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PFI2021-00000 City of Tigard PFI#: ENGINEERING DEPARTMENT . Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name: 5510033 - Tigard ® TYPE 1—Franchise Utility Work Brief description of project: Ziply Fiber is requesting permission to access performed byNWN,PGE, orutiliry p p agency PEDs for new fiber cable placement as well as splicing ❑ TYPE 2—ROW Sidewalk/Driveway/Sewer Work performed for the purpose o£ • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): 13850 SW Beef Bend Rd main line tap ❑ TYPE 3—Full Scale Development Work performed with land use approval which includes any of the following: • Subdivisions or Partitions APPLICANT INFORMATION • Streetwidening Name: Amber Barnes on behalf of Ziplly Fiber • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 3831 204th St SW water service area City/State: Lynnwood WA Zip: 98036 ❑ TYPE 4—Small Cell Technology Phone: 816-703-7729 ® TYPE 5—Tigard Triangle abarnes@chcconsulting.com g16-703-7729 Email: Phone: NOTE: Type 1 and 2 applications may be Contact name: David Collins emailed to rowpermitsp_dgard-or.gov. Phone: 425-263-4020 Email: david.collins@ziply.com CONTRACTOR INFORMATION ❑ Same as applicant Name: North Sky Communications CCB Number: 208747 Mailing address: 1875 N 6th St City/State: Coos Bay OR Zip: 97420 Phone: 360-254-6920- Ems: cmoldt@northskycomm.com ENGINEER INFORMATION Name: Mailing address: City/State: Zip: Phone: Email: ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ (within the public right-of-way) Is work related to a LAND USE DECISION? ❑Yes ®No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant" shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the owner's signature on the application. I, the applicant, certify that: • To the best of my knowledge, all the information provided within this application package is complete and accurate. • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,I will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. Awe' 8&rne-:�- Amber Barnes 11/2/2021 Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: Permit fee: Received by: Date: Approved by: Date: Notified by:---j-Date: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PFI Permit Fee.See below for calculations.Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7% (less the initial PFI Pen-nit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR STAFF USE ONLY • ' STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1-3:DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? ❑Yes ❑No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal ❑ Dimensions considered? (check all that apply): ❑ Small Cell ❑Macro ❑ Street Name How many install sites are proposed as part of this permit ❑ Site Address application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34) and an electronic version of all submittal The proposed equipment is located on which of the following: items. The plans must that include: ❑Public Right-of-Way ❑Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ General Notes (City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) ❑ Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design ❑ Water Provider Approval City of Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 SW Edge of f avement Ditch ---4P Streetlight I •—•—.—•—•—• —r—•— f. i s � I ' T–�iojaos cf'SeliveiTine-- � I .;i Existing House Existing Driveway 01 IL I I � L afl 1 o Existing Shop 1 Powerpole I = I Q 1 I� 1 7roperty Line II Fire Hydrant(F H) � � I Scale: 'l"=30' � I I � � I � I I � � I d REQUIREMENTSTYPE 1 AND TYPE 2: MINIUM SKETCH pp North arrow Property lines&dimensions Existing utilities locations (sewer, storm,water) Street&street names All existing structures Proposed work Existing curb or edge of pavement Utility&street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 4 of 4 TRAFFIC CONTROL PLAN GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE OREGON TEMPORARY TRAFFIC CONTROL HANDBOOK(OTTCH)LATEST EDITION. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE OREGON TEMPORARY TRAFFIC CONTROL HANDBOOK(OTTCH),STANDARD PLANS AND TM SPECIFICATIONS. 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES,AND DRIVEWAYS AT ALL TIME. 1 4. FLASHING YELLOW BEACONS,TYPE"B",SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA plyf iber OVERNIGHT. 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28"MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES,AND SHALL BE REPAIRED,REPLACED,OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY,AND SHALL INCLUDE A 12"HIGH-INTENSITY REFLECTORIZED SLEEVE, IF TRAFFI N PLAN 7 THESAFCOY O RACTOR HA LING CONSTRUCTION. TAIN,ONACONTIINUOUS BASIS,ALL SSIGNS, DEDURING LINEATORS NIGHT-TIME BARRICADES,ETC.,TO ENSURE PROPER FLOW AND 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. B9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING #5510033 PROPERTY OWNERS. 10. ADDITIONAL TRAFFIC CONTROLS,TRAFFIC SIGNS,OR BARRICADING MAY BE REQUIRED IN THE FIELD.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY WORK L 11. EXACT LOCATION AND TYPE OF CONSOTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION NAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING OCONDITIONS. 12. MOVE DELINEATORS AND/OR CONES TO SIDEWALK DURING NON-WORKING HOURS. REMOVE BARRICADES ETC.FROM TRAVEL LANE. PED ACCESS 13. REMOVE OR TURN OFF SIGNS DURING NON-WORK HOURS. 14. ALL CONFLICTING LINES, EXISTING CURB PAINT,AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD 13850 SW BEEF BEND RD. PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER AND/OR STATE INSPECTOR. T I G A R D, OREGON Table 2.1:Taper Length Formulas Table 2-4: Sign Spacing and Buffer Lengths (feet) POSTED or STATUTORY SPEED TAPER LENGTH,L(in feet) Posted Spacing Between Signs "Buffer" 40 MPH or Lower L=Oz Speed A B C Space 45 MPH or Higher L=W x S 20 50 Where_ L=Taper length in feet 25 100 100 100 75 W=Width of offset in feet S=Posted Speed in mph 30 100 35 350 350 350 125 40 150 Table 2-2;Taper Types and Lengths 45 180 Taper Type Length(in feet) 50 500 500 500 210 �8 Merging Taper(minimum) L 55 250 G' Shifting Taper(minimum) (112)L or U2 60 285 Shoulder Taper(minimum) (1/3)L or L/3 65 700 700 700 325 t!� G`,s%onbury Ln � Flogger(one-lone,two-way)Taper 50-100 feet 70 Freewa s: 365 Y Downstream Taper 50-100 feet q70 250Lrl SW Glastonbury 1000 1500 2640 325SWcn1 ' Table 2-3: Taper Lengths and Device Quantities 365 Lane 10 Feet 11 Feet 12 Feet Shoulder Width Tapers sw chinn� MERGING SHIFTING MERGING SHIFTING MERGING SHIFTING SHOULDER S`)t MPH L Cones U2 Cones L Cranes U2 Cones L Cones U2 Cones U3 Cones Maybeck at the Bend Apartments 20 70 5 35 3 75 5 40 3 80 5 40 3 25 3 V �I Q ciilnn%� s 25 105 6 55 3 115 6 60 4 125 6 65 4 35 3 A PRO SERo 30 150 6 75 4 165 7 85 4 18D 7 90 4 50 3 sW chinntn i o 35 12D5 7 105 4 225 8 115 5 245 8 125 5 70 4 PED#12461 40 270 8 135 5 12951 9 150 5 32D 9 160 5 90 1 4 PeD#5 45 450 11 225 6 495 12 250 7 540 13 270 7 150 6 PED#6 \® SW Beef Bend Rd 50 500 11 250 6 550 12 275 7 600 13 300 7 170 6 S\N Beef Bend Rd 55 550 11 275 6 605 12 305 7 66D 13 330 7 185 S JOB #5510033 60 600 11 300 6 660 12 330 7 72D 13 360 7 200 6 DESIGNED BY:11/02/2021 CHECKED BY: Sw Beef Bend Rd w 65 650 11 325 6 715 12 370 7 78D 13 390 7 220 7 HARESH PAL SINGH 70 7D0 11 13SO 6 770 12 385 7 84D 13 420 7 235 7 DRAWN BY. f Bend Rd � n HARESH PAL SINGH Sw Bee m L for Shoulder taper equals Shoulder Width x Speed. PLANS PREPARED BY: d N Figures shown are for 10'shoulders- CHC Consulting 9095 Rio San Diego Dr.Ste 165 San Diego,CA 92108-1694 (949) 250-0004/ FAX (949) 250-0006 SHEET: COVERSHEET 13970 SW BEEF BEND RD. TYPICAL APPLICATION DIVERSION INTO A CONTINUOUS LEFT SW BEEF BEND RD. & SW COLYER WAY TURN LANE PED ACCESS DIAGRAM 430 — PAGE 107 WORK AREA 1 OF 3 2011 OREGON TEMPORARY CONTROL HANDBOOK zipIY fiber 4'. PLACE STAMP HERE s SIGNATURE �. DESIGNED BY: CHECKED BY- PED #6 fps r - - HARESH PAL SINGH TO BE ACCESSE i .. _ +�'+ DRAWN BY: --�.R �- ��.-� - s -�� HARESH PAL SINGH PLANS PREPARED BY: ti {� CHC Consulting 9095 Rio San Diego Dr.Ste 165 San Diego,CA 92108-1694 (949) 250-0004/ FAX (949) 250-0006 FIELDER: DATE: ENGINEER: _ DATE: 11/02/2021 REVISIONS NO. REVISION DESCRIPTION DATE BY LOCATION MAP t` G`agunhury Ln Ln SW Glas1on11114 Ln LOCATION: �cticn��s` n t 13970 SW BEEF BEND RD. TIGARD, OR P sW chinn�c n N '-' Mayheck at the S.pG�' Bend Apartments AREA: Q sW cnmO"� £ TIGARD,OREGON WIRE CENTER' gy ch�nn Ln — TGRDORXC K GEOGRAPHIC EXTENTS: SW Beef Ben d 7"' BeefSend Rd SwSeel Bend RdTITLESHEET:#6 5510033 TC-1 N PR-098353 OF: CABLE PLAN/WORK PRINT TC-3 TEMPORARY TRAFFIC CONTROL PLAN 13850 SW BEEF BEND RD. TYPICAL APPLICATION DIVERSION INTO A CONTINUOUS LEFT SW BEEF BEND RD. & SW COLYER WAY TURN LANE PED ACCESS DIAGRAM 430 - PAGE 107 WORK AREA 2 OF 3 2011 OREGON TEMPORARY CONTROL HANDBOOK zipIY fiber J �! PLACE STAMP HERE ,• - -- _ YL - _ SIGNATURE PED #5 �y DESIGNED BY: CHECKED BY: R - HARESH PAL SINGH n- - DRAWN BY: TOBE A C C E S S E HARESH PAL SINGH PLANS PREPARED BY: _ CHC Consulting i 9095 Rio San Diego Dr.Ste 165 - San Diego,CA 92108-1694 (949) 250-0004/ FAX (949) 250-0006 ry FIELDER: DATE: ENGINEER: DATE: 11/02/2021 REVISIONS NO.1 REVISION DESCRIP71ON DATE BY LOCATION MAP G`agunhury Ln _W, - _, Ln SW Glas1on11114 LOCATION: 13850 SW BEEF BEND RD. TIGARD, OR P '-' Mayheck at the vt, fiend Apartments AREA: Q sW cnmO"� TIGARD,OREGON Q g WIRE CENTER: gy ch�nn Ln — TGRDORXC GEOGRAPHIC EXTENTS: SW Beef Beni lRd SW Beef Bend Rd SW Beet Bend Rd FED#5 TITLE SHEET: 5510033 TC-2 N PR-098353 OF: CABLE PLAN/WORK PRINT TC—3 TEMPORARY TRAFFIC CONTROL PLAN 13850 SW BEEF BEND RD. TYPICAL APPLICATION DIVERSION INTO A CONTINUOUS LEFT SW BEEF BEND RD. & SW COLYER WAY TURN LANE PED ACCESS DIAGRAM 430 — PAGE 107 WORK AREA 3 OF 3 2011 OREGON TEMPORARY CONTROL HANDBOOK ziplyfiber A -:i'- PLACE STAMP HERE _ 4t - ir_-,c Y �,. J - SIGNATURE _ DESIGNED BY: CHECKED BY: NF • r L'I''' ._ ,} HARESH PAL SINGH 1 ; DRAWN BY: HARESH PAL SINGH PLANS PREPARED BY: :. CHC Consulting 9095 Rio San Diego Dr.Ste 165 _ San Diego,CA 92108-1694 �- (949) 250-0004/ FAX (949) 250-0006 r *� _ _ FIELDER: DATE: ENGINEER: _ DATE: 11/02/2021 _ REVISIONS NO.1 REVISION DESCRIPTION DATE BY LOCATION MAP �L vapnb.'y C�on6ory In SW GlastonbuN N f - - LOCATION: 13850 SW BEEF BEND RD. TIGARD, OR ism SW ChiW-' n N '-' Maybeck at the SWch� Bend Apartments AREA: Q SW cr nn�� _. TIGARD,OREGON Q SWcnlnn`n g WIRE CENTER. PED#1 248 1 rcRDORxc GEOGRAPHIC EXTENTS: gW Beef Ben d PED #12 4 81 SW Beef Bend Rd TO BE ACCESSED SW Keel Bend Rd TO SHEET: 5510033 TC-3 N PR-098353 OF: CABLE PLAN/WORK PRINT TC—3 TEMPORARY TRAFFIC CONTROL PLAN I CERTIFY THAT THE WORK I COMPLETD ON THIS WORK ORDER AND AS-BUILT IS IN COMPLIANCE WITH ZIPLY 5510033 - MAYB EC K AT THE BEND APARTMENTS QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. 13830 SW CHINN LN, TIGARD OR 97224 (SLOTTDDA TOTAALLAALLLOTTED HO OURS TGRDORXC - BF - MDU 121 - OSP READYLINKS - 11 BLDGS CONRERETACT UIREDTOCOMPLETEPRR IF L HOURS ARE REQUIRED TO COMPLETE PROJECT 120 V POWER REQUIRED - PENETRATION RATE 0.0% CREW CROP. X-T0 MAINT 0 SPLICING 0 0 0 W.O.DRIVER CONSTRUCTION START ❑ ETHERNET ❑ CIAC IN SERVICE DATE ❑ DAMAGE m ® OTHER CONSTRUCTION N FLAGGING ❑ BRUSHING ❑ CONTRACTOR a PERMITS vA MUNICIPALITY: r Y ❑ BLANKET 1r9,.� a ® TCP/TRAFFIC ❑ DETAILED(NOT BLANKET) ❑ NO PERMIT REQUIRED • '�' JOINT POLE ,# JFN/NJUNS# ' ® NO JPN REQUIRED 7 POLE JPN JPN '' OWNER TO FROM „r 4 46 ❑ ❑ ❑ ❑ ❑ ❑ „P. ❑ ❑ ❑ ACCOUNT CODES e ❑2411.001 POLES ® 2422.201 UG FIBER ❑2421.101 OH COPPER ❑ 2441.001 CONDUIT t ❑2421.201 OH FIBER ❑ 34XX.XXX REMOVAL ¢' * ❑2422.101 UG COPPER ❑ 64XX.XXX MAINT. POINT OF CONTACT MANAGEMENT t 503-590-4995 r F $ r ► 1 SCHEDULING: JOHN WOOD t^ f PHONE: 425-261-1412 + - ENGINEER: DAVID REED u - PHONE: 352-345-2348 # • FACILITIES: JEANETTE CHISHOLM PHONE: 425-263-4011 FIELDED BY: OSP CONSTRUCTION � ACAUTION Know what's below. Overh�d Call before you dig. �ab,eg -fiber Ap ziply a I 4f_ C v GRDORXC-MDU 121 -MAYBECK AT THE BEND APT 13830 SW CHINN LN,TIGARD,OR 97224 i _ �� — ► AL PROJECT 5510033 C.0 EA: 963 NUMBER: EXCH.CODE: 51351 DRAWN DATE: ENGR: DAVID REED CNI WASHINGTON 10/28/2021 PHONE,352-345-2348 FILE: 5510033.DWG SCALE: 1:100 TAX DISTRICT: DWG 1 OF 6 TWNSHP T2S RNG: R1W SEC: S16 I CERTIFY THAT THE WORK I COMPLETD ON THIS WORK ORDER AND AS-BUILT IS IN COMPLIANCE WITH ZIPLY FIBER SPLICING DIAGRAM QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. (1)6-PORT MDU TERMINAL 500' (SIGNATURE AND DATE) /—— ———————— TOTAL ALLOTTED HOURS SPLITTER (1)6-PORT MDU_TE_RMINAL 500' CONTACT SUPERVISOR IF ADDITIONAL 52220,1-24 ,/� (1)6-PORT MST TERMINAL 200' HOURS ARE REQUIRED TO COMPLETE PROJECT / �// --_—__—__—__- CAP. X-TIME MAINT ____ 500',24F ____ �� CREW 0 0 0 F TGRDORXC FC2002,12-14 (1)6-PORT MDU TERMINAL 500' SPLICING 0 0 0 XD,4-24 13830 SW CHINN LN,'`'*- (1)6-PORT MST TERMINAL 50' W.O.DRIVER CONSTRUCTION START TIGARD,OR 97224 ` ` ————————- � (1)6-PORT MDU TERMINAL 500' ❑ ETHERNET SPLITTER ❑ CIAC IN SERVICE DATE I S2120,1-16 ❑ DAMAGE 1324' 155y24F ` (1)6-PORT MDU TERMINAL 1000' ® OTHER _ YJD TGRDORXC FC2002,12-16 CONSTRUCTION TGRDORXC FC2002,1-16+ XD,6-24 ® FLAGGING ❑ BRUSHING ❑ CONTRACTOR XD,17-32 13830 SW CHINN LN, TIGARD,OR 97224 PERMITS MUNICIPALITY: ❑ BLANKET ® TCP/TRAFFIC ❑ DETAILED(NOT BLANKET) ❑ NO PERMIT REQUIRED CONSTRUCTION NOTES: MAJOR MATERIAL JOINT POLE PLACE 655'NEW 24CT FIBER CABLE 754'-FO CABLE 24F 3422 GRP NON-ARMW/FAB-024ZU4-T4F22D20 JFN/NJUNS# PLACE(4)6-PORT 500'-MDU TERMINAL,(1)6-PORT 1000'-MST TERMINAL,(1)6-PORT 50'-MST TERMINAL AND (3)SPLITTER 1X8 OCC1P-10800-NNNQNQF-CC8542-000 o NO JPN REQUIRED (1)6-PORT 200'-MST TERMINAL (4)6-PORT 500'-MDU TERMINAL-MDU06F3066CU4C-O POLE JPN JPN INSTALL(34)GL-4xTH SWITCHES AND READY-LINKS EQUIPMENTS OWNER TO FROM PLACE(34)1G/1OG 131ONM DUAL FIBER SINGLE MODE LC 1OKM-SFP-1 MINOR MATERIALS ❑ ❑ ❑ PLACE FIBER DROPS FROM EACH TERMINAL INSIDE PEDESTAL TO READYLINKS TERMINAL ❑ ❑ ❑ UPSIZE(4)PEDESTAL W/PEDESTAL 121N PROFORM EIW42INMTG (1)6-PORT 50'-MST TERMINAL-MOB-0644FD050FW ❑ ❑ ❑ PLACE(2)PEDESTAL PRO1420 SPLICE 14X20 (1)6-PORT 200'-MST TERMINAL-MOB-0644FD200FW ACCOUNT CODES PLACE(3)SPLITTER 1X8 OCC1P-10800-NNNQNQF (1)6-PORT 1000'-MST TERMINAL/MOB-0644FDAOOFW SPLICE 1 @ HH#1 (6) (2)PEDESTAL PRO1420 SPLICE 14X20-F1006909 ❑2411.001 POLES ® 2422.201 UG FIBER SPLICE 2 @ PED#12481 (4) (4)PEDESTAL 121N PROFORM EfW421NMTG-F1007864 ❑2421.101 OH COPPER ❑ 2441.001 CONDUIT SPLICE 3 @ PED#6(19) (2)FOSC450-B6-6-NT-0-BOV 6 PORTSNO GND LUGS-186070-000 ❑2421.201 OH FIBER ❑ 34XX.XXX REMOVAL BORE-1215' (5)FOSC-ACC-B-TRAY-24 TRAY WITH 2SM-12 MODULES-863927-000 ❑2422.101 UG COPPER ❑ 64XX.XXX MAINT. TRENCH-670' (34)4 PORT SWITCH-HARDENED CHASSIS(RPF)-GL-4xTH-PD-50-RPF-RV (34)1G/10G 131ONM DUAL FIBER SINGLE MODE LC 1OKM-SFP-1/10G-DF-SM-1310-10K POINT OF CONTACT MANAGEMENT 503-590-4995 HH TELCO HANDHOLE PHONEULING: 425 22N 6WOOD 1-1412 ENGINEER: DAVID REED SPLICE PHONE: 352-345-2348 FACILITIES: JEANETTE CHISHOLM PHONE: 425-263-4011 FIELDED BY: OSP CONSTRUCTION Know whaft below ACAUTION CaII before you dig. 4 Overhead aebles ziplyfiber GRDORXC-MDU 121 -MAYBECK AT THE BEND APT 13830 SW CHINN LN,TIGARD,OR 97224 PROJECT 5510033 C.0 EA: 963 NUMBER: EXCH.CODE: 51351 DRAWN DATE: ENGR: DAVID REED CNI WASHINGTON 10/28/2021 PHONE,352-345-2348 FILE: 5510033.DWG SCALE: 1:100 TAX DISTRICT: DWG 2 OF 6 TWNSHP T2S RNG: R1W SEC: S16 SPLICING TASK PLACING CODE PLACING CODE O S12J- 1 - OPEN AND CLOSE NON-READYACCESS CLOSURE 1O P43F-55'-PLACE FIBER CABLE IN CONDUIT 1 g P61 C- I - CHANGE OUT EXISTING PEDESTAL S50A - 6- SPLICE FIBER CABLES P59A -55 '-BORE 19 P61 C- I - CHANGE OUT EXISTING PEDESTAL O2 BS14- 1 -FIBER SETUP P87B-55'-PULL LINE 20 P57A - 120'-HAND TRENCH S50A -4 - SPLICE FIBER CABLES O S13D- 1 -PLACE FIXED COUNT TERMINAL 0 P61 - 1 -CHANGE OUT EXISTING PEDESTAL P87B- 120'-PULL LINE 30 OS13D- 1 -PLACE FIXED COUNT TERMINAL P43F-400'-PLACE FIBER CABLE IN CONDUIT 21 P57A-40'-HAND TRENCH 4 P59A -400'-BORE P87B-40'-PULL LINE O5 S13D- I -PLACE FIXED COUNT TERMINAL P87B-400'-PULL LINE O BS14- 1 -FIBER SETUP O4 P57A -90'-HAND TRENCH S50A - 19- SPLICE FIBER CABLES P87B-90'-PULL LINE 7O S13D- 1 -PLACE FIXED COUNT TERMINAL O5 P57A -90'-HAND TRENCH Os S13D- 1 -PLACE FIXED COUNT TERMINAL P87B-90'-PULL LINE O S13D- 1 -PLACE FIXED COUNT TERMINAL O P61A - 1 -PLACE PEDESTAL 7O S13D- 1 -PLACE FIXED COUNT TERMINAL P43J-200-PLACING ADDITIONAL CABLE 10 P43F-90'-PLACE FIBER CABLE IN CONDUIT O P6 1A - 1 -PLACE PEDESTAL 9O P57A -30'-HAND TRENCH P87B-30'-PULL LINE 10 P43F- 150'-PLACE FIBER CABLE IN CONDUIT 11 P43F- 130'-PLACE FIBER CABLE IN CONDUIT P43J-200-PLACING ADDITIONAL CABLE 12 P43F-200'-PLACE FIBER CABLE IN CONDUIT 13 P43J-200-PLACING ADDITIONAL CABLE P43F-210'-PLACE FIBER CABLE IN CONDUIT 14 P61C- 1 -CHANGE OUT EXISTING PEDESTAL 15 P57A -240'-HAND TRENCH Know whars below. ACAUTION P87B-240'-PULL LINE Call before you dig. 8e Sia 16 P57A -60'-HAND TRENCH -f i P87B-60'-PULL LINE Z'ply ber 17 P43F- 760'-PLACE FIBER CABLE IN CONDUIT GRDORXC-MDU 121 -MAYBECK AT THE BEND APT P59A - 760 '-BORE 13830 SW CHINN LN,TIGARD,OR 97224 P87B- 760'-PULL LINE PROJECT 5510033 C O AREA: 963 NUMBER: I EXCH.CODE 51351 DRAWN DATE, ENGR: DAVID REED CNTY,WASHINGTON 10/28/2021 PHONE 352-345-2348 FILE: 5510033.DWG SCALE 1:50 TAX DISTRICT DWG 3 OF 6 TwNSHP T2S RNG: R1 W SEC: S16 WP WP O NEW FIBER CABLE gW CHINN LN S1 DAT#1695402 155' 13880 24-FIBER 24 S2 5 (15 UNITS) AA TGRDORXC FC2002,12-16 13940 O O XD,6-24 � (10 UNITS) A TRM RL 50 O OC NEW FIBER CABLE (10 UNITS) (1)2"-90'13990 O O #12D481 M 11 DAT#1695403 SPL 2 a 500' 14050 O O O 24-FIBER 24 (15 UNITS) RL 6 (1)2"-200 HH#1 50 B TGRDORXC FC2002,12-14 O TRM XD,4-24 (1)2„-200' NEW 4 (1)2„-90' SPL 1 O (1)2 55' PED#5 1 S1 NEW SPLITTER MODULE RL NEW 6 SPL3 DAT#184302 O TRM (1)2 150' 9 PED 8 C.0. A 0O TGRDORXC S2120 30, #6 BEEF BEND RD '� m SPLITTER MODULE 1:8 (112 SW o IN:TGRDORXC FC2002,15 10 OUT:TGRDORXC S2120,1-8 O U 52 NEW SPLITTER MODULE O 0 DAT#184303 TGRDORXC S2220A SPLITTER MODULE 1:8 IN:TGRDORXC FC2002,12 AA EXISTING FIBER CABLE O NEW 6 PORT MST TERMINAL 50FT OUT:TGRDORXC S2120,1-8 DAT#148622 50' 756 02.2006 6-FIBER 6 TGRDORXC S2220B YJD BFFTP FT-S2220002 SPLITTER MODULE 1:8 TGRDORXC H2O20,337-432 IN:TGRDORXC S2220,4-7 IN:TGRDORXC FC2002,13 XD,5-6 OUT:TGRDORXC S2120,1-8 EXISTING FIBER CABLE SERVING ADDRESS DAT#148663 SW CHINN LN O3 NEW 6 PORT MDU TERMINAL 50OFT 186 02.2006 13940 - (107-108,207-210,307-310 UNITS) 290' YJD 13990 - (111-112,211-214,311-314 UNITS) 6-FIBER 6 TGRDORXC H2O20,121-336 TIGARD OR 97224 BFFTP FT-S2220001 O NEW 6 PORT MDU TERMINAL 50OFT IN:TGRDORXC S2220,1-3 EXISTING FIBER CABLE 150' XD,4-6 DAT#148661 6-FIBER 6 SERVING ADDRESS 376 02.2006 BFFTP FT-S2220003 SW CHINN LN YJD IN:TGRDORXC S2220,8-9 13880- (101-103,201-206,301-306 UNITS) TGRDORXC H2O20,1-120 XD,3-6 OFFICE - 1 UNIT XD,121-144 SERVING ADDRESS TIGARD OR 97224 SW CHINN LN OA EXISTING FIBER CABLE 14050 - (115-117,211-216,311-316 UNITS) DAT#148655 TIGARD OR 97224 1324 01.2005 ACAUTION YJD Know what's below. TGRDORXC FC2002,1-16+ Call before you dig. 8e Sia XD,17-32 XD,33-216 ziply-fiber TGRDORXC-MDU 121 -MAYBECK AT THE BEND APT 13830 SW CHINN LN,TIGARD,OR 97224 PROJECT 5510033 C,0 AREA: 963 NUMBER: I EXCH.CODE 51351 DRAWN DATE, ENGR: DAVID REED CNTY,WASHINGTON 10/28/2021 PHONE 352-345-2348 FILE: 5510033.DWG SCALE 1:50 TAX DISTRICT DWG 4 OF 6 TwNSHP T2S RING: R1 W SEC: S16 O7 NEW 6 PORT MDU TERMINAL 500FT 200' 6-FIBER 6 BFFTP FT-S2220004 IN:TGRDORXC S2220,10-11 13973 XD,3-6 (10 UNITS) SERVING ADDRESS SW CHINN LN 13975-(131-133,231-236,331-336 UNITS) TIGARD OR 97224 ONEW 6 PORT MST TERMINAL 200FT pp 20 6-FIBER 6 Cao BFFTP FT-S2220005 18 17 IN:TGRDORXC S2220,12-15 PED XD,5-6 #4 SERVING ADDRESS 19 PED 60 SW CHINN LN CO #3 X112 �� 14075-(137-138,237-240,337-340 UNITS) r, 13925-(127-128,227-230,327-330 UNITS) TIGARD OR 97224 21 13935 00. (10 UNITS) O NEW 6 PORT MDU TERMINAL 500FT TRM 130' 6-FIBER 6 10 BFFTP FT-S2220006 �1)2"_40' IN:TGRDORXC S2220,16-17 XD,3-6 SERVING ADDRESS SW CHINN LN 13865- (121-123,221-226,321-326 UNITS) TIGARD OR 97224 SW GLASTON BURY LN 1 p NEW 6 PORT MDU TERMINAL 1000FT 760' 6-FIBER 6 BFFTP FT-S2120001 IN:TGRDORXC S2120,1-4 XD,5-6 SERVING ADDRESS SW CHINN LN O n 13935- (141-142,241-244,341-344 UNITS) O8 M013973 - (145-146,245-248,345-348 UNITS) 0 TIGARD OR 97224 14 TRM 16 ��12 13 R� �� PED 13865 6�� RL (1)2"_240' (1)2„-210' #2 (1)2 (15 UNITS) SW CHINN LN � CAUTION � Know what's below. 15 TRM Call before you dig. j o b d RL2- RL O13925 (10 UNITS) ziply-fiber 13975 14075 (15 UNITS) (10 UNITS) TGRDORXC-MDU 121 -MAYBECK AT THE BEND APT 11 s`N OFFICE 13830 SW CHINN LN,TIGARD,OR 97224 13 �? PROJECTC.O.AREA: 963 N (1 UNIT) NUMBER: 5510033 EXCH.CODE: 51351 12 0 �G�' DRAWN DATE: IENGR: DAVID REED ICNTYWASHINGT6-N-- 10/28/2021 PHONE,352-345-2348 FILE: 5510033.DWG SCALE: 1:50 TAX DISTRICT: DWG 5 OF 6 WP 4 WP 4 TWNSHR T2s RNG: R1w SEG: S1 s WP4 NOTES CONSTRUCTION NOTES: WP4 NOTES CONSTRUCTION NOTES (CONTINUE) : WP5 NOTES CONSTRUCTION NOTES (CONTINUE) : FROM HH #1 AT 14050 EXTERIOR WALL AT PED#3 LOCATION PLACE NEW SPLICE FIBER STRANDS FC2002,1-16+ MOUNT NEW READYLINKS EQUIPMENTS (1) UPSIZE PED WITH NEW PEDESTAL 121N PROFORM FROM EXISTING FIBER CABLE IPID#148655 (1)6 PORT MDU TERMINAL 50OFT (1)6-PORT MST TERMINAL 1000FT TO NEW 24CT FIBER CABLE (4)GL-4xT SWITCH FIBER CABLE DAT#1695402. (4)SFP-1G/10G CARD AT 13935 EXTERIOR WALL LEAVE 50FT LOOP AT HH#1 AND PULL TERMINAL TAIL 150'THRU NEW 2" MOUNT NEW READYLINKS EQUIPMENTS LEAVE 50FT LOOP AT PED#1/12481. CONDUIT BACK TO SPLICE LOCATION AT NEW (3)GL-4xT SWITCH PED#6. (3)SFP-1G/10G CARD BORE AND PLACE HAND TRENCH 40FT W/(1) 2" CONDUIT FROM NEW PED#3 55' OF NEW 24CT FIBER CABLE WP5 NOTES CONSTRUCTION NOTES: TO 13935 WALL. DAT#1695402 IN NEW 2" CONDUIT AT PED#2 TERMINAL IS PLACE AT PED#3 FROM HH#1 TO PED#1/12481. UPSIZE PED WITH NEW PEDESTAL 121N PROFORM BORE 760'AND PULL TERMINAL TAIL THRU NEW 2" CONDUIT BACK TO SPLICE LOCATION AT PED#1/12481. BORE AND PLACE AT 13865 EXTERIOR WALL AT 13973 EXTERIOR WALL 400' OF NEW 24CT FIBER CABLE MOUNT NEW READYLINKS EQUIPMENTS MOUNT NEW READYLINKS EQUIPMENTS DAT#1695403 (1)6-PORT MDU TERMINAL 50OFT IN NEW 2" CONDUIT (4)GL-4xT SWITCH (3)GL-4xT SWITCH FROM PED#1/12481 TO NEW PED#6. (4)SFP-1G/10G CARD SFP-1 CARD HAND TRENCH 1 HAND TRENCH 130FT W/(1) 2" CONDUIT FROM NEW HW/(1)2" CONDUIT FROM NEW WALL. AT PED# 1/12481 LOCATION PLACE NEW PED#2 TO 13865 WALL. PED#3 TO 13973 WALL. (1) UPSIZE PED WITH NEW PEDESTAL 121N PROFORM PULL TERMINAL TAIL 150'THRU NEW 2" (1)450-66 SPLICE CASE CONDUIT BACK TO SPLICE LOCATION AT NEW TERMINAL IS PLACE AT PED#3 (2) B-TRAY-24 PED#6. BORE 760'AND PULL TERMINAL TAIL THRU NEW 2" (1) 1x8 SPLITTER CONDUIT BACK TO SPLICE LOCATION AT PED#1/12481. AT 13975 EXTERIOR WALL AT 13880 EXTERIOR WALL MOUNT NEW READYLINKS EQUIPMENTS MOUNT NEW READYLINKS EQUIPMENTS (4)GL-4xT SWITCH (1)6-PORT MDU TERMINAL 50OFT (4)SFP-1G/10G CARD (4)GL-4xT SWITCH HAND TRENCH 21OFT W/(1) 2" CONDUIT FROM NEW (4)SFP-1 G/10G CARD PED#2 TO 13975 WALL. HAND TRENCH 90FT W/(1) 2" CONDUIT FROM NEW PULL TERMINAL TAIL 410'THRU NEW 2" PED#5 TO 13880 WALL. CONDUIT BACK TO SPLICE LOCATION AT NEW PULL TERMINAL TAIL 290'THRU NEW 2" PED#6. CONDUIT BACK TO SPLICE LOCATION AT NEW PED#6. AT PED#2 LOCATION PLACE NEW AT NEW PED#6 PLACE NEW (1)6 PORT MST TERMINAL 20OFT (1) PEDESTAL PRO1420 SPLICE 14X20 (1)450-136 SPLICE CASE AT 14075 EXTERIOR WALL (2) B-TRAY-24 MOUNT NEW READYLINKS EQUIPMENTS (2) 1x8 SPLITTER (3)GL-4xT SWITCH (1)6 PORT MST TERMINAL 50FT (3)SFP-1G/10G CARD HAND TRENCH 240FT W/(1)2" CONDUIT FROM PED#2 AT 13990 EXTERIOR WALL TO 14075 WALL. MOUNT NEW READYLINKS EQUIPMENTS TERMINAL IS PLACE AT PED#2 (3)GL-4xT SWITCH BORE 200'AND PULL TERMINAL TAIL THRU NEW 2" (3)SFP-1G/10G CARD CONDUIT BACK TO SPLICE LOCATION AT NEW HAND TRENCH 30FT W/(1) 2" CONDUIT FROM NEW PED#6. � ACAUTION Know what's I]e�OW. PED#6 TO 13990 WALL. Call before you dig. 8e Sia PULL TERMINAL TAIL 30'THRU NEW 2" AT 13925 EXTERIOR WALL CONDUIT BACK TO SPLICE LOCATION AT NEW PED#6. MOUNT NEW READYLINKS EQUIPMENTS (3)GL-4xT SWITCH TMI r AT 13940 EXTERIOR WALL (3)SFP-1G/10G CARD ziplyMOUNT NEW READYLINKS EQUIPMENTS HAND TRENCH 60FT W/(1) 2" CONDUIT FROM PED#2 (3)GL-4xT SWITCH TO 13925 WALL. (3)SFP-1 G/10G CARD TGRDORXC-MDU 121 -MAYBECK AT THE BEND APT HAND TRENCH 90FT W/(1) 2" CONDUIT FROM NEW TERMINAL IS PLACE AT PED#2 PED#5 TO 13940 WALL. BORE 200'AND PULL TERMINAL TAIL THRU NEW 2" 13830 SW CHINN LN,TIGARD,OR 97224 PULL TERMINAL TAIL 90'THRU NEW 2" CONDUIT BACK TO SPLICE LOCATION AT NEW PROJECT 5510033 C0 AREA: 963 NUMBER: EXCH.CODE 51351 PED#6. DRAWN DATE, ENGR: DAVID REED CNTY,WASHINGTON 10/28/2021 PHONE 352-345-2348 FILE: 5510033.DWG SCALE 1:50 TAX DISTRICT DWG 6 OF 6 TWNSHP T2S RING: R1 W SEC: S16