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Permit Encroachment 2019-03-01
CITY OF SPRINGFIELD, OREGON DEVELOPMENT AND PUBLIC WORKS ENCROACHMENT PERMIT APPLICANT: NWN LOCATION: 14th and F St. PERMIT: 811-19-000016-PW DATE: 3-1-19 ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The administrative telephone number for the Oregon Utility Notification Center is (800)332-2344. CONDITIONS OF APPROVAL Contact Todd Thompson at (541) 912 -1389 a minimum of 24 hours prior to beginning work, for scheduling of all other inspections, and for all construction related questions. Refer to City of Springfield Municipal Code 3.208 for information on Encroachment Permit requirements. Work within public right-of-way shall only be performed only by contractors and employees certified pursuant to ORS 701.026. All materials and workmanship shall, at a minimum, meet City of Springfield, Department of Public Works “Standard Construction Specifications, 1994” as amended in 1998 (or current edition). The City has the right to requi re additional work not shown/described here in but necessary for the restoration of the City’s ROW infrastructure. A spill kit is to remain on-site for the duration of all construction activities. The spill kit shall, at a minimum, contain absorbent, spill booms, and spill pads. The spill kit is to be placed in an area where it is easily visible and accessible in case of a spill emergency. Applicant shall maintain oversight of all contractors and sub-contractors performing work authorized by this permit and shall be responsible for ensuring all work is performed in accordance with City of Springfield Standard Specifications and the specific conditions of approval contained in this permit. Traffic Control During construction or maintenance or performing utility work in the ROW, the work area shall be protected in accordance with the current MANUAL ON UNFORM TRAFFIC CONTROL DEVICES (MUTCD). Flaggers must have a current card or current certificate indicating their completion of an approved work zone traff ic control course. All traffic control devices shall be maintained according to the American Traffic Safety Services Association (ATSSA), Quality Standards for Work Zone Traffic control Devices handbook. “As a condition to receive and retain this permit all temporary traffic control shall conform to the Oregon Temporary Traffic Control Handbook with Errata, dated September 2016. The permit holder is solely responsible to provide and maintain appropriate temporary traffic control for the duration of the wo rk. Failure to provide and maintain temporary traffic control is grounds for revocation of this permit. The handbook is available for download at https://www.oregon.gov/ODOT/Engineering/Docs_TrafficEng/OTTCH -v2011.pdf. Printed copies of this manual can be ordered from Chemeketa Community College Center for Business & Industry, 503 -399-5181.” General Requirements Restoration work shall conform to City of Springfield Standard Specifications. All planted areas disturbed within right -of-way shall be fully restored. A construction schedule of restoration work shall be required. If restoration takes place between October 15 and May 15, see City of Springfield construction standards for winter weather construction. All slurry produced by saw cutting shall be prevented from entering the public storm water system. All slurry shall be collected and disposed of properly. Asphalt shall be a Level 3, ½” Dense HMAC, approved by Lane County in 2019, or a mix design agreed upon by city staff. Backfill of the repair area shall consist of CDF, temporary stabilization of any excavation during the CDF cure period shall be steel plates or any other method approved by the City of Springfield. Plates shall be properly sized and secured in a manner that does not present a hazard to public travel and proper advanced warning signs shall be utilized. If necessary, paper joints shall be placed at all vertical pavement edges to provide a temporary transition for vehicles and pedestrians. Paving depth shall match existing conditions with a six (6) inch minimum thickness. Submit asphalt mix design to the City for prior approval. Tee cut is required per City Standard Specifications. All final cuts prior to paving shall be a clean vertical edge. Seams shall be sealed with a polymerized crack sealant. Any striping removed shall be replaced to match existing. Impacts to sidewalk shall require removal and replacement of full panels. If ADA ramp is cut it shall be restored temporarily using a cold mix product. Temporary ramp shall be constructed and maintained as close to ADA standards as possible. The City of Springfield accepts no liability with regard to the temporary installation of ADA ramp. . By signature, I state I have carefully examined the approved permit and do hereby agree to comply with the requirements of the permit and I certify any and all work performed shall be done in accordance with the Ordinances of the City of Springfield, applicable City Standard Specification and Drawings, and the laws of the State of Oregon pertaining to the work described herein. I further certify onl y contractors and employees who are in compliance with ORS 701.055 will be used for this project. I agree for myself, my contractors, and employees, that the approval of the right of way permit in no manner presumes or implies the approval or terms of approval of any other future permit required by the City for the site and indemnifies and holds harmless the City regarding any future approval of a future site plan, partition, subdivision, or any other required permit that may cause any work completed in compliance with the right of way permit to be altered to conform to the final permit approval. I understand and agree the City may inspect the work site described in this permit at any time during a one-year period following the receipt by the City of notice of completion of the described work and specify, at the City’s sole discretion, any additional restoration work required to return the site to a standard acceptable to the City. I will be notified in writing of any work required and will have 30 days from the date of the notice to complete the work. Work not completed at the end of the 30 days will be performed by the City and the costs will be billed to me. I further agree to ensure all required inspections are requested at the proper time and the approved permit and set of plans will remain on the site at all times during construction and until removed by the City. I shall defend, indemnify and hold harmless the City from and against all liability or loss and against all claims or actions based upon or arising out of damage or injury to persons or property caused by or sustained in connection with performance if this Contract by the permittee except, pursuant to ORS 30.140, for losses, claims, or actions resulting from the sole negligence of the City. I shall assume all responsibilities for the work, and bear all losses and damages directly or indirectly resulting to the permittee, the City, or to others on account of the character or performance of the work, unforeseen difficulties, accidents, or any other causes whatsoever. I shall assume defense of, indemnify and save harmless the City, its officials, agents, and employees from all claims, liability, loss, damage, and injury of every kind, nature and description, directly or indirectly resulting from activities in the performance of the Contract, the ownership, maintenance or use of motor vehicles in connection therewith, or the acts, omissions, operations, or conduct of the permittee or any Subcontractor under the Contract or any way arising out of the Contract, irrespective of whether an act, omission or conduct of the City connected with the Contract is a condition or contributory cause of the claim, liability loss, damage or injury and irrespective of whether act, omission, or conduct of the permittee or Subcontractor is merely a condition rather than a cause of a claim, liability, loss damage or injury. I shall not be liable for, nor be required to defend or indemnify, the City relative to claims for damage or damages resulting solely from acts or omissions of the City, its officials, agents, or employees. The permittee's absence of or inadequacy of the liability insurance required by the City of Springfield shall not negate permittee's obligations in this agreement. PERMITTEE: Printed Name: Signature: Date: City of Springfield Note***Scope of project has changed and street crossing will not be necessary. All work to be performed on the west side of 14th. ;;;;;; ¬* ¬*¬*¬*¬*¬* ¬*¬*¬*¬*¬*¬*¬*¬*¬*¬*¬* ¬*¬*¬*¬*¬*¬* ¬* 1 11~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ # ###4-$ #4###¨!¨! ª.ª.ª.ª.ª.©" ¨!©"¨!©"¨!¨!¨!ª.ª.ª.¨!¨!2222d"ªd"ªd"ªd"ª∕∕∕∕∕∕∕1"(W)R-1"(W)'99(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(P)(P)R.'76(W)(W)(W)(W)(W)(W)(W)1"(P)(W)(W)(W)(W)(W)(P)(W)(W)(W)CHRUCH(P)(P)(W)(W)(W)(P)(W)(P)R.(W)'99(P)(P) 123'"F" ST.(P) 167'(W)(P)(P)(W)2"(W)WILLAMA LANE PARK REC DIST2"(W)(P)(W)(W)(W)1"(CP)2"(P)2"(P)(W)#1276(88)#1232#1235#1254#1275#1251#1234#657 #1221#1224#551 #1263(99)#1242#1258(96)#1265#1436#1292#1338#1446#1308#1520 (74)#1350#1340#1324#1412(84)OFFICE#1387(94)#1522#1311(03)#628 (99)#1455-B(00)#1331#1321#1520#1455#1546(08)#1354#1364#1361#1375(03)#1386#1331#1311#1327#1311(01)#1282#1325#1290M5 (#1260)#1276-ANNEX#1306#1501(94)#1443#1440#1457#1460#1222#14031 2 '110'140'183'694'304'265'0'248'204'11'441'13'394'151'7'369'0'1'11'325'0'180'317'318'5'0 '2"V#M5 4"PV#2 6'0'27'38'156'233'84'173'180'124'166'0'162'351'242'225'245'67'478'120'413'253'279'109'146'242'125'147'367'18'292'253'468'392'244'149'151'330'263'150'182'236'347'3 4 1 '376'0'237'47'352'345'10'79'258'85' 356'232'184'97' 0' 15'605'301'109' 27' 77'440'321'0'4'409'284'178'202'0'314'551'4'316'228'15'1"(W)'66 2"(W)'62 1"(W)'65 1"(W)'70 4-1/2"(W)'65 4-1/2"(W)'65 1"(W)'70 1"(W)'63 2"(W)'61 2"(W)'61 2"(W)'612"(W)'61R.1"(W)'75 4-1/2"(W)'61 1"(W)'92 4-1/2"(W)'63 2 "(P )'9 7 2"(W)'611"(W)'62 1"(W)'841"(W)'632"(P)'99 2"(W)'611"(W)'61 1"(W) 2"(W)'61 2"(W)'6111'3 '4'11'5' 6' 8' 10'11'12'12'5' 8'12'10'6'8'12'10'10'11'1'1'10'2'12'PVT. DR.ST. ST. ST.ST.ST. "D" "F" "E"MOHAWKST. "G""G"GAS SUPPLY METER SET2-233-003-M-01 PERDESIGN WORKSHEET. 0+000+13 0+12 0+66 0+000+020+60TIED NOT TIED3 SVCsTIED TIED"F" ST 14TH ST0+15 0+11 0+131"(W) VALVEREMOVE: WELD:1"(W) FROM 0+08 TO 0+130+08TLPENCELL BOX TEST RISERS BOTHSIDES PER STDDRAWING B-01-03-A 2" VALVE @ 0+15WxW150 ANSISTOCK #101150 2"(W) FROM0+15 TO 0+11 WELD &INSTALL: 6' OFFSET@ 0+13 INSTALL @ 0+11:2" HLSF CROSS SECTIONS VARIANCE (S) Variance (s) made : Reason (s): Mitigation taken (if any ): Approval Name :Signature :Date : GENERAL NOTES / Engineering Department PLAT TWN RNG SEC PROJECT/REVISION# JOB TYPE: PM #: 0 10050Feet1 in = 50 ft CITY BETWEEN NAME ADDRESS COUNTY STATE AND PLATTED DATE DATE DATE DATE DATE CREW LDR. APPROVED DRAWN DESIGNED PIPELINE ID - Class “B”PRESSURE TEST INFORMATION (circle & label test area on as -built drawing)Test by NNG –Other ____________________________________ Test Area PipeSize Steel -Poly PipeFootage TestPressure Gauge # AB DC PassY/NONOFFDateTimeDateTime E F Print Name and Initial 1.Call the following Utilities Notification Center 48 hours prior to any excavation : Oregon: 811 or 1-800-332-2344Washington: 811 or 1-800-424-55552.ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center . Those rules are set forth in OAR 952 -001-0090. You may obtain copies of the rules by calling the center . (Note: the telephone number for the Oregon Utility Notification Center is (503) 232-1987 or 811).3.Fill out construction sketch as -built supplied with job packet and return with work order . Only one as -built is required .4.All distribution mains must have a minimum depth of 24" and services must have a minimum depth of 18" unless there is an approved variance .5.All transmission lines must have a minimum depth of 30" in Class '1' locations and 36" in Class '2, 3, & 4 ' locations , unless there is an approved variance .6.Written dimensions on this construction sketch have precedence over scaled dimensions .7.Pressure test shall be tested in accordance with standards in CFM and Engineering Standard Practice .8.Test medium for class "B" main shall be air , unless otherwise noted. Test medium for class "C-F" main shall be water, unless otherwise noted .9.For Class C or higher tests, see Design Document and Hydrostatic Report .10.All work to comply with NW Natural Erosion and Sediment Control Plan unless specific plan provided . NW Natural Erosion and Sediment Control Plan to be available on each job site . Protect all Catch Basin Inlets.11.Protect City Trees according to identified Critical Root Zones “CRZ”. Roots larger than1-1/2” may be cut only with city approval . Hole-hog or directional drill through tree Critical Root Zone at 36’ minimum depth . Excavation to be by Vac -X in tree Critical Root Zone unless accepted by city . 14TH ST SPRINGFIELD LANE OR "G" ST "E" ST 14TH ST OVERLAY SPRINGFIELD PUBLIC WORKS - MAINS 03562174 000230712-233-003 T17S R03W NW 36 FOOTAGE SIZE M P GRADE W.T. WELDS% X-RAYED CERT.MAOP OPER.MAOP NOP PMACTIVITY #PMORDER #INSTALL 32'2"W B API 5L B .154 60 35 30 114 03562174 INSTALL 5'1"W B API 5L B .133 60 35 30 114 03562176 ABAN 26'2"W B ABAN 5'1"W B BJBSVAJWR 12/18/2018 12/11/201812/14/2018 DRAWN: SVA DATE: 01/28/2019 APPROVED: JWR DATE: 01/27/2019 REVISION: UPDATED 1"(W) MAIN STATIONING FROM 0+09 TO 0+06, ADDED OFFSET NOTE. 8' EX 2"(W) E/SW/S 3'19 '3'5'5'3'19 '3' 60 ' ECEECEBB 14 TH STNORTH OF ³F´ST LC 2' N EW 2"(W ) E/SW/S 3'19 '3'5'5'3'19 '3' 60 ' ECEECEBB 14 TH STSTA. 0+10 t o 0+13 LC DRAWN: SVA DATE: 03/01/2019 APPROVED: DATE: REVISION: REDUCE LENGTH OF 1"(W) REPLACEMENT G St. F St. E St.14th St.Mohawk Blvd.1. Notify Fire/EMS, SPD and LTD 48 hours before beginning work. 2. Pe destrians will be escorted through/around the work zone if necessary. 3. Coordinate and notify affected businesses/residents 5 days before beginning work. 4. Trench to be plated at end of work shift and lane reopened to traffic. 5. Flaggers to remain in visual and/or radio contact at all times. 6. Traffic shall not be allowed to back up to signal at G Street at any time. Mohawk and 14th are 30 mph Sign Spacing = 100 ft. Shift taper = 75 ft. All Other Streets are 25 mph Sign Spacing = 100 ft. Cone spacing 30' in taper 60' in tangent Contact: Brian Brown Phone: 541-214-6639 Gas Main Replacement 14th and F Duration: 5 Days (both pages) NORTHWEST NATURAL GAS SERVICE CENTER: LOCATION: DATE: WO# Eugene, OR 12/13/18 3325478 NORTHWEST NATURAL GAS SERVICE CENTER: LOCATION: DATE: WO# N DRAW N BY: Laura Cunningham 541-337-0524 14th and F Sts. 1403 F. St. East Side (Revised 1-28-19) 8 6 4 2 2 15 4 TCD's Required: Utility Work Ahead Be Prep. to Stop Flagger Ahead Sidewalk Closed Ahead - Cross Here Crossing Closed - - Use Other Side Cones Flaggers Utility Work Ahead Utility Work Ahead Utility Work Ahead Utility Work Ahead Utility Work Ahead Utility Work Ahead Utility Work Ahead Utility Work Ahead Flagger Ahead Be Prep to Stop Be Prep to Stop Flagger Ahead Flagger Ahead Be Prep to Stop Flagger Ahead Be Prep to Stop Be Prep to Stop F F F Be Prep to Stop F (F) Placed @ 15th G St. F St. E St.14th St.Mohawk Blvd.1. Notify Fire/EMS, SPD and LTD 48 hours before beginning work. 2. Pedestrians will be escorted through/around the work zone if necessary. 3. Coordinate and notify affected businesses/residents 5 days before beginning work. 4. Trench to be plated at end of work shift and lane reopened to traffic. Mohawk and 14th are 30 mph Si gn Spacing = 100 ft. Shift taper = 75 ft. Al l Other Streets are 25 mph Si gn Spacing = 100 ft. C one spacing 30' in taper 60' in tangent Contact: Brian Brown Phone: 541-214-6639 Gas Main Replacement 14th and F Duration: 5 Days (both pages) NORTHWEST NATURAL GAS SERVICE CENTER: LOCATION: DATE: WO# Eugene, OR 12/13/18 3325478 NORTHWEST NATURAL GAS SERVICE CENTER: LOCATION: DATE: WO# N DRAWN BY: Laura Cunningham 541-337-0524 14th and F Sts. 1403 F. St. West Side (Revised 1-28-19) 8 1 1 1 2 30 0 TCD's Required: Utility Work Ahead Lane Shift Left Ctr. Ln. Closed Ahead Sidewalk Closed Ahead - Cross Here Crossing Closed - Use Other Side Cones Flaggers Utility Work Ahead Utility Work Ahead Utility Work Ahead Utility Work Ahead Utility Work Ahead Lane Shift Left Ctr. Ln. Closed Ahead Utility Work Ahead Utility Work Ahead Utility Work Ahead