETE SIDEWALK O/S OFFSET © CAN HANDHOLE CTL CENTURY LINK P/S PLANTER STRIP TRAFFIC RATED VAULT-PROPOSED PHOTO-MARKER © CAN PEDESTAL D/W DRIVEWAY PR POWER RISER (SIZE MAY VARY) T TELECOM MANHOLE ® ENGINEER:NnrnuE FORET ELECT. ELECTRIC PVC POLY VINYL CHLORIDE HANDHOLE-EXISTING0 TELECOM HANDHOLE DRAWN BY:ZACH COURNOYER EDP EDGE OF PAVEMENT RGS RIGID GALVANIZED STEEL CONDUIT „--. (SIZE AND UTILITY TYPE MAY VARY) NORTH ARROW SCALE: NTS EOTW EDGE OF TRAVEL WAY ROW RIGHT OF WAY H H HANDHOLE-PROPOSED TELECOM CABINET REVISION: - (SIZE MAY VARY) FOC FACE OF CURB SEW SANITARY SEWER TE�LyE�CpOM PEDESTAL SHEET 3 of 7z _ I21�1 MID SPAN SEWER MANHOLE BY CONTRACT,MA BESE DRAW OTHERWSGSRND OVIIDED F/0 FIBER OPTIC SD STORM DRAIN (�AND�� �MAY VARY) SS SPEC FI CATIONSYOFM SHALL REMAIN EM INTIOE ��1/ VARY) P POWER HANDHOLE �� SNS ERVICES INC.BOTH BEING ISSUED IN HDPE HIGH DENSITY POLYETHYLENE STA STEAM yy� p�r��(� p�ry�rn ❑ Q SEWER CLEANOUT HH HANDHOLE STM STEAM h h PEDESTAL —PROPOSED STRICT CONFIDENCE AND SHALL NOT BE (SIZE MAY VARY) © POWER MANHOLE ® STORM DRAIN INLET REPRODUCED,COPIED,OR USED FOR AN PURPOSE WITHOUT SPECIFIC WRITTEN TEL TELECOM ® POWER CABINEF SD PERMISSION. LLL Vln WET UTILITY MANHOLE-EXISTING STORM MANHOLE (SIZE AND UTILITY TYPE MAY VARY) EE POWER VAULT ® WATER VALVE ® BORE PR-PROPOSED O STREET LIGHT HANDHOLE Ow WATER METER (SIZE MAY VARY) SQ STREET LIGHT POLE ®w WATER MANHOLE UTILITY POTHOLE ® TRAFFIC SIGNAL HANDHOLE O MANHOLE T S TRAFFIC SIGNAL VAULT A Group Company IsAI°o011 o FIRE HYDRANT HH BORE HANDHOLE-PROPOSED ® TRAFFIC SIGNAL MANHOLE c GAS METER POR TIG 027,028,029,030,032, (SIZE MAY VARY) O FILE:POR TIG 027,Cnn.Dwc Ts TRAFFIC CABINET GAS VALVE `"ENEI AL NOTES -� GENERAL NOTES MICS PRI-CALF SITE ENTRANCE TO BULL THE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE.HENKELS AND McCOY,INC.HEREBY DISCLAIMS ANY RESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION, PERSONS WORKING IN THE MINT RD AND 141ST AVE/7 CALF SI AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO ASCERTAIN THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION. COUNTY: WASHINGTON 1. ALL MATERIALS,WORKMANSHIP,AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTION REGULATIONS AND APPLICABLE CITY: TIGARD,OR STATE AND FEDERAL REGULATIONS.WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS,OR ANY APPLICABLE STANDARDS,THE HIGHER QUALITY STANDARD SHALL APPLY.ALL WORK WITHIN PUBLIC R.O.W.OR EASEMENTS CONST.W/O# VZ1 FP-1030 MAY REQUIRE INSPECTED AND APPROVED BY THE LOCAL JURISDICTION INSPECTOR.INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER. SITE NAME NW CALF 10-A 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES,AS SHOWN ON THESE PLANS,IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS CRAN/RING TIGARD TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE,THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES.THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS,ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES.THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. (n W 4.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION,TO ASSURE THAT THE WORK U Z IS ACCOMPLISHED IN A TIMELY FASHION,AND WITH A MINIMUM DISRUPTION OF SERVICE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE > O w W 5. THE CONTRACTOR SHALL HAVE ONE(1)SIGNED COPY OF THE APPROVED PLANS,ONE(1)COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS,AND ONE(1)COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB W U ~ ON-SITE AT ALL TIMES D D Z O 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING,BUT NOT LIMITED TO:EXCAVATION,TRENCHING,SHORING,TRAFFIC CONTROL,AND SECURITY. O Q N Z U 7. IF,DURING THE CONSTRUCTION PROCESS,CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR,HIS SUBCONTRACTORS,OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR EE O SPECIFICATIONS,THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. O> 0 8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,UNLESS SPECIFICALLY STATED OTHERWISE. Z U Q Q m m d LL 9. FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE LOCAL JURISDICTION,THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D.FOR APPROVAL.PRIOR TO ANY CONSTRUCTIONLLI � W ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS.PRIOR TO INSTALLATION A PRE-CONSTRUCTION f- Q J CONFERENCE SHALL BE HELD WITH LOCAL JURISDICTION. U) f UJ F- 10.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED,INSTALLED,CONSTRUCTED, w =O REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. (.) 11.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING Q RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTION INSPECTOR AT ALL TIMES. 12.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING.FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS. 13.ALL EROSION AND SEDIMENT CONTROL(E.S.C.)MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY.ALL E.S.C.MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. ENGINEER:NATALIE FOREr 14.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCAL JURISDICTION ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. DRAWN BY:ZACH COURNOYER SCALE: NTS 15.ALL CONSTRUCTION OPERATIONS,INCLUDING THE WARMING UP,REPAIR,ARRIVAL,DEPARTURE OR RUNNING OF TRUCKS,EARTH MOVING EQUIPMENT,CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE REVISION: LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION. SHEET__,__ OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN TI(E PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. A FC:; D6'J Group Company FILE:POR Tri 0z7,028,0z9.030,o3z, 033,034:Auroow.0WG MCI OUTSIDE PLAIT FOCUS ®� (co- PRI-CALF SITE ENTRANCE TO BULL NF RD AND 141St VE17 CALF S FIBER OPTIC CABLE UNCOVERING SYSTEM MCI OUTSIDE PLANT CONSTRUCTION GENERAL REQUIREMENTS COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZl FP-1030 SITE NAME PNW_CALF 10-A 1. THE TITLE OF THIS PROGRAM,F.O.C.U.S.,AN ACRONYM FOR"FIBER OPTIC CABLE UNCOVERING SYSTEM;'WAS SELECTED • ALL FEDERAL,STATE AND LOCAL SAFETY REGULATIONS MUST BE FOLLOWED WITHOUT EXCEPTION. CRAN/RING TIGARD TO REMIND EVERYONE INVOLVED WITH WORKING NEAR MCI'S ACTIVE FIBER OPTIC SYSTEMS TO FOCUS ON PROTECTING THE FACILITIES.IF,DURING THE COURSE OF THE PROJECT,YOU NOTICE ANY ACTIVITY WHICH MAY JEOPARDIZE THE • PERSONAL PROTECTIVE EQUIPMENT APPROPRIATE FOR THE SPECIFIC WORK SITE SHALL BE USED AT ALL TIMES. MCI OSP FACILITIES,IT IS YOUR DUTY TO STOP THE WORK AND RE-F.O.C.U.S. ATA MINIMUM,HARD HAT,SAFETY SHOES/STEEL-TOED BOOTS,AND FLORESCENT ORANGE OR GREEN WORK VEST ARE REQUIRED UPON ENTERING ANY MCI WORK SITE, 2, F.O.C.U.S.RULES MUST BE FOLLOWED ON ALL MCI PROJECTS INVOLVING WORK ON OR NEAR MCI OSP FACILITIES. SAFETY IS MCI's NUMBER ONE PRIORITY;EVERYONE MUST REFRAIN FROM UNSAFE AND IMPROPER PRACTICES. • USE OF INTOXICANTS,DRUGS,INHALANTS OR ANY OTHER SUBSTANCES THAT MAY IMPAIR ALERTNESS ARE STRICTLY PROHIBITED. 3, REVIEW OF F.O.C.U.S.IS MANDATORY AT EVERY PRE-BID,PRE-CONSRUCTION SITE MEETING AND DAILY TAILGATE W MEETING.F.O.C.U.S.DISCUSSION MUST INCLUDE SITE-SPECIFIC HISTORY,UNIQUE PROBLEMS,FACILITY • CONTRACTORS ARE NOT ALLOWED TO CUT ANY CABLE,CABLES SCHEDULED FOR REMOVAL WILL BE CUT BY MCI U CONFIGURATIONS THAT MAY BE ENCOUNTERED,AND PAST ERRORS."THOSE WHO DO NOT LEARN FROM HISTORY ARE OPERATIONS PERSONNEL,AND ONLY AFTER VERIFICATION THAT ALL TRAFFIC HAS BEEN OFF-LOADED, Z DOOMED TO REPEAT IT."DO NOT LET THIS HAPPEN TO YOU. > O • EXTREME CAUTION MUST BE USED AT ALL TIMES WHEN WORKING ON OR NEAR ACTIVE CABLES.AN MCI EMPLOYEE of F- 4. 4. ANY WORK NEAR OR REQUIRING HANDLING OF MCI OUTSIDE PLANT FACILITIES CAN ONLY BE PERFORMED WITH AN MCI OR CONTRACT REPRESENTATIVE MUST APPROVE AND BE PRESENT PRIOR TO AND DURING ALL CABLE HANDLING w U EMPLOYEE OR CONTRACT REPRESENTATIVE PRESENT-THIS MEANS OUT OF HIS OR HER VEHICLE AND DIRECTLY ACTIVITIES. MONITORING THE SYSTEM.THE REPRESENTATIVE MUST HAVE A PROPERLY OPERATING CABLE LOCATOR CHECKED FOR O ACCURACY EVERY DAY PRIOR TO COMMENCEMENT OF WORK(COMPARISON OF LINE AND DEPTH READINGS TO ACTUALZ LINE AND DEPTH OF THE CABLE). • TOOLS AND EQUIPMENT SPECIFICALLY DESIGNED FOR THE JOB AT HAND ARE REQUIRED.USE THE PROPER TOOL Z FOR THE JOB. O O U) U 5. LOCATE AND POTHOLE REQUIREMENTS: O 0N Z (L � • CONDUIT WORK INVOLVING ACTIVE CABLES REQUIRES SPECIALIZED TOOLS SPECIFICALLY DESIGNED TO ACCESS 2 O • PRIOR TO ANY EXCAVATION,THE MCI EMPLOYEE OR CONTRACT REPRESENTATIVE MUST VERIFY THE INITIAL DUCTS WITH ACTIVE CABLES. Q�W U O LOCATE MARKS COMPLETED BY MCI OPERATIONS.DO NOT TRUST LOCATE RESULTS COMPLETED BY OTHERS! PROTECTING MCI FACILITIES IS EXTREMELY IMPORTANT;HOWEVER,SAFETY REGARDING YOURSELF AND OTHERS IS O> Z � THE MCI OR CONTRACT REPRESENTATIVE MUST LOCATE THE CABLE RUNNING LINE BY MAKING AT LEAST THE MOST IMPORTANT PART S ANY PROJECTV u)U Q Q L.11 ONE PASS IN EACH DIRECTION,LOCATE RESULTS MUST THEN BE COMPARED WITH PREVIOUS MARKS AND . Z J m THEAS-BUILTS. Q EL LLm • IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 3 FEET OF THE CABLE,THE CABLE Q W .J _ ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED BY MARKER FLAGS PLACED _ EVERY 10 FT.THE EXCAVATION CONTRACTOR MUST POTHOLE(ALL POTHOLES MUST BE COMPLETED BY HAND (n (n t DIGGING OR VACUUM EXCAVATION)A MINIMUM OF EVERY 15 FT.,THEN EXPOSE THE ENTIRE LENGTH OF THE (-- CABLE BY HAND DIGGING OR VACUUM EXCAVATION. W • IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WTHIN 5 FEET(BUT NOT CLOSER THAN 3 FEET) U O OF THE CABLE,THE CABLE ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED - QU BY MARKER FLAGS PLACED EVERY 10 FT.THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE A MINUMUM OF EVERY 15 FT. • IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING VMTHIN 15 FEET(BUT NOT CLOSER THAN 5 FEET) OF THE CABLE,THE CABLE ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED BY MARKER FLAGS PLACED EVERY 10 FT.THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE A MINIMUM OF EVERY 30 FT. • THE CABLE WILL ALSO BE POTHOLED AT ANY CHANGE IN THE RUNNING LINE OF MORE THAN 1 FT.IN ANY ENGINEER:NATALIE FORET DIRECTION,ANYTIME THE ACCURACY OF THE ELECTRONIC LOCATE IS QUESTIONED,OR THE MARKED RUNNING DRAWN BY:ZACH COURNOYER LINE DOES NOT MATCH THE AS-BUILTS. SCALE: NTS 6. EXPOSING REQUIREMENTS: REVISION: - • NO MECHANICAL EXCAVATION WTHIN 3 FT.OF OSP FACILITIES WILL BE ALLOWED UNLESS THE FACILITIES SHEET OF 72 HAVE FIRST BEEN PROPERLY LOCATED,POTHOLED,POSITIVELY IDENTIFIED,CONTINUOUSLY EXPOSED BY HAND EXCEPT AS MAY BE OTHERWISE PROVIDED DIGGING OR VACUUM EXCAVATION,AND THE FACILITES ARE CLEARLY VISIBLE. BYCCNTRACT.THESE DRAWNGSAND - SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS • IN ADDITION,MECHANICAL EXCAVATION WTHIN 3 FT.OF OSP FACILITIES REQUIRES ON-SITE PRIOR APPROVAL SERVICES INC.BOTH BEING ISSUED IN FROM MCI'S EMPLOYEE OR CONTRACT REPRESENTATIVE. STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN 7. PLEASE REFER TO THE LATEST EDITION OF THE MCI OSP HANDBOOK FOR ADDITIONAL DETAILS,KNOW IT AND PERMISSION, FOLLOW IT. Xi A F_=ZK3GC;=Group Company FILE:IORT IG_027,028,02e,030,032, 033,034;AUTOCAO.DWG I_ UNDERGROUND CONSTRUCTION DETAILS INT T RD A SITE ENTRANCE AL BULL NRD AND 141ST AVE/7 CALF S COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZIFP-1030 SITE NAME NW CALF 10-A CRAN/RING TIGARD TYPICAL DETAIL"A" TYPICAL DETAIL"B" TRENCH PLACEMENT SIDEWALK CROSS SECTION CONDUIT(S),HDPE(S)OR DIRECT BURIED CABLE. (n W 12"MIN. EXISTING GRADE 4"MIN. U O /� W 12"MIN.BELOW GRAVEVSAND SUB BASE �Wr^ U FINISHED GRADE BURIED CABLE 6„ ._ FOR LEVELING GRADE v! MARKER TAPE Z Z 0 42"MIN BURIED CABLE C• MARKER TAPE U COVER. 6"MIN. COMPACT 42"MIN BACKFILL O N Z COVER. IN 6"LAYERS �j� Q INNERDUCT(S) _ --- (n�LL U AND/OR HDPE(S) -- MIN. O AS SPECIFIED CUC U)U Q Q W CONDUIT,AS SPECIFIED 3"MIN. CLEAN BACKFILL G Z m J m FIBER CABLE CONDUIT AS SPECIFIED 4 12"MIN. w � J NOTE: w BACKFILL MUST BE MADE WITH ROCK FREE MATERIAL U O U Q TYPICAL DETAIL"C" TYPICAL DETAIL I'D" CORE BORE PLACE HDPE ENGINEER:NATALIE FORET NOTE: EPDXY GROUT IS USED AT BOTH ENDS OF DRAWN BY:ZACH COURNOYER CORE BORE TO SEAL SLEEVE AND PIPE. SCALE: NTS l-VEAN GRADE REVISION: ;a SHEET OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN CONCRETE MANHOLE,WALL,ETC.. STRICT CONFIDENCE AND SHALL NOT BF REPRODUCED,COPIED,OR USED FOR ANY 6"DIA CORE BORE PURPOSE WITHOUT SPECIFICWRITTEN PERMISSIONCOVER 5"ID GSPIGRC SLEEVE EPDXIED INTO CORE BOREAS SPECIFIED T AND/OR F HDPE'S,AS SPECIFIED& FIBER OPTIC CABLE A/NVt Grou Com an FILE:POR_T(G_027,02B4O].7,030,037., 033,034;AUTOCAD.DWG RAC I_ GENERAL AERIAL CONSTRUCTION DETAILS PRI-CALF SITE ENTRANCE TD BULL TYPICAL DETAIL"A" TYPICAL DETAIL"C" NT RD AND 141ST AVE/7 CALF S POLE ARRANGEMENT FOR TYPICAL DETAIL"B" TYPICAL CABLE&HARDWARE COUNTY: WASHINGTON AERIAL TO BURIED INSTALLATION CITY: TIGARD,OR POLE ARRANGEMENT FOR REPEATER CONST.W/O# VZlFP-1030 2 OR HANDHOLE LOCATION 12' 12 I SITE NAME PNW CALF 10-A X % 0 10" cUY CRAN/RING TIGARD CABLE LASHING 2' 2" 24" WIRE CLAMP -- GROUND VARE CLAMP CABLE LASHING W RE CLAMP STAINLESS STEEL LASHER X X% (X=MIN.OF 20 TIMES 2'GALV.STEEL POLE TOP VIEW CABLE SUPPORT AND SPACER CER 24"THE CABLE DIA.) Li STAINLESS STEEL LASHER CABLE U-GUARD CABLE CLAMP SUPPORT AND 0.50"SPACER CAUTION TAG FIBER GROUND LEVEL CAUTION TAG FIBER OPTIC CABLE BLACK OPTIC CABLE BLACK f POLE TOP VIEW IN COLOR N IN COLOR CABLE POLE + 116 INSULATED COPPER WIRE AND NOTES: U-GUARD 6"MIN. I 10'x0.75"COPPER CLAD GROUND POLE W GROUND LEVEL ROD GROUND LEVEL 1.EXTEND U-GUARD MIN.6" Z CONDUIT BELOW GROUND LEVEL �C.ND. IT ON QUARTER ON > O 2.FOR CONDUIT PLACE U-GUARD BELOW SURFACE POLE NEAREST REPEATER OR umm mono W END(36" TO CONDUIT ADAPTER. 42"MINA" SPLICE HANDHU OLE MILE GROUND EVERY 0.25 h W PVC B RADIUS) AT STRAND SHEATHTO r^ BOND LOCATION O TYPICAL DETAIL"D" Z Z O O c v SUSPENSION STRAND-PULL TOWARD CONDUIT TO HH OR TYPICAL DETAIL"F" o(n(L Nr�/ z POLE-LESS THAN 5 FEET REPEATER LL L.L O CL TYPICAL ARRANGEMENT OF c�Ill U O CURVEDWASHER CABLE LASHER AND CABLE GUIDE O CABLE SUSPENSION TYPICAL DETAIL"E" U(no Q Z w BOLT SUSPENSION STRAND-PULL AWAY APPROX.4' Z m Q m Q d LL 2GUY HOOK FROM POLE-5 FEET OR MORE CABLE GUIDE CABLE LASHER W W 8" SPACER NUT � L Q J GUY f-"jn POLE TOP 16"PREFEERASLY U'^) F t BUT NO LESS V J THAN 10" TO CABLE REE CABLE (� CABLE SUSPENSION BOLT--, GUY CABLE SUSPENSION U 625"BOLT CURVED WASHER SNAP Q 2 GUY HOOK PULLING LINE CABLE SUSPENSION SPACER NUT CLPMP 0.6125'x2"ROUND GUY WASHER CORNER SUSPENSION TYPICAL DETAIL"G" CLAMP TYPICAL DETAIL"I" ENGINEER:NATALTE FOREr JOINING 045 LASHING WIRE ANCHOR&DOWN GUY DRAWN BY:2ACH COURNOYER 'I SCALE: NTS TYPICAL DETAIL"H" LEX. UY REVISION: - - LASHING WIRE GRIP AND CLAMP CABLE SHEET� OF 72 E%CEPT AS MAY BE OTHERWISE PROVIDED BV CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE C LASHING WIRE PROPERTY OF MCI COMMUNICATIONS FORMING WIRE OVER FORMING LASHING WIRE GRIP SERVICES INC BOTH BEING ISSUED IN ST ICT CONFIDENCE AND SHALL NOT BE STUD OF CLAMP AROUND STRAND IST LASHING WIRE REPRODUCED,COPIED,OR USED FOR AW SHOULDER 2ND LASHING WIRE PURPOSE WITHOUT SPECIFIC WRITTEN 10• PERMISSION. 7 REMOVE ANY SLACK IN THE LASHING WIRE BY FORM THE LASHING WIRE AROUND THE CLAMPING NUT TERMINATING NUT MAINTAINING A PULL ON THE WIRE AND STRAND AND PLACE IT BELOW THE TAPPING THE STRAND SHARPLY.THEN FORM STUD AND BETWEEN THE SECOND THE WIRE OVER THE STUD AND TIGHTEN THE WASHER AND STUD SHOULDER. NUT.CUT THE FREE END OF THE LASHING WIRE THREADED STUD 1STWASHER OFF 0.75"BEYOND THE END OF THE CLAMP. NOTE END EACH WITH LASHING WIRE SHOULD GROOVED PLATES 2ND WASHER 10"SCREWANCHOR FOLLOW LAY OF STRAND WIRES UNDER GRIP. A/1186LIIIII Gr up Company FILE:'OR_TIG027,028,029,030,032, 033,034;AUTOCAD.DWG -7 MCI. PRI-CALFSITE ENTRANCE TO BULL AERIAL IN-LINE SLACK STORAGE DETAILS NT RD AND 141ST AVE/7 CALFS COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZIFP-1030 TYPICAL DETAIL"A" TYPICAL DETAIL"B" TYPICAL DETAIL"C" TYPICAL DETAIL"D" SITE NAME PNW CALF 10-A RESERVE CABLE LENGTH IN-LINE SPLICE APPLICATION BUTT SPLICE APPLICATION LASHING WIRE GRIP AND CLAMP C-LASHING CRAN/RING TIGARD STRAND STORAGE APPLICATION WIRE GRIP INSTALLED ON STRAND C-LASHING WIRE GRIP W OYST AHc��J�T 9a<F 0 W W U � NOTE N Z Q LASHING WIRE SHOULD z Z FOLLOW LAY OF STRAND O WIRES UNDER GRIP. U 00 INU) v mIn a-R O U)�XU 20) 0� Uv)UQ Q w J m LL TYPICAL DETAIL"E" TYPICAL DETAIL"F" H 0 HARDWARE KIT SINGLE&DOUBLE FIBER LOOPS EO LZ V) j 0.25"#20 STAINLESS STANDARD TAP U O STEEL LOCK NUT U SUPPORT BRACKET 0.687"DIAMETER Q NYLON WASHER 0.563"x0.375" SHOULDER WASHER FIBERLOOP UNIT ENGINEER:NAraLIE FORET DRAWN BY:ZACH COURNOYER SCALE: NTS REVISION: - SHEET OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SFIALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. (®gam A Group Compan FILE:POR TIG 027,028,029,030,032, 033,034;AUTOCAD.DWG 36" X 60" X 36" 30K STANDARD HANDHOLE DETAILS MCA- PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SI COUNTY' WASHINGTON CITY: TIGARD,OR CONST.W/O# VZI FP-1030 SITE NAME PNW CALF 10-A DETAIL"A" CRANIRING TIGARD EXPLODED ISOMETRIC DETAIL DETAIL"B" DETAIL"C" LOCKING DEVICE FLUSH MOUNT FLUSHMOUNr CROSS SECTION COVER DETAIL POLYMER CONCRETE COVER VJ'^ LIBBER COVER W NON-SKI B U SURFACE RMORCAST 0 LOGO(2X) ; LLJ EMS MARKER(1X O W U ^ o o - f A Z Z LIFT PIN(2Xv-"'.'4rd"�`- O - LOTTED DRAIN /2"S.S.BOLTDONM IIE '00 0� O SUMP 0 o UcnUQ Z w LOCK DO Z co m (2X) W CL LL UNISTRUT LL ui �J,J SUPPORTBEAM B r J (2X) W O U U 62 3/4" 39 1/2" Q 59 3f4" r 1 3/4" 31/2"1 �34 114' 57 1/2" 1 T ` ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER 41/2"KNOCKOUT "KNOCKOUTS SCALE: NTS 2 EACH END(4X) 1 EACH END(2X) REVISION: - �, SHEET OF 72 IMEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND I SPECIFICATIONS SHALL REMAIN THE .:..a -. :: U..- .. -, ...:.... :...... PROPERTY OF MCI COMMUNICATIONS RVICES ING BOTH IFTING BOLT Q 1/2" 10" STBEING N ICT CONFIDENCE AND SHALL NOT BE EAC H SIDE 18 2 112"KNOCKOUT 29„ REPRODUCED,COPIED,OR USED FOR ANY WITHOUT THOUT SPECIFIC WRITTEN 59„ 1 EACH END(2X) PERMISSION. PEN BASE SECTION A-A SECTION B-B SLOTTED DRAT (0) OLYMER CONCRETE DETACHABLE BASE NOTE: SEALED PLASTIC BAG PLACED INSIDE VAULT TO CONTAIN: - ITEM QTY MATERIAL AF"�CPCIWGroup Company 1 (1) JOHNNY LOCK KEY 2 (2) S.S.JOHNNY BOLT W/FLAT WASHER 3 SHRINK WRAP COVERS TO FRAME FOR PACKAGING FILE:11R TIG-o27,028,02e,010,032, 0",079;AIIT0CAD.DWG PROJECT SUMMARY SHEET MCt PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SITE PROJECT CLARIFICATION SUMMARY COUNTY: WASHINGTON CITY: TIGARD,OR DESCRIPTION QUANTITY UNIT CONST.W/O# VZlFP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD BORE ® 42" L. FT 11,924 (1) 2" HDPE L. FT 11,921 (2) 2" HDPE L. FT 65 TRENCH ® 42" L. FT 62 W U Z BFO 432 L. FT 8,376 W O Lu BFO 72 L. FT 2,623Z Zo 0 Z U BFO 48 L. FT 1,000to a R O SLACK LOOP 432 CT L. FT 792 � U O>� Q� SLACK LOOP 72 CT L. FT 264 Z U Q � m m 0 SLACK LOOP 48 CT L. FT 792 p 36"x60"x36" HANDHOLE EACH 19 W ~ U O EXCAVATE(1) 4'x4' BORE PIT EACH 24 () Q 4" RISER L. FT 189 ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: NTS REVISION: - SHEET Ip OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWNGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. A IadOOV Group Com an FILE:PDR IG'27,028,029,030,mz, 033,034;AUTOCAD.DWG NORTH 1 2 3 4 5 6 7 $ PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141St AVE/7 CALF SITES 291' 291' 111' 180' 66' 66' 1 1 BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER PULL(N)48CT FIBER SLACK LOOP LACK LOOPLACE COUNTY: WASHINGTON THROUGH(N)CONDUIT THROUGH(N)CONDUIT 1-432CT 1-48CT 36"x60"x36"HH BORE PIT CITY: TIGARD,OR Wl TRACER WIRE W/TRACER WIRE FIBER CABLE FIBER CABLE CONST.W/O# VZi FP-1030 MATCH TO POR-TIG-035 SITE NAME PNW CALF 10-A CRANIRING TIGARD W UQ Ow FIB:BUR::119000163 _-- G P p �' > w ° U U �- Lu 3: o , r--RIW ` ¢ Z z O IN LANDSCAPE �' 2 ®�slWo! ~ � BEHIND SIDEWALK 51 1 GRE 10 O a ^� 0 O N z U RIW" 180�B IeK P �_ o FIB:BUR::119000166 _ �"4- P _2 O j O 11400 f� I 19 7 8 slW — ewe> ct U�U Q Q w SW LAUREL GLENN CT/ SIDEWALK Oj��oP m / — w w / 0 66' 66' Fo �' SOP GL — J N N RIW 3 �1' 34' 21' -- w o LU _ 1 ,®i0% ss I 3 -, T AIN RG EOP Q cn CI-SAN BULL�GU� f�RIW EOP cL ENGINEER:NATALIE FOREt r Op R��1`� DRAWN BY:ZACH COURNOYER G SCALE: 1:20 ___-- --- OPRIW�' REVISION: E SHEET 11 OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAM NGS AND 'RIW J SPECIFICATIONS SHALL REMAIN THE EOp PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. lr �f ?,INN / �. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p , f OBSERVATIONS BUT ARE NOT NECESSARILY IQ- EXACT. IT IS THE CONTRACTORS AF-MDGESIM GroupCompany RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR IO 027.028,029,030,032, PLAN VIEW A 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;ABTOCAD DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH t PRI-CALF SITE ENTRANCE TO BULL 290' 290' 290' NT RD AND 141ST AVE/7 CALF SI BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER COUNTY: WASHINGTON THROUGH(N)CONDUIT CITY: TIGARD,OR W/TRACER WIRE CONST.WlO# VZtFP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD I LU z w 11460 SW LAUREL GLENN CT RIW'_- _ > o Ir Lu SL o w ~ U o �_ IW ,�. = z R 3 o p EOP ¢ 00U) U FIB:BUR::119000166 l 5s d O ---"RIW 1 z0® ®p" a pop �_Ln W w " o SL 29018®�;iL ' v(o Q Q Lu W- a �Z J�RI p Epp G�_ Q m a_ LL _ - - Lu w Epp _ _ ___ W ~ cl)IW ®r E�S1 Ili• '_ G� Epp U pp U Ui -MGV�TAgN RD _ - 20' GSW BULL � RIW- o Epp _ __ Epp QSS _ RIW ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: 1:20 GL__- REVISION: - Epp nn+ !Y SHEET OF 72 R EXCFPT AS MAY BE OTHERWSE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPE CIFICATIONSSRALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN Epp RIW STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AI AWGrou Com an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TIG_027,028,029,030,032, PLANVIEW B 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3NT RD AND 141STT AVE CE TO LL //7 CALF S 288 288 288 ECRAN/RING WASHINGTON BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER THROUGH(N)CONDUIT TIGARD,OR W/TRACER WIRE VZlFP-1030 PNW CALF 10-A TIGARD SW BULL MOUNTAIN RD w ST JAMES EPISCOPAL CHURCH U z > O Lu w LU 1—RawU N z — FIB:BUR::119000166 �J1� ~®' T- Lo X W OU O ---'"Rf\N Eop < UtoOQ Q w Q m J m a_ ILL E p0 Lu 288,BORES o a- �- 3 w —RIW EOp C� -` U O sa®� w epee®� EOP 20, Q _ 0 EOP P _ C� 1-- - EO --- NT ASN RD ULL MpU EOp Rnni-- ENGINEER:NATALIEFORET - SN1 DRAWN BY:ZACH COURNOYER - - - - - CL SCALE: 1:20 RIW---- _.r— EOP Imo_-� REVISION: - `-�~ SHEET OF 72 EXCEPT AS MAY BE OTHERw1 SE PROVIDED BY CONTRACT,THESE DRAW NGS D SPECIFICATIONS NS SHALLL REMAIN THE EOP PROPERTYMCI COMMUNICATIONS SERVICES INC.C BOTH BEING ISSUED IN ST ICT CONFIDENCE AND SHALL NOT BE EOP > REPRODUCED,COPIED.OR USED FOR ANY �r� PURPOSE W THOUT SPECIFIC WRITTEN PERMISSION. f UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY AF��DaC7WGrou Company EXACT. IT IS THE CONTRACTORS L� RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:101 TIG_027,02B4O29,030,032, PLAN VIEW C 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH t PRI-CALF SITE ENTRANCE TO BULL 1 2 3 4 5 6 NT RD AND 141ST AVE/7 CALF SI 286' 286' 286' 66' 1 1 COUNTY: WASHINGTON BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER LACK LOO PLACE(N) 4'x4' THROUGH(N)CONDUIT 1-432CT 36"x60"x36"HH BORE PIT CITY: TIGARD,OR W/TRACER WIRE FIBER CABLE CONST.W/O# VZ7 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD I � J m � w U Z a Q t o W Lu W U Q 14590 SW BULL MOUNTAIN RD c/) D o < Z Z /f U 00 ON Z U (n O _ � �_.----Rf W-�''�— w ��—O W O FIB:BUR::119000166 / U) o, ���—~ 0 U U Q Q w 3 e o z J m 66' ® CJ e o — m LL g� R/W D O� ® !202' BORE EOP C) 'a o w RIW _av l\� a cn F= _-- - Uj EOP --- 84, BO® j O�Q� w LU s�pa���EoP U O 5 6 26' a BEHIND SIDEWA30' SW BULL MOUNTAIN RD --- Q EOP N DIRT AREA ---. --C� --—--- o CL- I ~ ------CL- --..- I Q --- - ENGINEER:NATALIE FORET EOP DRAWN BY:ZACH COURNOYER EOP SCALE: 1:20 RAW-- _.- REVISION: - EOP a ESP RjW ----.--_" SHEET OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND EOP �J 2" ---R�� PRIONS SHALL REMAIN THE OPIERTYTOF MCI COMMUNICATIONS U f SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE P REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN p,/\NJ r� PERMISSION. I UNDERGROUND UTILITIES HAVE BEEN PLOTTED �\ FROM AVAILABLE RECORDS AND FIELD o OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AGroup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TtG_027,028,029,030.032, PLANVIEW D 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTDCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH co- PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SITEE 3 286' 286' 286' BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER COUNTY: WASHINGTON THROUGH(N)CONDUIT CITY: TIGARD,OR W/TRACER WIRE CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD w U Z / 11750 SW BULL MOUNTAIN RD Lu FRBURA 19000166 --�— PIAN F- w U F- % -----RlW- w N O _ z Z Z / R!W (J) 00 0 C� RIW— 3 ®eon-��" �e n���� _ RAN -- 286' BORE 10 O EOP T w o �� 20> 0� R1W _�_e --®� EOP UNUQ Q w CID �Z J m LU „®� �p�pe�e EOP m m iLi LU _ — O w C/) _e�ee�_a -- -- 0 o EOP — ~ 24 - cnw - -- - U __ SW BULL MOUNT RD EOP E ---- - RI n ENGINEER:NnTaLiE FOREr RIW DRAWN BY:ZACH COURNOYER W-- SCALE: 1:20 EOP EOP RI REVISION: - Q SHEET OF 72 RlW EXCEPT AS MAY BE OTHERWISE PROVIDED I..L BY CONTRACT,THESE DRAWINGS AND PROPERTY OFSPECIFICATIONS SHALL REMAIN THE PROPERTY OF MGI COMMUNICATIONS W / STRICT C IN I BOTH BEINAND SHALL SSUED INT \ STRICT UCED,COPED,ORUSENOT BEA ' REPRODUCED,COPIED,OR USED FOR ANY I PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. U Q a Lu UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD 0 .n OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A QRW Group Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION,COMPLETE REPAIR FILE:PD'_TIG027,020,029,030,032, PLAN VIEW E 8130-414-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTDCAD.DWG 48 HOU RS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH t PRI-CALF SITE ENTRANCE TO BULL 1 2 3 NT RD AND 141ST AVE/7 CALF S 286' 286' 286' BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER COUNTY: WASHINGTON THROUGH(N)CONDUIT CITY: TIGARD,OR W/TRACER WIRE CONST.W/O# VZi FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD SW BULL MOUNTAIN RD cn 11885 0 z > o lo� w w U zz -- 0 0 0 z v w codEE O a LU 3' R/W _ —__ o UU)0< z w FIB:BUR::119000166 r—RIW �o_ — _- -e _ z m m EOP v m a L� RAN 0 22 x0286' BORE _�,�-- - —>- EOp o w w 0 J RAN _ _> EOP cn �- F _®_ OP (nw _� — w O U) a<��-'�� EOP U 21 --CL----- v = CL - CL - CL ---. -----------------.--- SW BULL MOUNTAIN RD _ EOP ENGINEER:NArALIEFORET EOP DRAWN BY:ZACH COURNOYER EOP SCALE: 1:20 EOP R/W RA REVISION: - EOP — RAN SHEET B� OF 72 By AS MAY BE OT DRAWINGS PROVIDED --�-'R/W BY CONTRACT,THESE L REMA IN T AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS �7 BEINGERVICES INC BOTH STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED.COPIED,OR USED FOR ANY I PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD \ OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AGroupCompan \� RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR Tic 022,028,029,030,032, PLANVIEW F -800.424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH ma. 1 2 3 4 5 6 7 S 9 PRI-CALF NTRD AND'141STT TE AVE/7 CALF ANCE TO gS LL 285' BORE AT 42" PL(1) 2"HDPE PULL(N)432CT FIBPLA 4 ER PULL(N)48CT FIBER SLACK LOOP LACK LOOP TRENCH AT 42" 4"RISER COUNTY: WASHINGTON THROUGH(N)CONDUIT THROUGH(N)CONDUIT 1-432CT 1-48CT 36NISO"c36"HH BORE PIT CITY: TIGARD,OR W/TRACER WIRE W/TRACER WIRE FIBER CABLE FIBER CABLE CONST.W/O# V71FP-1030 SITE NAME NW CALF 10-A CRAN/RING TIGARD SW BULL MOUNTAIN RD co 11949 w CALF 9A > o Lu FIB:BUR::119000176 W U ~ O NEW HH IN GRASS AREA FIB:BUR::119000166 _RAW Z O �— EAST OF POLE. __-- 006 C/) U 5 6 4 R!W `° NUjaEE O CL R/W-----�` ss' ss' 0 O w �0 w v w R/W----� O 16'TRENCH ORE e e _e_ o z o¢ Q m 3, P2210 PG R © Q135 B _ — EOP = 00 a- LL LLi m _ ® _ w E EOP � � o w �2 3Q 150' BOR e _ a w o®ao®� EOP EOP —_e EOP e 16'TRENCH 3 v ° 0 e a EoP B 24' 2REP 1' GRASS AREA 2 WEST OF STORM DRAIN. FIB:BUR::119000162 --------- -------CL--------- CL ------CL -- ------- cL-- --ss sw BULL MOUNTAIN R ____—__CL---- - ENGINEER:NarAL1E FORET EOP DRAWN BY:ZACH COURNOYER EOP SCALE: 1:20 EOPR/W_ I--R/W — REVISION: - EOP -- EOP _ R/W SHEET__,L OF 72 EXCEPT AS MAY 8,OTHERNASE PROVIDED THESE EOP RIVV_- �-- R/W SPECIFICATIONS SHALL REMANNSHED fl VV VV PROPERTY OF MCI COMMUNICATIONS / SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL N07 BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN RIW —Y PERMISSION. I 8 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A=ZMaOOYGroup company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BE FORE YCUDIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TIG 027,028,029,030,032, PLAN VIEW G -800.424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOURSNOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH - PRI-CALF SITE ENTRANCE TO BULL 285' 285' 285' NT RD AND 141ST AVE17 CALF SI BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER COUNTY: WASHINGTON THROUGH(N)CONDUIT CITY: TI ARD,OR W1 TRACER WIRE CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD i {It I f W a c) oa > O w ui O Lu W U ~ 14680 z z ° CL SW 120TH PL RI o O o z U RIW----� FIB:BUR::119000162 , 0> O C) \, RIW C C = UU)0< z w In z — g m ' O Q m LL 3 1O 20 285' BORE e_ — - EOP = o w w vee_ W RIW -- _-- — W I EOP Q U) _ _ ^®e_® S% EOP Uj o EOP G 21, U O I- EOP UQ r ~ ----- ----CL ------- -- -- � Il __.. SW BULL MOUNTAIN RD ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER EOPEOP SCALE:1:20 EOP EOP REVISION: - SHEET Sg OF 72 -J EXCEPT AS MAY BE OTHERWISE PROVIDED j I..L ------- RI BY CONTRACT,THESE DRAIMNGS"I" —! RAN SPECIFICATIONS SHALL REMAIN THE 2 f� PROPERTYMCI COMMUNICATIONS SERVICES INC.C BOTH BEING ISSUED STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY ---- RIW ^C) / PURPOSE WITHOUT SPECIFIC WRITTEN R!W N `y �/ i PERMISSION IVB J r UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD • r"�7 OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A/ s�001/Group Compan r RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR TIG_027,028,02v,030,032, PLANVIEW H 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOURSNOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH _ t�ct- PRI-CALF SITE ENTRANCE TO BULL 285' 285' 285' NT RD AND 141ST AVE/7 CALF SI BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER COUNTY: WASHINGTON THROUGH(N)CONDUIT CITY: TIGARD,OR W/TRACER WIRE CONST.W10# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD U) W U Z > O w w W U � U) O Z Z 0 d EE O 12235 SW BULL MOUNTAIN RD w Z>O> ° FIB:BUR::1190O0162 Z ---RAW U)) (0 C) Q m R/W L_ R/W— ------J p Q m w LL 3' R/W _ (.I o vas= 0 w w R/w e _ 2 3 edam v LU 285"BORE 0 0 0 _ EOP �- P P mo � 'EOP W EOP U O ma emm�e�am� EOP U EOP Q C) 1 CL CL---- ------------- ----- - SW BULL MOUNTAIN R ENGINEER:NnrnuEFORET EOP EOP DRAWN BY:ZACH COURNOYER EOP SCALE: 1:20 REVISION: - EOp SHEET Iq OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED EOP p BY CONTRACT,THESE DINGS AND f�1/�' SPECIFICATIONS SHAII REMAIN THE �j PROPERTY OF MGI COMMUNICATIONS �r R/W SERVICES INC.BOTH BEING ISSUED IN �n( BE Rrw- - SW BULL MOUNTAIN RD STRICT CONFIDENCE COPED.DS HALL NOTA REPRODUCED,COPIED,OR USED FOR ANY R/VV V PURPOSE WITHOUT SPECIFIC WRITTEN R/W R/W 12200 PERMISSION. I UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD 111 1, H. p OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A RNIELIIIII&IIIIII10M G,oup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION,COMPLETE REPAIR FILE:P'T1G_0v,02B4O29.030.032., PLANVIEW I 1-800.424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH PRI-CALF SITE ENTRANCE TO BULL 1 2 3 4 5 6 NT RD AND 141ST AVER CALF SITE BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER ISLACK LOOP PLACE(N) 4'x4' COUNTY: WASHINGTON THROUGH(N)CONDUIT 1-432CT 36"x60"x36"HH BORE PIT CITY: TIGARD,OR W1 TRACER WIRE FIBER CABLE CONST.W/O# VLIFP-1030 SITE NAME PNW CALF 10-A O CRAN/RING TIGARD Lu OUi W w w (� Ill U W > O N w OFF EDGE OF PAVEMENT W EAST OF HYDRANT. Z Z 0 14615 " � o-�N o SW HAZELTREE TER / o, 11, Raw w L w v o O� 4 6 0 2 3� z UU)0:Q Q w w_ Riw CoQ e °e __ 65' BORE 3 0 Q m 0- m - R/ e �e_ ~ Of O Lu w N 3' 219' BOR —o_��a a = � e �_e® a DI 0003 05 6 EOP 0 w ��e ¢ (n U ~ ems= c/) F— _ ' co EOP 25 U Q 0 EOP _ Q 20 CL—----– --- FIB:BUR::119000162 - _--CL-- - _ cL -.---- --_--___-_�____._- SW BULL MOUNTAIN RD - e ENGINEER:NATAL[E FORET DRAWN BY:ZACH COURNOYER EOP SCALE: 1:20 EOP EOP EOP REVISION: - EOP SHEET OF 72 __ EXCEPT AS MAY BE OTHERWSE PROVIDED RIW NIS AND RIW--------- BY CONTRACT,SSHALL REMAIN THE SPECIFICATIONS SHALL REMAIN ION / R/W `I PROPERTY OF MCI H BEING COMMUNICATIONS RAN�J--- SERVICES INC.BOTH BEING ISSUED T RAN STRICT CONFIDENCE AND SHALL NOT BE PUPROWCED,COPIED,OR USED FOR ANY —"Riw I > PURPOSE WITHOUT SPECIFIC WRITTEN �lN_ PERMISSION. LL- UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY -7,50-7- EXACT. IT IS THE CONTRACTORS IA GroupCompany an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:PO R_TIG_027,078,029,030,032, PLANVIEW J -800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48HOURSNOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH gid, 2 3 NTRDANDI 141STTRI- PRI-UALVE/7 CALF SILL 285' 285' 285' BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER COUNTY: WASHINGTON THROUGH(N)CONDUIT CITY: TIGARD,OR W/TRACER WIRE CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A GRAN/RING TIGARD i j lY w U Z > O w w U U) ❑ O I Z Z � � L. ON Z v Lo EE O a_ R � U W N � w O I --RIW LU O> z FIB:BUR::119000162 - --RIW c P P R W z LU in U m Q m RAN _j-_RIW ® m _3 e -®m=® - 0 w w EOP z I- ❑ LU10 2Oa� 285 BORoe�m.�ae�- EoP L:= a® EOP <---�I! U) 0 -"�� EOP U O ems- -- '�®� EOP 201 ----- ------CL----- CL ._-- ------------ cL _'__- _- SW BULL MOUNTAIN RD � ENGINEER:NATAUE FORST EOP DRAWN BY:ZACH COURNOYER Lu EOP SCALE: 1:20 Ur EOP REVISION: - SHEET OF 72 RIW EXCEPT AS MAY BE OTHER'MSE PROVIDED RAN SPEC CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE URIW 12435 PROPERTY OF MCI COMMUNICATIONS SE ICES INC.BOTH BEING ISSUED IN un STRICT CONFIDENCE AND SHALL NOT BE RIW�� / SW BULL MOUNTAIN RD REPRODUCED,COPIED,OR USED FOR AN PURPOSE WITHOUT SPECIFIC WRITTEN l PERMISSION. LLI l UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A PMMKftMVM G,oup Company iRESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALLBEFOREYOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:Poa TIG_027,D2e,029,030,032, PLAN VIEW K 800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,031;AITTOCAD.DWG 48 HOURSNOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH PRI-CALF SITE ENTRANCE TOF ] AL BULL 1 2 3 4 5 6 7 8 9 NT RD AND 141ST AVE/7 CALF SI 285' 295' 285' 10' 66' 66' 1 1 10' 27' BORE AT 42" PL(i)2"HDPE PULL(N)432CT FIBER PULL(N)48CT FIBER SLACK LOO SLACK LOO PLACE(N) 4'x4' TRENCH AT 42" 4"RISER COUNTY: WASHINGTON THROUGH(N)CONDUIT THROUGH(N)CONDUIT 1-432CT 1-48CT 36"x60"x36"HH BORE PIT CITY: TIGARD,OR W/TRACER WIRE W/TRACER WIRE FIBER CABLE FIBER CABLE CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD � I i � j NORTH MCI PRI-CALF SITE ENTRANCE TO BULL 285' 285' 285' 66' 1 1 NT RD AND 141ST AVE/7 CALF SITE BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER LACK LOO PLACE(N) 4'x4' WASHINGTON THROUGH(N)CONDUIT 1-432CT 36"x60"06"HH BORE PIT CITY: TIGARD,OR W/TRACER WIRE FIBER CABLE CONST.W10# VZ1FP-1030 SITE NAME PNW CALF 10-A CRANIRING TIGARD i c/) i W 0 O i U Z W W W U F- r D co C~O U Z Z 0 O c N O0 N Z FIB:BUR::1190D016404 W O (n �- O> 12705 SW BULL MOUNTAIN RD _ z v Q Q m ¢ m LL ~N oO ® 3 w 66' 141-OREoOw R/W EOP Lu R�LU 344BRE EOP p e LLj ®- ®OP EOP 506 U O 19 ------ ,'----- ¢ 1 ----. . --- ---CL -- 3, --- CL CL _ - - RD --__�__----- -cL---- -- SW BULL MOUNTAIN ENGINEER:NATALIE FORET EOP w DRAWN BY:ZACH COURNOYER EOP EOP j SCALE: 1:20 REVISION: - /��� R/VV 0- SHEET�� OF 72 R/y y O J EXCEPT AS MAV BE OTHERNASE PROVIDED R�W — r7/A 1 LLI "1 (� w By CONTRACT,THESE DRAWNGS AND T\Vv w SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS _—�--RIW R/VV SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE 1REPRODUCED,COPIED.OR USED FOR ANY RAN /� PURPOSE WITHOUT SPECIFIC WRITTEN c J PERMISSION. b, UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTO]ALL AF06I.71067Grou Company RESPONSIBILITY TO FIELD LOCATE UNDERGROUND OBSTRUCTIONS AND UTILI\/ CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REFILE:PORrIG027,028,029,030,032. PLANV I�� fl 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHAL033,039;AIITOCAD,DWG 1a�+ ,v1 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACT NORTH m MCI_ PRI-CALF SITE ENTRANCE TO BULL 285' 285' 285' NT RD AND 141ST AVE/7 CALF SI BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER COUNTY: WASHINGTON THROUGH(N)CONDUIT CITY: TIGARD,OR W/TRACER WIRE CONST.W/O# VZl FP-1030 SITE NAME PNW-CALF 10-A CRAN/RING TIGARD SW BULL MOUNTAIN RD cn 12765 W � U z > o of �-_ W W U � z z P ll� 00 O U) U U) R o Lo FIB:BUR::119000164 R1W co ��O� ~ � N ` w U co zz w m Lu R/W R1 N C C C — R/W- _r Q m EL LL LU Rrw 1 2 0285' BORE a seem _�Rrw __ °a me o o w w EOP EOP H _3 m o e – EOP EOP N = EOP a N ¢ W 3, 211 Q o -- — ----------CL—-- — ---- -- -- CL--- - SW BULL MOUNTAIN R EOF ENGINEER:NATALIE FORET EOP DRAWN BY:ZACH COURNOYER EOP SCALE: 1:20 EOP REVISION: - EOP SHEET 24 OF 72 EOP RAN EXCEPT AS MAY BE OTHERMSE PROVIDED -`--RAN BY CONTRACT,THESE DRAWNGS AND SPECT FICATIONS SHALL REMAIN THE [")/l M1 f ! PROPERTY OF MCI COMMUNICATIONS R/W RI V V Cy' SERVICES INC BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY RNV-_ I i PURPOSE WITHOUT SPECIFIC WRITTEN I V� 1 PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED yyy FROM AVAILABLE RECORDS AND FIELD _ OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A1�8�Grou Com an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TIG 027,028,029,030,032, PLANVIEW N 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034:AUTOCAD.0WG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH �tI_ 1 2 3 ITE ULL NT RD AND141ST AVER ANCE TO B VEER SITES 287' 287' 287' BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER COUNTY: WASHINGTON THROUGH(N)CONDUIT CITY: TIGARD,OR W/TRACER WIRE CONST.W/O# VZIFP-1030 SITE NAME PNW CALF 10-A \ I � CRANIRING TIGARD � i p W V) Ow Z �_ U w O_ W O ~ F- w cwl) D S L z Z [r 00 N \�f i i­- �T)�W N CL OU O 14670 SW 130TH AVE / R/w — w g R(` O> z w J UU)UQ Q w G 287_BORE o100� e ee ee o �z m 0- LL m �- EOP EOP 0 o J COQ va� 31 U) N—�----R/W ----- 2 I U O I- 31 ®s ®p` SS FIB:BUR::119000164 U O � __D_c EOP , CL -- U ENGINEER:NATALIE FORET --------- SW BULL cL - - MOUNTAIN RD - DRAWN BY:ZACH COURNOYER CL i SCALE: 1:20 REVISION: - EOP SHEET _ OF 72 W EOP EXCEPT AS MAY BE OTHERWISE PROVIDED 1 1 BY CONTRACT,THESE DRAWINGS AND Li. SPECIFICAHONSSHALL REMAIN THE ZPROPERTY OF MCI COMMUNICATIONS EOP RAN — SERVICES INC BOTH BEING ISSUED IN EOP RAN STRICT CONFIDENCE AND SHALL NOT BE u+ { REPRODUCED.COPIED.OR USED FOR ANY 1 PURPOSE WITHOUT SPECIFIC WRITTEN V �I PERMISSION. R/W R/W UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AFZ=005,�Grou Company, RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR IG_027,02B.02R.n30,032, PLAN O 1.300-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AM0CAD.DWG 1 A VIEW 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR.11 NORTH 1 2 3 4 5 6 NTIRD AND SITE RAVE/7 CALF S NCE TO LL 289' 289' 289' 66' COUNTY: WASHINGTON BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER LACK LOOP PLACE(N) 4'x4' THROUGH(N)CONDUIT 1-432CT 36"x60"x36"HH BORE PIT CITY: TIGARD,OR W/TRACER WIRE FIBER CABLE CONST.WIO# VZ1 FP-1030 SITE NAME PNW_CA FF 10-A / CRAN/RING TIGARD co w U I � w ti I 14649 SW 130TH AVE // �I, z o N / ` z � � � w'�` ` p O N Z w U R /w N�B-c� O d OFF EDGE OF PAVEMENT c—c W U o N GRASS / C O> Z UNUQ Q m O �O 0��2,e R/W / R/W R� — — —R/W w w FpP`e.�R� FIB:BUR::119000164 = p J ,® U) co ® ss' 3' 0�®187' BORE TS _��-_�-- oP®- -_ o U o r- 841 EOP - ®==®e_ __ __� -®- C) 5 6 EOP EOP < Q CC - _ 23 CL 20, - __ -- . ---------- CL - -c L ------.._ ATALIE RET SW BULL MOUNTAIN RD DRAWN BY:ZACH COURNOYER ESP SCALE: 1:20 REVISION: - EOP EOP SHEET_?&_ OF 12 r�/ EOP EOP BYCOTASMAYBE THEREDRAWINGS ANDSEPROV r� E CEPT S MAY HESE DRAWINGS ANO vv SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS _-� SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE RAN REPRODUCED,COPIED,OR USED FOR ANY R/UV PURPOSE WITHOUT SPECIFIC WRITTEN R/W PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD • OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS Al0WMftNX /Gro- Com an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:10R_TIC,_027,026,029,030,032, PLAN VIEW P 1.800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH - PRI-CALF SITE ENTRANCE TO BULL 257' 257' 257' NT RD AND 141ST AVE/7 CALF SI BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER rN WASHINGTON THROUGH(N)CONDUIT TIGARD,OR W/TRACER WIRE 0# VZiFP-1030 MATCH TO SHEET 28 PNWCALF 10-A TIGARD �• �� SW BULL MOUNTAIN RD c� ,fie ELIZABETH PRICE PARK e \ A `e rs w U_ e •.� FIB:BUR::119000164 O FZ Z Op \ O O o R�� o_ N Z .` a-R O a, ev W O -R� Ftp 3 U�OUQ • z w r • Fop`0RF Lu O w B W O ' Foo e \ R R �\ ENGINEER:NATALIE FORET e, DRAWN BY:ZACH COURNOYER R�/�j •• N SCALE: 1:20 J REVISION: - \ Op a• = SHEET__27 OF 72 Cn EXCEPT AS MAY SE OTHERWSE PROVIDED BY CONTRACT,THESE DRAW NGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICESINC.BOTH BEING ISSUED IN (� STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FORAM QRPURPOSE WITHOUT SPECI FIC V/RITTEN/I C PERMISSION. W\ F L UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD Itm OBSERVATIONS BUT ARE NOT NECESSARILY �) EXACT. IT IS THE CONTRACTORS A Group Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:PDR-TlG-027,028.029,030,032, PLAN VIEW Q 48 HOURS OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG RS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH mict PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SI 2 282' 282' 282' BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER COUNTY: WASHINGTON THROUGH(N)CONDUIT CITY: TIGARD,OR W/TRACER WIRE CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD Ncq I-- Ld ELJ o ®m w `m Rr�� S�ev< Fop m C M 0�o - Z w LU w v D Qm m \ Rp o Z z ° w °0 LU o Z % 3� U) o 0 z �20>10 ui af �co ZUQ J m �03 (m a U- ?$2' C 1 Iyj j J F 4 U U O 00NT c< G ` FIB-BUR-:1 19000164 \ m m \ ENGINEER:NATALIE FORST Rr Fpp '� Ftp m DRAWN BY:2ACH COURNOYER �\ m 'Y' � SCALE: 1:20 m m \\ REVISION: \ SHEET 18 OF 72 L m \\ `m EXCEPT AS MAYBE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE Rr FO PROPERTY OF MCI COMMUNICATIONS \V(V SERVICES INC.BOTH BEING ISSUED STRICT CONFIDENCE AND SHALL NOT BE m \ REPRODUCED,COPIED,OR USED FOR ANY / \ Op ♦` RrJn. PURPOSE WITHOUT SPECIFIC WRITTEN ✓�\ PERMISSION. \ \ mm \ MATCH TO SHEET 27 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AGroup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR TIG_827,028,029,030,032, PLANVIEW R 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,031;AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 356' 356' 293' 63' 66' 132' 2 2 27' � ���• BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER PULL(N)48CT FIBER SLACK LOO LACK LOO PLACE(N) 4'x4' THROUGH N)CONDUIT THROUGH N CONDUIT 1-432CT 1-48CT 4'RISER NT RD A SITE ENTRANCE AL BULL ( ( ) 36"x60"x36"HF BORE PIT NT RD AND 14157 AVE/7 CALF SI WI TRACER WIRE W/TRACER WIRE FIBER CABLE FIBER CABLE COUNTY: WASHINGTON MATCH TO SHEET 30 CITY: TIGARD,OR ` I CONST.W/O# VZ7 FP-iD30 OSITE NAME PNVICALF 10-A o O LU CRAN/RING TIGARD O i F ` O j & T `0 6fi' 6 1 w /Q 66' W/ ' Q 77 51 0 8 U) w FIB:BUR::119000165 ° c'') U Z O w U) O w U U) O -0 OF `' Z Q IN DIRT ;� 0 0 0 U U Q o U) Z o ��Ow OU Ow �� cC .�O 26S U U> Z w FIB:BUR::119000164Z m J m Lu Lu 6 OFF EDGE OF PAVEMENT ^� ou _ i / /I ` O© LZ IN PLANTER STRIP NW OF POLE %� vv\ �r , ,q'd- � N ? � FIB:BUR::119000174 74 �7 s'A '-C� '��,� �\� v RQ V O R oo epi 3' Q P1339 PG i4110 10, CALF 8A %�� Ra ` Fob� A o\ f ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: 1:20 V \ REVISION: C�` •�O� N SHEET OF 72 wEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAIMNGS AND ^^ \\ LLI SPECIFICATIONS SHALLREMAIN THE PROPERTY OF MCI COMMUNICATIONS STRVICES ICT CONFIDENCEC BOTH BEING ISSUED T STRICT CONFIDENCE AND SHALL NOT BE /�/ R/""�f�� 0 REPRODUCED,COPIED,OR USED FOR ANY ` R/V V PURPOSE THOUTSPECIFIC WRITTEN PERMISSION UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY 'j EXACT. IT IS THE CONTRACTORS A 0J Z=ZWaGroup company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TIG_027,D28,029,03D,032, PLANVIEWS I.800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,D34;AUT0CAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH MCI1 2 3 - 244' 244' 244' PRI-CALF SITE ENTRANCE TO BULL BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER MNT RD AND 141ST AVE/7 CALF SI THROUGH(N)CONDUIT W1 TRACER WI RE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZI FP-1030 SITE NAME PNW CALF 10-A MATCH TO SHEET 31 CRAN/RING TIGARD SW BULL MOUNTAIN RD ® 13379 % nii i w c< `G•�%� U z 0 w .\ w U �•% z Z ° `% o O_ O \R/ ® � O ~ 'C4 % U) w o 3 U ugi O> z w a A o m Q m \` O 2 �s ct 0 w J o (n (n / s C. i(,L FIB:BUR::119000165 U) F- �� 4 MSCI ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: 1:20 REVISION: - R� , SHEETS OF 72 EXCEPT AS MAYBE OTHERWISE PROVIDED MATCH TO SHEET 29 BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD e OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A/ �AMGrou Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR T3G_022,02B4O2s,030,032, PLAN VIEW T 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER THROUGH(N)CONDUIT PRI-CALF SITE ENTRANCETO BULL W/TRACER WI RE MNT RD AND 141ST AVE/7 CALF SI f' COUNTY: WASHINGTON m \ ��� CITY: TIGARD,OR 1-- \ Q Q CONST.W/O# VZ1 FP-1030 W (�� Q SITE NAME PNW CALF 10-A U Q CRAN/RING TIGARD 0` �� IT-_ ^ / I 0 co / o W 0 . U 1z > ° w 29 1 U) D o eOR Zcl� SS FIB:BUR::119000165 00 N z U LL, c< UcA0U< z w Q ¢ m •® 13395 SW BULL MOUNTAIN RD Q m I % a UJ F0'6 A ®e co \ F- 0 a She ., 31 U o U JQ o �puNT Q. >Y 0 •, ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER / R/(� C \•\ SCALE: 1:20 l \ FSA � _ ♦oR�\ � REVISION: - SHEET q� OF 72 E%CEPT AS MAY BE OTHERWISE PROVIDED MATCH TO SHEET 30 BY CONTRACT,S SHALLESE REMAIN TAWINGS HE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. _f -- UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY s EXACT. IT IS THE CONTRACTORS AL"..,,.30oG�6'✓Group Coman RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES I ' CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION,COMPLETE REPAIR FILE:PO0.TIG 027,028,029,030,032, PLANtl�I �� W V i-WO-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AWOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH _eQA 66' C 265' 265' 265' ' 1 1 BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER SLACK LOOP PLACE(N) 4'x4' mct THROUGH(N)CONDUIT 1-432CT 36"x60"06"HH BORE PIT PRI-CALF SITE ENTRANCE TO BULL W/TRACER WIRE FIBER CABLE NT RD AND 141ST AVE/7 CALF 5 COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/0# VZ1 FP-1030 MATCH TO SHEET 33 _ SITE NAME PNW CALF 10.A • 4 ,OO / CRAN/RING TIGARD i F°p e•� S� BEHIND SIDEWALK 66' IN PLANTER STRIP 4 \ \ Raw $1 E® \ \ W FOP 6 \ / U z r 1 •• i \ > o F•♦ R w D °'O \ 14455 SW 134TH DR z z ° 3 L p p Z v Raw • ��2�, /� a� o \`\F°'O c� ®e�piQ \ -2 O> Z of \\ • O FIB:BUR::119000165 Z U a ¢ m \ FOp`♦2 w m a L� R,w F I ♦♦ / co e ; U o S��� ��' O• S SW BULL MOUNTAIN RD << F��\ , wo 13580 O��T op •` w` o♦ ENGINEER:NATALIE FORET e •` \ DRAWN BY:zACH COURNOYER ♦ R SCALE:1:201=20-0' \ FoA �- REVISION: - ee W LU SHEET�7 OF n EXCEPT AS MAY BE OTHERWSE PROVIDED eU) BY CONTRACT.THESE DRAW NGS AND • \ SPECIFICATIONS SHALL REMAIN THE O PROPERTY OF MCI COMMUNICATIONS N l• SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN CQ PERMISSION. C UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AlUMEpaA"OWGrou Com an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TIG 027,028,029,030,032, PLAN VIEW V 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH .� m MCI_ 1 2 3 277' 277' 277' BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER THROUGH(N)CONDUIT W/TRACER WIRE PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF S COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZi FP-1030 SITE NAME PNW CALF 10-A CRANIRING TIGARD i Yy111 W SW BULL MOUNTAIN RD > o 13625 w i o Z ZO U O NAIL 0 O> 0� UcAUQ Q m _ Z w FIB:BUR::119000165 � m d LL w w MU ~ ILL! S L RAN R/W — U) am o __ �_e o _e e 277'BO _ cop EOP EOP m `" d o O Q 3' `� MOUNTAIN - CL S W BULL RD `a`o ENGINEER:NATALIEFORET e DRAWN BY:zacH couRNOYER EOP EOP C( R SCALE: 1:20 REVISION: EOP R/w ` \ SHEET OF 72 MATCH TO SHEET 32 RYCONTRACTTHE EDRAWINGSAND ED SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, 2 UNDERGROUND UTILITIES HAVE BEEN PLOTTED -. FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A�JIIIIIMV Grou Compan RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TIG_027,028,029,030,032, PLAN VIEW W 1-800-424.5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AU OCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 268' 268' 268' BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER c THROUGH(N)CONDUIT PRI-CALF SITE ENTRANCE TO BULL W/TRACER WIRE IJT RD AND 141ST AVE/7 CALF S I I COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZlFP-1030 SITE NAME PNW CALF 10-A CRANIRING TIGARD rp I D_ 13714 U z SW BULL MOUNTAIN RD R/ > O w --RAN J � W U ~ FIB:BUR::119000165 R/\N w N z 0 R/W - = Z 0 R/W SL _�-�� 00 N c M_- _-_.- 000268' BORE ee®--®--�- EOP o �codiE oz w e_�- --® EOP = �Dww U O _ _®a-®--®-- --- EOP 0 g0> EOP in 3 Um Z EOP - - Q 20' ---— ui w —_.-_— -_- -----CL —-- U) F- -- ---- --CL ----- W ? f- SW BULL MOUNTAIN R v EOP ---- —-R EOP Q --- RAN EOP Qi/ ENGINEER:NATALIE FORET W / DRAWN BY:ZACH COURNOYER w Q ' SCALE: 1:20 REVISION: - R/VV SHEETOF 72 C) , / Of EXCEPT AS MAY HE E DRAWINGS PROVIDED BY CONTRACTS SHA DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE J PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED N ST ICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USED FOR ANY O PURPOSE WITHOUT SPECIFIC WRITTEN LLI ''^^ PERMISSION. VJ I UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS AO�Ylff=VGrou Com an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION,COMPLETE REPAIR FILE:POR_TIG_a27,02e.n29,030,032, PLAN VIEW X 1-8 -424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,03;A OUD DWG 48 HOURSNOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH MO. PRI-CALF SITE ENTRANCE TO BULL 1 2 3 4 5 6 7 8 9 1 T RD AND 141ST AVE/7 CALF SITEE 350' 295' 285' 75' 66' 132' 65' 10 27' COUNTY: WASHINGTON BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER PULL(N)48CT FIBER SLACK LOO LACK LOO PLACE(N) 4'x4' PL(2)2"HDPE TRENCH AT 42" 4"RISER CITY: TIGARD,OR THROUGH(N)CONDUIT THROUGH(N)CONDUIT 1-432CT 1-48CT 36"60"x36"HH BORE PIT W/TRACER WIRE Wl TRACER WIRE FIBER CABLE FIBER CABLE CONST.W10# VZ1FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD SW BULL MOUNTAIN RD w 13818 v / I z FIB:BUR::119000165 i W O IN GRASSHIND IAAREA LK 20' BORE Z Z 0 M 00 cr- c/) U R/wI- a�U)a R o Raw FIB:BUR::119000167 _ —'�— © w R!W D)�W U O O _— S/w— 66' 66' t= > Z R/w srw 7- —SL — ��ae o �Z -- m_ Lu R/w--T[]- ----sLL rw—co ee�_- EO o w Li SL_ e slw e® EOP Qa® QLLJ EOP 28 w � 3 23' w � v 0 I < SOY Q ——--—-C L--------- -- Y -CL --- SW BULL MOUNTAIN RD 10'FROM POLE IN PLANTER STRIP 31 ENGINEER:NATALIE FORET Y DRAWN BY:ZACH COURNOYER O ' SCALE: 1;20 EOP EOP E 6 REVISION: - EOP EOP 12792 PGE R SHEET OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED R! R/w-- BY CONTRACT,THESE DRAWINGS AND s"— J- --- R/w-- 7 ® SPECIFICATIONS SHALL REMAIN THE RIW F2/W 12' _R/w PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE RE CALF 3A REPRODUCED COPIED ORUSED TTEN PURPOSE WITHOUT SPECIFIC WRITTEN PERMI$$ION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY m� EXACT. IT IS THE CONTRACTORS A ZZZlD6CA=GroupCompany RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POa Tac 027,028,029,030,032, P Q�I VIEW v 1-800-x24-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,039;AUTOCAD.DWG 11 V H tl Y 48 HOUR$NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH MCI 1 2 3 - 287' 287' 287' PRI-CALF SITE ENTRANCE TO BULL A BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER NT RD AND 141ST VE/7 CALF S THROUGH(N)CONDUIT COUNTY: WASHINGTON W/TRACER WIRE CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A UR/v CRAN/RING TIGARD 13874 SW LEAH TERRACE Lu U) W W jd U = OLLI z ss U w o Z -ss_ m U) p m RAW R/W R/W- - w Z Z � � R/w 1 �2 sQ2871 BORE SL e e e e e s/w e m e W o w i U) �s/ 0 N V�'----:®ere p� EOP ®ee NU)lyI O EOP— �_— �EOP 3' Uvi�� Z w R`� a j ---- �0 ¢ �Z m Q m w-_ j a_®_ 5S SS 281 a w w _� D w 0TO N® FIB:BUR::119000167 U) _ - ------ v ___. --- L--------- CL - _ .---- U O -------CL--- ---- U cL--- -- _ SW BULL MOUNTAIN RD -_._ a ---_--CL-------- SS 1 EOP EOP ENGINEER:NATALIE FORET I EOP ----- EOP RAW __.--_--_-RM( DRAWN BY:ZACH COURNOYER RAW SCALE: 1:20 w R/W REVISION: EOP / / SHEET�_ OF zz r/ E%CEPT AS MAYBE OTHERWISE PROVIDED U BY CONTRACT,THESE DRA`MNGS AND 11 SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS T SERVICES INC.BOTH BEING ISSUED IN \ VMS STRICT CONFIDENCE AND SHALL NOT BE l-' REPROIXICED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN r� PERMISSION. O p o (n w UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD e OBSERVATIONS BUT ARE NOT NECESSARILY x EXACT. IT IS THE CONTRACTORS A1Ni�sAPWVGrou Com an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:PORTIG_017,0z8,01s,03o,03z. PLAN VIEW Z 48 HOUR-8O 0.424-6555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,039;AUTOCAD.DWG SNCInCE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3 MCI 285' 285' 285' PRI-CALF SITE ENTRANCE TO BULL BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER NT RD AND 141ST AVE/7 CALF Si I THROUGH(N)CONDUIT COUNTY: WASHINGTON W/TRACER WIRE CITY: TIGARD,OR CONST.W/O# VZI FP•1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD SW BULL MOUNTAIN RD 14025 w U Z LU co M W O 7 3' LU z Z ° _______----- Ly' 0 � FIB:BUR::119000167 -- RAW sfN U) Q O_ N Z U_ ----R/W --- a o -U) O ~ RAN---- W�J— SIW e EOP ~ D�W U O c _ ____--R, j- —3 oRE EOP co°Q Z W M LU R/W— ss ¢ Z -i m Y m = W EOP w LL U) _®ee�= EOP I- L o _ EOP 1 (n F = 2 ss CL U F- C{) CL -- U -- - -- --- - SW BULL MOUNTAIN R EOP FOP R/W ENGINEER:NATALIE FORET ---_–.--- DRAWN BY:ZACH COURNOYER EOP RlW SCALE: 1:20 EOP R/W- REVISION: - EOP !W ,—R/W � SHEET__;I2_ OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. �e UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A=ZWOCAM Gmup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR T3G-02v,028,029,030,032, PLAN \,I�`�, e Q 1-a00-az4-8555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUT0CAD,DWG V H V / A 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH fin"cl 3 4 5 6 7 8 - 373' 373' 286' 87' 66' 66' PRI-CALF SITE ENTRANCE TO BULL BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER PULL(N)72CT FIBER LACK LOO LACK LOOP PLACE(N) 4'x4' NT RD AND 141ST AVE/7 CALF SI THROUGH(N)CONDUIT THROUGH(N)CONDUIT 1-432CT 1-72CT 36"x60"06"HH BORE PIT COUNTY: WASHINGTON W/TRACER WIRE W/TRACER WIRE FIBER CABLE FIBER CABLE CITY: TIGARD,OR CONST.W/O# VZI FP-1030 SITE NAME PNW CALF 10-A _ CRAN/RING TIGARD I_I_I Q QW O co 14405 SW 141 ST AVE w U T Z > O Lu of � Lu J W U � U co D O / Z `� /W OFF EOPIN DIRT AREA : FIB:BUR:-.1 1 90001 67 O 0 cu U W MT _- IN FRONT NT OF RETAINING WALL RAW \p R LU (n 0-EE O u)LO� _®.me_�_o __ 95' INFEOTOFRTARE $ ® �1 ORR�'R/W — s ee O ��0� Z 7- 66' 66' , 58 1 N FRONT OF RETAINING WALL _.� U(nUQ w EOP� T- 2 Z J m ~ Zop e SS _ 3' 0 146' BORE EOP a ® O �j O ¢ D w djo 24 L:FIB:BUR::119000168 20, 23 (n O W OCLCL — .-- — U ,e SW BULL MOUNTAIN RD �.�°® OP FIB:BUR::119000169 ° EOP � EOP R/W ♦! � EOP ENGINEER:NATALiE FORE? R/W R/W DRAWN BY:ZACH COURNOYER ��-'-- SCALE: 1:20 ♦ ��� �Q REVISION: - SHEET--j$_ OF 72 / EXCEPT AS MAY BE OTHERWISE PROVIDED By NTRACT,THES DRAWI GS ® c / SPECIFICATIONS ONS SHAE LL REMAIN THE D ry ` ff PROPERTY OF MCI COMMUNICATIONS LL * SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE n- REPRODUCED,COPIED,OR USED FOR ANY J O PURPOSE WITHOUT SPECIFIC WRITTEN U PERMISSION. MATCH TO SHEET 42 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY maw EXACT. IT IS THE CONTRACTORS AI IIIpOtlMG,ou company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BE FORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR TIG 022,028,029,030.032, PLAN VIEW B B 800-4245555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,D39;AUTOUD.DWG 48 HOURSNOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3 - 287' 287' 287' PRI-CALF SITE ENTRANCE TO BULL BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER NT RD AND 141ST AVE/7 CALF SI THROUGH(N)CONDUIT W/TRACER WIRE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A > CRAN/RING TIGARD D_ 14275 w SW BULL MOUNTgIN v RD ' > o LU LU FIB:BUR::119000168LU W U Lu ~ V Z o T o R/W-- °aN z EOPo®'a®-d®e — R/W------_ Ln W� U o Q ��p� � � e®OP�a��e ��® UcnU Z w e e287'BORE R/W z -- a _ m EOP _�oo�= O �`�—R/W� Q m w LL 00 w moa EOP e4� _ En ---------- - - - I. EOP �a� e�mm�ee m w o CL EOP - - __-- -._._..._----- _ ~ --R/W—_�__ EOP SW BULL MOUNTAIN RD c�--- R/W Eop R/W EOP ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SW BULL MOUNTAIN RD R/W EoP SCALE: 1:20 14270 REVISION: - R/W SHEET---n- OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWNGS AND /W SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NO BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A Group Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR nc 0v,u2B4O2z,030,032, PLANVIEW C C 1.800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034 AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3 I. 286' 286' 286' PRI-CALF SITE ENTRANCE TO BULL BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER NT RD AND 191ST AVE/7 CALF S[ THROUGH(N)CONDUIT COUNTY: WASHINGTON W/TRACER WIRE CITY: TIGARD,OR CONST.W/O# VZlFP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD i Lu i J Q v = w U Z > O LU W U ~ v O Li ° X4355 SW BULL MOUNT ° z R/w AIN RD a) o o L_ Of 0 ®v C) QEOP e=__� � 2 Uco0 Q w Q e EOP_ --�Q O 286'BORE Raw 3 g z 'm J m 0 --�_ W31 w w w J EOP -- R/W w - UT--:i�_- co L -CL- - ----- ss �� LU o-- EOP - _CL _.___ o w ----- --_ ss U -.._ FRBUR..1190001— CLEop EoP U,LL MOUNTAIN RD CL----------_—--- W B i - CL R/W -- W EOp ENGINEER:NATALIE FORET > Eop DRAWN BY:ZACH COURNOYER _7 Q \ SCALE: 1:20 0 U = C•e ��V" REVISION: --- R/W SHEET OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED \� BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE I U) REPRODUCED,COPIED,OR USED FOR ANY I / PERMISSION UNDERGROUND SPECIFIC WRITTEN UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT, IT IS THE CONTRACTORS Af�0a1NCOVGrou Com an _ RESPONSIBILITY TO FIELD LOCATE ALL ������••• UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR IG_027,02e,029,03D,032, PLAN VIEW DD 1-800-424.5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOURS NOTICEREQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTHMCI 1 2 3 4 �- 107' 107' 107' 66' BORE AT 42" PL(1)2"HDPE PULL(N)432CT FIBER LACK LOOP N"f T RD A SITE ENTRANCE TO BULL RD AND 191ST AVE/7 CALF SI THROUGH(N)CONDUIT 1-432CT W/TRACER WIRE FIBER CABLE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZI FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD i W U > O W U ~ N O0 00 zo c~!) U -I R/W R/W� a�O a 0_ O F- ~ R/W EXISTING ����O; U� O OI VERIZON HH Vco U< z W -______ C m d LL~ EDP 4 66' 3 R/W w F- 0 a EOPv o w 07�ORE 0 D� R = EOP EOP ""� o� U O .......... CL _..- -_----- = U --- - FIB:BUR:-119000168 ------- CL ------- — 171 Q Q EOP ----------------- EOP SW BULL EDP MOUNTAIN RDAMi -- EOP ENGINEER:NATALIE FORET —'r J RI`V`�^' EDP DRAWN BY:ZACH COURNOYER SCALE: 1:20 REVISION: - W SHEET OF 72 R/ BY CONTRACT,THESE DRAWINGS AND HERWS DED R/W SPECIFICATIONS SHALL THE PRO OPERTY OF MCOMMUNICATIONS S SERVICES INC.BOTH BEING ISSUED IN SW BULL MOUNTAIN RD STRICT CONFIDENCE AND OR HALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. 14400 UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT, IT IS THE CONTRACTORS A FEMEWO&WGrou Com an RESPONSIBILITY TO FIELD LOCATE ALL 4ND UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR nG_0n,02a,02v,030,032, PLANVIEW E E .8O0-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,03A;AI-T0CAD.DWG 48 HOURSNOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH M- Ct 286' 286' 286' PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SI BORE AT 42" PL(1)2"HDPE PULL(N)72CT FIBER THROUGH(N)CONDUIT COUNTY: WASHINGTON W/TRACER WIRE CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME NW CALF 10-A CRANIRING TIGARD cn W U SW 141 ST AVE > o w Q 14525 w 0 w z � o 0 z o w '> moato X( zCfFIB:BUR::119000169 R/W = 20 j c NUa zw a "' EOP z m J - w O O >®`� Z: w w _ =W c T T R/W R/W m __ e_e m� oe __ ee EOp N F- 0 _ o ev__ a_ (n F- - p EOP O O 02861 BOREEOP _ ---- W D 16, cL --- ---- - -C L-- ---- --------C L— — - --- C L— -- - -- __ cu SW 141 ST AVE EOP EOP ENGINEER:NATALIE FORET EOP EOP DRAWN BY:ZACH COURNOYER r R/W R/W RlW SCALE: 1:20 ~_! I REVISION: d Ow Ow i SHEET_�2_ OF 72 EXCEPT AS MAYBE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN REPRODUCED,COPIED,OR USED FOR ANY STRICT CONFIDENCE AND SHALL NOT BE I i PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY ' EXACT. IT IS THE CONTRACTORS AINSMUN01/GrouCom an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR[G 027,028,029,030,032, PLAN VIEW FF .8O0.424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,039 AIROCAD.DWG 48 HOURSNOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 17-1 F-7-1 MCM 285' ( 285' 285' 66' PLACE PRI-CALF SITE ENTRANCE TO BULL BORE AT 42" PL 1)2"HDPE PULL(N)72CT FIBER LACK LOO ( ) 4NT RD AND 141ST AVE/7 CALF SI THROUGH(N)CONDUIT 1-72CT 36"x60"x36"HH BORE PIT COUNTY: WASHINGTON W/TRACER WIRE FIBER CABLE CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD SW 141 ST AVE v 14645 > ° w W U FIB:BUR::119000169 O Q O U v ►- ® v NU)d O d w 6 -�W U O LIJ R/W ---- )J-R R/W e R/W OW -R/W = U c�OU Z w U) z Q Q m = OP G ASSA EOP EOP EOP EOP EO 0 m n- u- 18'�6 O OO ®285' BORE o ss 14' Q r� -- ----C L— -- -----C L —- -------- -- C L--- -- --C L -- --- - ---C L-- - ------- - -- --C L------ U O SW 141 ST AVE Q EOP EOP El EOP EOP —R/W R/W R/W — — ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: 1:20 REVISION: - D-. O SHEET U_ OF 72 w EXCEPT AS MAYBE OTHER\MSE PROVIDED BY CONTRACT,THESE DRAIMNGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN ST ICT CONFIDENCE AND SHALL N07 BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD _ p OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS Ar^�OoGA6'i/Group Company bRESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TM 027,028,029,030.032, PLAN VIEW G G l-8 424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOU RS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 0 - 284' 284' 284' PR[-CALF SLTE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF Sl 1111 BORE AT 42" PL(1)2"HDPE PULL(N)72CT FIBER THROUGH(N)CONDUIT EC-11RANIRING WASHINGTON W/TRACER WIRE TIGARD,OR VZIFP-1030 PNW CALF 10-A TIGARD SW 141 ST AVE w w 14745 U z Qf o w V) 0 z z ° oO NO z U FIB:BUR::119000169 Q) a O Lr) ® W Imo— �20> ~ w 111 UQ Q w _ /W /I --__ -_ R/-y __ _ _ R/W __ -- -- W _ _e __ R/W__ � �z m m __ __ -- -- �— �- O 9 0 w w 0 EOP EOP OP EOP EOP F- � p � 00®284' BORES 14' Q w � � U O CL---------- - —C L -..- ---- ------C L ---- ------ -- -- C L------- _ C L- - - --C L --- ----- -- U Q SW 141 ST AVE EOP EOP EOP EOP EOP RAW, R/W R/W — R/W R/W ENGINEER:NATALIE FORST DRAWN BY:ZACH COURNOYER SCALE: 1:20 REVISION: - SHEET 44 OF 72 EXCEPT AS MAY BE OTHERNASE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATION55NALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES ING.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS APMNMN&WCCWGrou Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:VOR TIG 027,028,029,030,032, PLAN VIEW HH 1.800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOUR8NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3 mc:o- 285' 285' 285' PRI-CALF SITE ENTRANCE TO BULL BORE AT 42" PL(1)2"HDPE PULL(N)72CT FIBER NT RD AND 141ST AVE/7 CALF SI THROUGH(N)CONDUIT COUNTY: WASHINGTON W/TRACER WIRE CITY: TIGARD,OR CONST.W/O# VZl FP-1030 SITE NAME NW CALF 10-A CRAN/RING TIGARD SW 141 ST AVE 14855 w U Z � w o � z z ° U ww NOn-� O d T 0f W FIB:BUR::119000169 U O W W 0 PLLU �0> z Lu ai__ e® oe Lu LijR/W __ s_®e R/W m� _e e _ R/W U-I_®_ �ZUm Q _m ae ee _ ee _ v m_ e_ e `n Q a LL F- EOP EOP EOP EOP _EO m o w w z 01230 285 BOR = Q5)I 15' SS Q ? H ILJ 2 W O SW 141 ST AVE Q EOP EOP EOP EOP EOP R/W R/W RAW R/VV/ ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: 1:20 REVISION: - SHEET__j� OF 72 EXCEPT AS MAY BE OTHERW SE PROVIDED BY CONTRACT,THESE DRAW NGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. V.p'1SA UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p F (� OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A f==200CMV G,oup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR-TIG_027,028,029,030,032, LA{�1 VIEW /�C�fl/ I I 1-Boo.4245555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUFOCID.DWG 1�1 �/ C�/�/ 48HOURS NOTICEREOUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH rQ�, 3 4 324' 324' 284' 63' 66' 132' 1 8 27 PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SI BORE AT 42" PL(1)2"HDPE PULL(N)72CT FIBER PULL(N)48CT FIBER SLACK LOO SLACK LOOP PLACE(N) 4'x4' THROUGH(N)CONDUIT THROUGH(N)CONDUIT 1-72CT 1-48CT 36"x60`06"HH BORE PIT 4"RISER COUNTY: WASHINGTON W1 TRACER WIRE W/TRACER WIRE FIBER CABLE FIBER CABLE CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD � I O W w SW 141 ST AVE U z 14975 f w o z Z C� O Ir 00 0 z v 1211' BORE FIB:BUR::119000169 � U)0-w OU ° LUW O © N HH IN GRASS AREA w Z O> z LU UU1V z w v, R/W R/W =n /\ R/W R/W = CO LLm = 57' EOP EOP OOP271' BORE EOP EOP 19°w®OO 1 I s 2 w � — --- b ° — - ---- --.. --------- - ---- - ---- C L-- ----- ------ - -I- Q SW 141st Ave EOP EOP EOP EOP 6 $' ENGINEER:NATALIE FORST O I G R/W R/W R/W R/W DRAWN BY:ZACH COURNOYER w ®WEST OF POE J SCALE: 1:20 V d CJ REVISION: - LMn W J L0 W SHEET OF 72 !�W U L E%CEPTAS MAY BEOTHERWSEPROVIDED 3 CONTRACT O I LL SPECIFICAT ONS SHALL REMAIN THE D DRAWINGS QW O `N PROPERTY OF MCI COMMUNICATIONS U w LL SERVICES INC BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY •.. EXACT. IT IS THE CONTRACTORS AF=000004=GfouCom-an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR r1G_027,028,029,030,032, PLAN VIEW JJ 1-800.4245555 OF ANY AND ALL DAMAGES INCURRED SHALL BE D33,039;AUTOCAD.DWG 48HOURSNOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 285' 285' 285' PRI-CALF SITE ENTRANCE TO BULL BOREAT42" pL(1)2"HDPE PULL(N)72CT FIBER NT RD AND 141ST AVE/7 CALF SITES THROUGH(N)CONDUIT W/TRACER WIRE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZI FP-1030 SITE NAME NW CALF 10-A CRAN/RING TIGARD I Lu I SW 141 ST AVE 15055 j a w Ow U Z c of LL � Lu W Lu 0 0 FIB:BUR::119000170 w }- Z ZO © �Q 00 N Z U o �� U)a- o IL 'f T W v �N�W U o wR/W ' R/W R/W F- _ 0� � _ — -- _— -- -- -- -- -- —e -- — W W ' :� w U Z ZQ w cn EOP EOP -®-e e - -R/W —— -- R/W p � Q m w m YYLL O OO T285'611E - EO e EOP o 0 ss 16' l ss co ~ __. ---- CL--- ---..--- — —...------CL-------._--. -- - -----.. - � U) CL -- — - --- ss ss U0 --CL--- -- ---- --------------CL-- --.. - .......... Q EOP EOP EOP SW 141 ST AVE EOP EOP R/W R/W -R/W R/VVR/W ENGINEER:NATAUE FORST DRAWN BY:ZACH COURNOYER SCALE: 1:20 REVISION: SHEET�L OF 72 _ EXCEPT AS MAYBE OTHERNA SE PROVIDED BY CONTRACT,THESE DRAMA NGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE W TROUT SPECIFIC WRITTEN PERMISSION. f UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A._i�,M70aGTDTJGrou Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR TIG_027,028,029,030,032, PLAN VIEW KK 48 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,030;AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3 C . 285' 285' 285' PRI-CALF SITE ENTRANCE TO BULL BORE AT 42" pL(1)2"HDPE PULL(N)72CT FIBER NT RD AND 191ST AVE/7 CALF S THROUGH(N)CONDUIT COUNTY: WASHINGTON W/TRACER WIRE CITY: TIGARD,OR CONST.W/O# VZIFP-1030 SITE NAME PNW CALF 10-A C AANIRING TIGARD I SW 141 ST AVE } U) 15225 v w > ow C j> 0� O wO FIB:BUR::119000170 �p Z Z � � W 141 ST AVEw o 0 O U v 15225 Ti a�U)0- o LU TIT TL LU Ut OUQ Q w W ee R/VV R/W - -- rR/W _s -- -- saR/W e-W-W --®-- --® v, �Z m J m ~ EOP EOP EOP EOP EOP O w _3 j 285' BORE J 161 w 1U O --------C L-- ----- _ -- - C L ------ --- -- C L--- ------ -- -C L U Q SW 141 ST AVE v EOP EOP EOP EOP } R/W R/W R/W R/W ENGINEER:NATALIEFORET , 1 > DRAWN BY:ZACH COURNOYER j w SCALE: 1:20 1 IF 1 a REVISION: - Ll l (� O SHEET OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED 5 BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN a STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A Group Coman RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TIG_027,028,029,030,032, PLAN VIEW LL 1-8M424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,039;AUFOCAD.13I 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 285' 285' 285' PRI-CALF SITE ENTRANCE TO BULL BORE AT 42" PL(1)2"HDPE PULL(N)72CT FIBER NT RD AND 141ST AVE/7 CALF S THROUGH(N)CONDUIT W/TRACER WIRE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD II M U Q w W � U j > O O m p W U ~ p ° SW 141ST AVE z z o 15285 O v, o0 N z Lo FIRBUR-119000170 (n UO w 4 WW T © r Ti w LU Z>O> � X Z www T R/w w_W_�T 2 z O Q a m O e F e�®m®�_e o4 R/W 2' �® =®e _e vo m_ e4 de�de O m CL L� I— EOP =-tee® em ®�� = EOP EOP EOP 1 ~ H o � Q EOP 285' BORE ss 1 I ss 2i w 0 I � U O - - --- -- ----- - --CL-------—---- — -- C L— --— -- —-- --- C LU ss SW 141 st Ave ss OP EOP EOP EOP EOP V d ENGINEER:NATALIE FORST O R/W R/W R/W R/W R/WO LLI DRAWN BY:ZACH COURNOYER -j Z SCALE: 1:20 U Q REVISION: Q SHEET__jL OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE ITI / SPECIFICATIONS SHALL REMAIN GS D THE O U) PROPERTY OF MCI COMMUNICATIONS SERVICES INC,BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A�Da(�6YGrou Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES PLAN p CALL BE FORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TIG_027,028,02.9,030,032, I �"' VIEW M 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034:AUTOCAD.DWG 1 v v 48HOURSNOTICEREQUIRED AT THE EXPENSE OF THE CONTRACTOR. 1 2 3 a 5 s 7 s NORTH 408' 408' 257 151' 66' F 66' BORE AT 42" PL(1)2"HDPE PULL(N)72CT FIBER PULL(N)48CT FIBER SLACK LOO SLACK LOO PLACE(N) 4'x4' Vd/ THROUGH(N)CONDUIT THROUGH(N)CONDUIT 1-72CT 1-48CT 36"x60"x36"HH BORE PIT I- W/TRACER WIRE W/TRACER WIRE FIBER CABLE FIBER CABLE MATCH TO SHEET 49 LU PRI-CALF SITE ENTRANCE TO BULL {INSTT RD AND 141AVE/7 CALF S ECRANRNG WASHINGTON TIGARD,OR \ SW 141 ST AVE j W/O VZ1 FP-1030 \ 15365 Q PNW-CALF 10-A �\ u F— TIGARD \ I e a � O Lu n Lu y U O \ e U Z v` , FIB:BUR::119000170 O n ; 00 \\ O W Q /l W U :D W . R/W Z Of O ® 5' Z U) 0 eek N Z !- sEOP e e SS 257' 60 RE EO P ' POP SI EWALK PANEL FOR (n w O y% \ \/s O O O 21 EXXTENDS TO(BACK OF ORE IT.APPEARS SIDEWALK O> \ 3' // PO IDEWA ANE R V N U Q Q W / A BOR PIT.APPEARS SIDEWALK Z m s 1 r EXT NDS TO BACK OF ROW --- ----CL--= ------ — -- —�� ------ m a- U- % d -------CL-- W W �o /o,OQ FIB:BUR::1190001 0 � � L % 14;0 Q®o �s'� C�_ EOP EOP U O �% \� �/ 4 i J� R/W Q \ POP SIDEWALK PANEL FOR L /��� BORE PIT.APPEARS SIDEWALK ` CALF 5A �/\ EXTENDS TO BACK OF ROW 1�c 33'`x- ENGINEER:NATALIE FORET A I / DRAWN BY:ZACH COURNOYER 11@@I SCALE: 1:20 POP SIDEWALK PANEL FOR ` NEW HH. APPEARS SIDEWALK REVISION: - FIB:BUR::119000181 ` 0 EXTENDS TQ BACK OF ROW \e J SHEET E_ OF 72 E%CEPT AS MAV BE OTHER W SE PROVIDED By CONTRACT.THESE GS SPECIIFICATIONS SHALL REMAIIN THE D r \ PROPERTY OF MCI COMMUNICATIONS o CjJ \ SEPRODU ED,COPED,OS HSE NOR ICES INC BOTH BEING ISSUED TA BE REPROCUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN 66 O Q PERMISSION. V `, d 66' © 7'- % \ UNDERGROUND UTILITIES HAVE BEEN PLOTTED �\ FROM AVAILABLE RECORDS AND FIELD � •• OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS A/�9vsAO0/Grou Co.an RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TIG_02.7,028,029,00,032. PLAN VIEW NN 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 1-8O-424-5565 REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NO RTH 131' 141' 141' BORE AT 42" PL(1)2"HDPE PULL(N)48CT FIBER ISLACK LOO PLACE(N) 4'x4' TRENCH AT 42" 4"RISER THROUGH(N)CONDUIT 1-48CT 36"x60"x36"HH BORE PIT W/TRACER WIRE FIBER CABLE PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SITE COUNTY: WASHINGTON \ CITY: TIGARD.OR CONST.W/O# VZ1 FP-1030 Z� SITE NAME PNW CALF 10-A dSW ODINO CT CRAN/RING TIGARD Q-�� 66'® 14254 R \ T ® \ w U_ ° > O w NEW HH IN GRASS A EA 0 \ w NE OF TOWER w U ° 7-R/W Z Z CALF 5A °� \ oIII-O 0 z U 6((na-R O Of U ��0> o �O �ZUa Q m Q m w � O� cIf o w J °° � co H H w :D o ° -z7� FIB:BUR-.119000181 ° ENGINEER:NATALIE FORET Lc) DRAWN BY:ZACH COURNOYER \ LU W SCALE: 1:20 ° W = REVISION: 0 SHEET _ OF 72 E%CEPT AS MAYBE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE \ U PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN \ Q STRICT CONFIDENCE AND SHALL NOT BE \ REPRODUCED.COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED P FROM AVAILABLE RECORDS AND FIELD _ 0 ( � OBSERVATIONS BUT ARE NOT NECESSARILY ,. EXACT. IT IS THE CONTRACTORS A�+%J� Du�GroupCompany RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR_TI 027,028,029,03B4O32, L/�I a�I tl VIEW �� OO -800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034:AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3 _ 216' 216' 216' BORE AT 42" PL(1)2"HDPE PULL(N)48CT FIBER PRI-CALF SITE ENTRANCE TO BULL THROUGH(N)CONDUIT NT RD AND 141ST AVE/7 CALF SI W1 TRACER WIRE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZlFP-1030 SITE NAME PNW CALF 1D-A CRAN/RING TIGARD r1 w Lo U z T ASN Ftp �RILU > 0 � w U RCN SW BULB ACU — Rlw _p .® ° Z z � ° NG LV�NERAN CNU _ _ ¢ a �- z 0 CL CHRIST THE KI Rlw 2� U ��ppe®�1 2 3 UtAOQ Q m 3���p_�"p Epp 2 Q J — -----_--GL H Epp F LLJ LLJ siGL wU o U) EOP o 0 FIB:BUR::119000163SW24 - Q U EOP Eop IW -- R ENGINEER:NATALIE FORST DRAWN BY:ZACH COURNOYER Epp RIW- OUNT A11�1 RD SCALE: 1:20 REVISION: - Epp RIW SW o14S SHELL SHEET__�? OF 72 AIV_^K� EXCEPT AS MAY BE OTHERWISE PROVIDED BYBY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN RIS V Al STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT, IT IS THE CONTRACTORS AGroup Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE:POR TIG_D27,02e,029,030.032, PLAN VIEW PIP I-a00-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCAD.DWG 48 HOURS NOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. NORTH 1 2 3 4 5 6 7 - BORE AT 42" PL(1)2"HDPE PULL(N)48CT FIBER LACK LOO PLACE(N) 4'x4' 4"RISER PRI-CALF SITE ENTRANCE TO BULL THROUGH(N)CONDUIT 1-48CT 36"x60"x36"HH BORE PIT NT RD AND 141ST AVE/7 CALF SI W/TRACER WIRE FIBER CABLE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZl FP-1030 SITE NAME PNW CALF 10•A / CRAN/RING TIGARD CALF 10A / cn / w z SI\N > o fib �g�R 6222 PGE_ _--�EOp cwn C 2 / 4 R SIW o ZO � � � eop N z _ N f� Sl�®• 2 (n d I o _ ___ (n ' • • EW IN LANDSCA E __ O> Z W •.��• eop 1 AREA BEHIND SIDEWALK C� i Z U Q Q m �SfW� 2 3 3 = _ C3 l w w eop 3 c�~` I- o ss FIB:BUR::119000163 _ �� ;' � ? F- Q A14 Rfl , Q SW �0 ENGINEER:NATALIEFORET EOP �OQ O� /'OQ DRAWN BY:ZACH COURNOYER `V SCALE: 1:20 EQP REVISION: �-� SHEET OF 72 Rfw 111 1' EXCEPT AS MAY BE OTHERWSE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE .A REPRODUCED,COPIED,OR USED FOR ANY \,O PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD p OBSERVATIONS BUT ARE NOT NECESSARILY ( y EXACT. IT IS THE CONTRACTORS AF==DGC,7=Grou Company RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES CALL BEFORE YOU DIG PRIOR TO CONSTRUCTION.COMPLETE REPAIR FILE'Port TIG_027,028,029,a30,032, PLANa�I tl V I�� 1-800-424-5555 OF ANY AND ALL DAMAGES INCURRED SHALL BE 033,034;AUTOCA➢.DWG 48 HOURSNOTICE REQUIRED AT THE EXPENSE OF THE CONTRACTOR. 36"X60"X36" HH DETAIL PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF S COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZI FP-1030 SITE NAME PNW_CALF 10-A CRAN/RING TIGARD W U Z > O w r Lu W U ~ Z Z a�oo U a-RO O d O �0 U Ucn()Q Z Lu Qm o w ILL � J t U) 0 0 w ° ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: WI REVISION: - \� SHEET _ OF 72 EXCEPT AS MAY BE OTHERSE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES UNC,BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. A/EMMUMCMGroup Company MATCH TO H H O N PG 11A FILE:POR TIc_027,026,029,030,032, 033,034;AUTDCAD.DWG 36"X60"X36" HH DETAIL _ PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.VV/O# VZl FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD 0 0 cn w U z w w OU V) Z) O Z Z 0 U U a�oaEE o 0 0 2Q� U co Q w Cc Q m EL LL a L�j co 0 0 w 0 Q ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: - 0 oSHEET OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT.THESE DRAWINGS AND SPECT FICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED.COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. a fivom, A/ll@@WaXPM rou Com an MATCH TO HH ON PG 14 A FILE:PoR IG_0n,0ze,0z9,030,03z. 033,034;AUTOCAD.DWG 36"X60"X36" HH DETAIL - PRI-CALF SITE ENTRANCE TO BULL MT RD AND 141ST AVE/7 CALF S COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZl FP-1030 SITE NAME PNW CALF 10-A CRANIRING TIGARD 0 0 w U Z > O Of LU w U Z Zof 0 O a� IN Oa-2 O Z NW Lu 0 0 0 O> zcr Ucl�Ua Z w a m �Q m a LL Lu w F— 0 J It U) j F— U O a ENGINEER:NATALIEFORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: - 0 oWI SHEET�� OF 72 EXCEPT AS MAY BE OTHERSE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED.COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. Afi Group Company MATCH TO HH ON PG 17 A FILE:POR TIG 0zv,0zR,0zv.030,03z, 033,035;AUTOCAD.DWG 36"X60"X36" HH DETAIL t PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SI COUNTY: WASHINGTON CITY: TIGARD.OR CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A GRAN/RING TIGARD o a w U Z Ow w U Z Z 0 o00 z v m U) R O CL 0 a ft U to Um Z w J m LL 0 0 w 0 Q ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION - a a SHEET SL OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT.THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN r PERMISSION. AGroup Company MATCH TO HH ON PO 20 A FILE:POR_TIG 027,028,029,030,032, 033,034;ALTrOCAD.DW G 36"X60"X36" HH DETAIL _ PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SI COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRANIRING TIGARD 0 0 w U Z of w O° Lu Z Z 0 0O_ NO z v �10dE ° a O O 0 UJU �ZVQ � m m a- LL w w � J c O O w ° Q ENGINEER:NATALIE FOREr DRAWN BY:ZACH COURNOYER SCALE: REVISION: - 0 o SHEET�E OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAVANGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SER ICES INC.BOTH BEING ISSUEDIN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. m A6 Group Company MATCH TO HH ON PG 22 A FILE:POR_TIG_027,028,029,030,037., 033,034;AIfr0CAD.DWG 36"X60"X36" HH DETAIL MCI. PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SITES COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME PNWL.CALF 10-A CRANIRING TIGARD 0 0 U W U Z > O w W U U) O z O 0 cl) U O_ N Z o U)CLE2 O N0 U Uco0< Q w � m CD Q Lu L cl) I- U O Q ENGINEER:NATALIE FORE? DRAWN BY:ZACH COURNOYER SCALE: REVISION: - 0 o SHEET OF 7? EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. A1VINIRB&IWW Group Company MATCH TO HH ON PG 23 A FILE:POR-T'G-on,028,029,030,032, 033,039;AUTOCAD,DWG 36"X60"X36" HH DETAIL t PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF 5 COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD 0 0 U) W U z w W Q F- z Z Nto O0 � U (-R O a_ 0 0 TO Ix U CUcAUQ ¢ m C z m J LL Lu L�j 0 J Fh tz N ? F- 0 0 Q ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: - 0 o SHEET OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. AMEN1041111111CWGroup Company MATCH TO HH ON PG 26 A FILE:POR_TIG 0)],026,029,030,032, 033,034;AUTOCAD.DWG 36"X60"X36" HH DETAIL C _ PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF S COUNTY: WASHINGTON CITY: TIGARD,OR CONST.WIO# VZIFP-1030 SITE NAME PNW CALF 10-A CRANIRING TIGARD 0 0 w U z w w b Z z � 00 0 z U 2 O Lu oU�Uz w m Q m w LL Lu w Q J U) FJ3 UZ) F- 0 < O Q ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: - 0 o SHEET__,,_ OF 72 EXCEPT AS MAY BE OTHERbMSE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. A 11111111181MAPIM Group Company MATCH TO HH ON PG 29 A FILE:Pop,_Tlc 027.02e.029,030,032. 033,034;AUTOCAD.DWG 36"X66"X36" HH DETAIL MCI. PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF S COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZIFP-1030 SITE NAME PNW CALF 10-A GRAN/RING TIGARD 0 0 W U Z � � w W U Z Z O _ 0 Cf)U � NaE O a- 0 0 20LLJ U co Q< w gZ m a_ ILLm E- o w O U O Q ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: - 0 o SHEET�7 OF n EXCEPT AS MAYBE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. A fi /LI Group Company MATCH TO HH ON PG 29 B FILE:POR TIG 027,028,029,030,032, 033,039;AUT'OCAD.D W G 36"X60"X36" HH DETAIL I Q_ PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SI COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME NV,CALF 10-A CRAN/RING TIGARD o a U) w U Z w w o Z Z 0 U a�oaR o UcAUQ Q w �Z J m Q m o � j o a U O Q ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: - o a WI SHEET _ OF 7z EXCEPT AS MAY BE OTHERSE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR VSED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. Y�•`Ae t 0 r033,034;AUI0M.DWG Grou CompanMATCH TO HH ON PG 32 A RT[G0i7, 029,030,032, 36"X60"X36" HH DETAIL - PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF 5 COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZi FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD 0 0 w U Z Ow w U Z Z 0 O a�Oa2LLJ z N� O O 0 ��O> ZLJ UcAU Z w g� m ¢ m a LL Lu L�j U) ? F- 0 � U O Q ENGINEER:NATALIE FOREF DRAWN BY:ZACH COURNOYER SCALE: REVISION: 0 oSHEET � OF n EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SP CIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, A/ Group Company MATCH TO HH ON PG 35 A FILE:POR TIG_027,028,029,030,0,32, 033,034;AITTOCAD.DW G 36"X60"X36" HH DETAIL MICE PRI-CALF SITE ENTRANCE TO BULL NT RD AND 191ST AVE/7 CALF SITE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1FP-7030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD 0 0 U) w U z w c) w 0 Z 0 z U 00 V5aEE o N0 W U UcnUQ z w m_ LL w � J f— 0 o U o Q ENGINEER:NATALIE FORST DRAWN BY:ZACH COURNOYER SCALE: REVISION: 0SHEET OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. A�NAW Group Company MATCH TO HH ON PG 35 B FILE:POR_TIG_027,028,029,030,032, 033,039;AUTOCAD.DWG 36"X60"X36" HH DETAIL wict PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SI COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZIFP•1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD a a W U Z > O_F- w T- � U ZZ 0 U) U a�OaR O EL o a _20 U UcnUQ Q w Q m m [L LL ❑ w w ❑ J a a w O a ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: a aSHEET OF 7z\M E%CEPT AS MAY BE OTHERSC PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. L 1-14 A Group Company MATCH TO HH ON PG 38 A FILE:POR TIG_127,02e,029,030,032, 033,034;AOTOCAD.DWG 36'°X60"X36" HH D ETA I L MCF PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SI COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD 0 0 w U Z w Of w o F- Z Z0 00 0 U U aR o IL 0 0�� ° UtAUQ Q m Z J �Q7 m a_ LL LLJ F 0 J N ? F- 0 0 ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: - 0 o SHEET OF 72 EXCEPT AS MAY BE OTHERW SE PROVIDED BY CONTRACT,THESE DRAW NGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES ING.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USEDFOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. AOIiMIi AMII Cam an MATCH TO HH ON PG 43 A FILE:P01TIG_027,028,029,030,032, 033,034;AUTOCAD.DWG 36"X60"X36" HH DETAIL MCI. PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SI COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZ1 FP-1030 SITE NAME NW CALF MA CRAN/RING TIGARD 0 0 W U Z � w W U Z Z 0 (j) U (T) (j) OU � LU O o �20> z °Zco Q m CO a- LL o a w ° Q ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: - 0 oSHEET OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED By CONTRACT,THESE DRAW NGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED,OR USEDFOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. M!. 44M A PENNEL04AFCIM GroupCompany MATCH TO HH ON PG 43 B FILE:POR TIG_027.028,029,030,012, 033,034;AUT0CAD.DWG 36"X60"X36" HH DETAIL MCI. PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF 5 COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZl FP•1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD 0 0 U) w U Z w w o Z Z 0 00 o c/) U a� �a2 0 CL 0 0 0 U UuJUz w �Z m m LL w w o a w � ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION 0 o SHEET�� OF 72 EXCEPT AS MAY BE OTHERVNSE PROVIDED BY CONTRACT,THESE DRAMA NGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COP IED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION, A IINEIRM Y Group Company MATCH TO HH ON PG 46 A FILE:POR_TIG 027,029,029,030,032, 033,039;AUTOCAD.DWG 36"X601'X36" HH DETAIL CI- PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST AVE/7 CALF SI COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZl FP-1030 SITE NAME NW CALF 10-A CRANIRING TIGARD 0 0 W U z Iw W U Z Z _ O Q 0 Z U d EO a- 0 0 �< z ° �Q < < co LL o ww � J O o Wo Q ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: - O O SHEET OF 72 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,GOP IED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. A 111111111111RIIIII&AMM Group Company MATCH TO HH ON PG 50 A FILE:POR_TIG 027,028,029,030,032, 033,039;AUFOCAD.DWG 36"X60"X36" HH DETAIL - PRI-CALF SITE ENTRANCE TO BULL NIT RD AND 191ST AVE/7 CALF SITEE COUNTY: WASHINGTON CITY: TIGARD,OR CONST.W/O# VZi FP-1o3o SITE NAME PNW CALF 10-A CRAN/RING TIGARD a a U) w U z lw w U Z Z I— 0� p0 0 C/) U mcnn-EEa O a_a 0> � Uc/)UQ zw m_ I w L F— 0 J t N o a w 0 Q ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: - a a SHEET�_ OF 72 EXCEPT AS MAY BE OTHER`MSE PROVIDED BY CONTRACT,THESE DRAMA NGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES I NC-BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. A/iMe99APOW Group Company MATCH TO HH ON PG 51 A FILE:PDR_TIG_027,028,029,03a,032, 033,034;AUTOCAD.DWG 36"X60"X36" HH DETAIL MCI. PRI-CALF SITE ENTRANCE TO BULL NT RD AND 141ST 17 CALF SI COUNTY: WASHINGTON CITY: TIGARD,OR CONST.WIO# VZ1 FP-1030 SITE NAME PNW CALF 10-A CRAN/RING TIGARD 0 0 U) w U z w o w DF- CIO Z Z of o O 0 z c) U) EE O CL O O 0W U U co Q w m Q m EL LL w 0 o U O ENGINEER:NATALIE FORET DRAWN BY:ZACH COURNOYER SCALE: REVISION: - 0 oSHEET�� OF 72 EXCEPT AS MAV BEOTHER SE PROVIDED BY CONTRACT,THESE DRAW NGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES INC.BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED,COPIED.OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTFN PERMISSION, Mm A/11811111MARMGroup Company MATCH TO HH ON PG 53 A FILE:FOR-TIG-027.0ze,0zs,D30,03z, 033,034;AUTOCAO.13WG MCI METRO PRI=CALF SITE ENTRANCE SW BULL MOUNTAIN RD: SW PACIFIC HWY - SW 141 ST AVE TIGARD, OR CONTACTS SHEET INDEX +n NATALIE A. FORET SW 1, 5WGaar7a5i S"`C<'a` No. DESCRIPTION H&M ENGINEERING 1 COVER PH# 503-758-7227 y�� `�"r'°``"`"`'`'"�°`` 2 GENERAL NOTES ..rte r,:, NFORET@HENKELS.COM a _ - ~°r 3 PLAN-TYPICAL LANE Main R SVd Buil CLOSURE(S) 4PLAN-TYPICAL LANE Y. `' 5vJ Bull Nounlin Pc! SW64di(.0.11ibinRd nine liaF}r'Imv_nt5Q SHIFT(S) - o 5-6 PLAN-INTERSECTION AT HWY 99W&BULL MT RD Axboi i{r:iclh i' 'g _ Kiny City Putilc:� R 'n 3.v: �=" ;. z ._ >ti� j� �. Surnm�rfleld�t�i?rimRnt. +st3-'F _ •�+ ;jy C Y .S' * r 'n"'' •' n �'.fv1�*"'ii�313tl�ii VJillf.iti i k 0i ihn P,i:n,a ' r °^Y✓Ourh�rn Pd ,,{s 7r 7 VICINITY MAP •]-, a�4_, nod � �E fr"n a t�i VZ1 FP-1030 1947 CLAXTER RD NE SEC: TEMPORARY DIAL $11 RNG: e SALEM,OR SHT UTILITIES PH: 971.600.0601 TRAFFIC CONTROL CALL LOCATE } BEFORE YOU FAX:971.275.1862 PLAN OF 6 DRWN: T POTE nxutilities.com SCALE:NONE DATE: 5-15-18 DIG MERGING,SHIFTING, AND SHOULDER TAPER LENGTHS GENERAL NOTES: AND NUMBER OF CHANNELIZATION DEVICES USED (ALL MINIMUMS) — INDIVIDUALS WHO ARE KNOWLEDGEABLE IN THE PRINCIPLES OF PROPER TTC LANE 10 FEET 11 FEET 12 FEET SHOULDER TAPERS SHOULD BE ASSIGNED RESPONSIBILITY FOR SAFETY IN TTC ZONES, TO CHECK THAT WIDTH (ASSUMES 10'SHOULDERS ALL TTC DEVICES OF THE PROJECT ARE REASONABLY CONSISTENT WITH THE TTC L 1/2 L L 1/2 L L 1/2 L PLAN AND ARE EFFECTIVE IN PROVIDING REASONABLY SAFE CONDITIONS FOR MOTORISTS, BICYCLISTS, PEDESTRIANS, AND WORKERS. MPH MERGING DEVICES SHIFTING DEVICES MERGING DEVICES SHIFTING DEVICES MERGING DEVICES SHIFTING DEVICES MPH (ft) DEVICES LENGTH — AS WORK PROGRESSES TEMPORARY TRAFFIC CONTROLS AND/OR WORKING 20 70 6 35 3 75 6 40 3 80 6 40 3 20 25 3 CONDITIONS SHOULD BE MODIFIED IN ORDER TO PROVIDE REASONABLY SAFE AND 25 105 6 55 4 115 7 60 4 125 7 65 4 25 35 3 EFFICIENT ROAD USER MOVEMENT AND TO PROVIDE WORKER SAFETY. THE INDIVIDUAL RESPONSIBLE FOR TTC SHOULD HAVE THE AUTHORITY TO HALT WORK UNTIL 30 150 8 75 5 165 9 85 5 180 10 90 5 30 50 3 APPLICABLE OR REMEDIAL SAFETY MEASURES ARE TAKEN. 35 205 8 105 5 225 9 115 5 245 9 125 5 35 70 4 — ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED AS SOON AS 40 270 10 135 6 295 11 150 6 320 12 160 6 40 90 4 PRACTICAL WHEN THEY ARE NO LONGER NEEDED. 45 450 16 225 9 495 18 250 9 540 19 270 10 45 150 6 — WHEN WORK IS SUSPENDED FOR SHORT PERIODS OF TIME, TTC DEVICES THAT ARE 50 500 14 250 8 550 15 275 8 600 16 300 9 50 170 6 NO LONGER APPROPRIATE SHALL BE REMOVED OR COVERED. 55 550 15 275 8 605 16 305 9 660 18 330 9 55 185 6 — AUDIBLE INFORMATION DEVICES ARE TO BE USED, TO ASSIST PEDESTRIANS WITH 60 600 16 300 9 660 18 330 9 720 19 360 10 60 200 6 VISUAL DISABILITIES, WHERE NEEDED. 65 650 17 325 9 715 19 370 10 780 21 390 11 1 65 220 7 — ALL DRIVEWAYS ARE TO REMAIN OPEN AT ALL TIMES. 70 700 19 350 10 770 20 385 11 840 22 420 12 70 235 7 — ALL TTC WILL BE COMPLIANT WITH THE MUTCD MANUAL 2012. shoulder taper equals Shoulder Width z Speed/3 DEVICE SPACING CHART 50/70 mph 40 ft 80 ft 35/45 mph 30 ft 60 ft 25/30 mph 20 ft 40 ft The number of channelizing devices listed is the minimum required.Use of more devices should be considered if additional delineation is desired. " Termination taper,when used,should have a minimum length of 10O ft per lane with devices placed approximately 20 ft O.C. VZ1 FP-1030 TM: SEC: PM-CALF SHE ENTRANCE DIAL o w.o.: 1947 CLAXTER RD PIE p ��.0L()�D� PH: 971.600.0601 S SALEM,OR RNG: �7EIIV�p ERQLL TCP ®TES CALL LOCATE SHT �e � .. to FAX:971.275.1862 BULL MT RD: HWY 99W-141ST AVE BEFORE YOU DRN:T POTE nxutilities.com SCALE: NONE DATE:T 152018 TIGARD, OR DIG OF 6 TWO-WAY TRAFFIC WITH FLAGGERS WORK IN STREET WTPH AUX[IARY TURN LANE CLOSURE,INTERSECTION CONSTRUCTION HOURS: 9:30AM-3:OOPM/9:OOPM-5:OOAM DRIVEWAY(S)TO REMAIN DRAWING NOT TO SCALE! n �j OPEN AT ALL TIMES !--- ----- I WORK AREA FOLLOWS 350 FT PH � � � � NORTH CURB/EP OF /// /✓ !ll��� CONTRACTOR SHALL NOTIFY �+ PROPERTY OWNER 72 HOURS IN SW BULL MT RD ®'m° I ADVANCE OF DRIVEWAY CLOSURE 350 FT 350 FT MAINTAIN 4'MIN.PEDESTRIAN 11 CROSSWAY AT ALL TIMES sHALI.MAMIAINtIyMINIMUM 25 MPH=100 WORK AREA SHIFTS AS FLAGGER TO DIRECT AND ASSIST LAdtEwmrHAT/1LLTIMES CONSTRUCTION ALLOWS PEDESTRIANS AROUND WORK AREA ----- _ 30-35 MPH=250 FT 350 FT I AS REQUIRED. DRAWING NOT TO SCALE E— E— I WORK AREA FOLLOWS — — — — — — — — NORTH CURB/EP OF —� —� ' SW BULL MT RD p p A p A p p p A SW BULL MOUNTAIN RD f IA° __ _ ,h �25MPH;1100 STREET NAME �" DOWNSTREAM TAPER 35 H=250 FT wro�pIS AT ALL LL TRAES FOR SW PACIFIC HWY/99W t` I Do FT per�nmOmam A ( `' WAY RAFFIC FOR I ' BETWEEN WORK � _ --_ $1R 144TH AVE } WORK ZONE AS NEE�EU p ZONE VARIABLE AS NEEDED AND .—_— t. ZONE A Is SW BULL MOUNTAIN RD I A A STREET NAME A 40 " SW PACIFIC HWY/99W p 315 POSTEDSPEED I5 315 FIC HEN FT 13UFFER SPACE BETI A BUFFMSSPACE n SW 144TH AVE n ALL LENGTHS ARE MINIMUM I h FLAGGER TAPER AND p DISTANCES UNLESS ''-1,; 100 FT merimimr I p OTHERWISE NOTED -- --- - I 40 A PLACE SIGNS ON ALL SIDE 350POSTED SPEED I p 107 FT-113L STREETS,NAT THE TRAFFIC p CONTROLOL SH0000ER TAPER ZONE I ° ( ALL LENGTHS AREMIMMUM I p DISTANCES UNLESSOTHERWISE NOTED p FOR DIMENSIONS CONSULT CITY OF SALEM I 350 'TEMPORARY TRAFFIC CONTROL FT PLACE SIGNS ON ALL SIDE SPACING TABLES' TRATC.OHiROL ZONE FLAGGER � I 350 FT 350 FT FHA5V # 2A I , Slaht distance shall be maintained at an PdAk and private intersections and driveways.X sight distarxe is not adievable.Prim approval by the City Sight dis>mre shaE be m bdxbled at all plc and prhete hlterse�iva and&tm wys.If 9ght d emm a Is not adf prior approval M the Ory Traffic Engineer Is requlmd to eidw resWd hon movemertls a use flaawers and shall irxJude eooMination%ft the affected prop"/bmi owner(s). Traft&Vkm err is fetglh.M to eCra rrslrlQ tum m mnerf Q usa Ikggas and silo&Irdlde mordinow Mth the a feRad p oMW/kosfness owner(s). VZ1 FP-1030 TvvN: SEC: PRI-CALF SITE ENTRANCE DIAL 811 W.O.: 1947 CLAXTER RD NE RNG: UTILITIES SALEM,OR TRAFFIC CONTROL PLAN CALL LOCATE SHT 3 PH: 971.600.0801 FAX:971.275.1852 30 ° 60 1 T POTE BULL MT RD: HWY 99W-141ST AVE BEFORE YOU DRN: TIGARD, OR DIG OF 6 nzutllitles.com SCALE: 1"=60' iD E:5/15/2018 SHIFTING PLAN.3 LANE STREET CONSTRUCTION HOURS: `_;I-II FTI NG ALAN.IX)CA1.STIZEM' �. 9:30AM-3:OOPM/9:OOPM-5:OOAM °YOk` I I WORK AREA SHIFTS AS DRIVEWAY(S)TO REMAIN WORK AREA SHIFTS AS I 350 CONSTRUCTION ALLOWS OPEN AT ALL TIMES CONSTRUCTION ALLOWS CONTRACTOR MALL NOTIFY *� PROPERTY OWNER 72 HOURS IN WORK AREA FOLLOWS ADVANCE OF DRIVEWAY CLOSURE WORK AREA FOLLOWS NORTH CURB OF MAINTAIN 4'MIN.PEDESTRIAN EAST CURB UNE OF 160 FF=xL _ SW BULL MT RD CROSSWAY AT ALL TIMES 100 FT 141ST AVE TURN LANE TAPER FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA A AS REQUIRED. �,, DOWNSTREAM TAPER i �5� DOWNSTREAM TAPER SHALL MAINTAIN 10'MINIMUM �. fy CS F7 1 00 FT per lane maxmm n 100 FT per lane maximum LANE WIDTH AT ALL TIMES _ _ "_ SHALL MAINTAIN 20'MINIMUM L h WIDTH AT ALL T1MFS T VARIABLE AS NEEDED FOR 2-WAY TRAFFIC \ VARIABLE AS NEEDED ��)''WORK -..... S WORK IZONE WORK SITE ADDRESS `\- ,` A ZONE Sl � SW BULL MOUNTAIN RD STREETNAME , _ SW 141ST AVE A 158 FT SW PACIFIC IHIE YN/99W t BUFFER SPACE SW BULL MOUNTAIN RD y SUFFER SPACE o oa SW 144TH AVE `W BETWEEN j AND ( I A SW VIEWPOINT CT AND I 40 POSTED SPEED } -' 160 25 I 63 FT=�L �% [JKEEp SHIFTINGTAPER POSTED SPEED SHIFTING TAPER DRAWING NOT TO SCALE —` ', h IDRAWING NOT TO SCALE '" ALL LENGTHS ARE MINIMUM i 5 DISTANCES UNLESS I OTHERWISE NOTED .� ALL LENGTHS ARE MINIMUM I j DISTANCES UNLESS I Illi i :1 350 FT _OTHERWISE NOTED 100 FT PLACE SIGNS ON ALL SIDE +! /> STREETS,VATHIN THE e TRAFFIC CONTROL ZONE �' I PLACE SIGNS IALL SIDE WITHIN 111N THE _y\�0'�,rf TRAFFIC CONTROL ZONE � I I 350 F1 I � { 100 FF PHA5F FHA5� # #� T Sight disra shall be maktaOled at all public and private intersections and do eways.R s_ distart2 is not ndtievable,pnv approral by the City Sight distance shall be maintained at all public and private Intersections artd driveways.If sight distarxe is Trot achievable,Priv approval by the City Traffic Engineer Is mq*ed to either mstdrt bum movements v use flaggets and stall hldude comdinabm with the affected prope tvfbusiness owner(s). Traffic Engineer 5 reglsed to either resttict tum movetTwft v use flaggers and shall include monfinabw with the affected property/buss a owner(s). VZ1 FP-1030 TM: PRI-CALF SITE ENTRANCE DIAL 811 w.o-: SEC: y y:MTs 1947 CLAXTER RD NE RNG: UTILITIES PH A LEM,ORG01 TRAFFIC CONTROL PLAN CALL LOCATE SHT 4 (t FAX:971.275.1852 30 0 60 DRN:T POTE BEFORE BULL MT RD: HWY 99W-141ST AVE EF YOU O nwUlltIes.com SCALE: 1"=60' DATE:5/15/2018 TIGARD, OR DIG 0F 6 FTRAFFIC CONTROL LEGEND O ' 0 FLASHING ARROW BOARD BARRICADE o / PHA5F # I / FLAGGER TYPE 2 BARRICADE TRAFFIC SIGNAL ® TYPE 3 BARRICADE HIGH LEVEL WARNING DEVICE K—RAIL y TRAFFIC SIGN ® WORK AREA 4 TRAFFIC SIGN W/STAND CONSTRUCTION HOURS: 9:30AM-3:OOPM/9:OOPM-5:OOAM DRIVEWAYS)TO REMAIN OPEN AT ALL TIMES F11-0o�y�, , CONTRACTOR SHALL NOTIFY PROPERTY OWNER 72 HOURS IN / ADVANCE OF DRIVEWAY CLOSURE MAINTAIN 4'MIN.PEDESTRIAN CROSSWAY AT ALL TIMES FLAGGER TO DIRECT AND ASSIST' //// �\ PEDESTRIANS AROUND WORK AREA AS REQUIRED. / / / / / / / o`er MATCH TO SHT 6 VZ1 FP-1030 TWN: SEC: PRI-CALF SITE ENTRANCE DIAL Wo.: 1947 CLAXTER RD NE SALEM,OR RNG TRAFFIC CONTROL PLAN 811 SHT UTILITIES r� CALL LOCATE AX:971.275.1852 30 0 60 BULL MT RD: HWY 99W-141ST AVE BEFORE YOU DRN:T POTE nxutilities.com SCALE: 1"=60' DATE:5/15/2018 TIGARD, OR DIG OF 6 MATCH TO SHT 5 6 r TRAFM x � SD A=�9 11,MIN•LANE �o� c�m MO��j Ati� RD y° c� `'MI LAE GAND sw $u� Ap MPN �Ky NQS 1 �� 9CNSTRCTION HOURS: 03 AMU3 OOPM/9:OOPM-5:OOAM 160 I ^h Q DRIVEWAY(S)TO REMAIN SHIFTING TPQ OPEN AT ALL TIMES CONTRACTOR SHALL NOTIFY 350 / gtiFo HOURSPROPERTY OWNER 72 ADVANCE OF DRIVEWAY CLOSURE 350 £ MAINTAIN 4'MIN.PEDESTRIAN 550, r N g CROSSWAY AT ALL TIMES FLAGGER TO DIRECT AND ASSIST �i am PEDESTRIANS AROUND WORK AREA AS REQUIRED. l o / TRAFFIC CONTROL LEGEND D FLASHING ARROW BOARD BARRICADE CFLAGGER TYPE 2 BARRICADE PHA5� I TRAFFIC SIGNAL TYPE 3 BARRICADE HIGH LEVEL WARNING DENCE o K-RAIL d TRAFFIC SIGN ® WORK AREA 41 TRAFFIC SIGN W/STAND VZ1 FP-1030 TWN: SEC: PRI-CALF SITE ENTRANCE DIAL 811 W O. 1947 CLAXTER RD NE RNG: I UTILITIES SALEKOR TRAFFIC CONTROL PLAN CALL LOCATE SHT 6 PH: 971.600.0601 FAX:971.275.1852 30 fi0 BULL MT RD: HWY 99W-141ST AVE BEFORE YOU DRN:T POTE TIGARD OR OF 6 nxutilities.com SCALE: 1"=60' DATE:5/15/2018 DIG I