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PFI2015-00012 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PFI2015-00012 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 02/09/2015 Parcel: SEG1034 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Level 3 Communications Project Description: On SW Beveland St.,from 72nd Ave.west to terminus, remove/replace(4)flags of sidewalk, bore a total of 986'and place(1)-2"conduit at a min. of 36"below grade, place(1)253TA vaults, and place(1) 30"x48"x36"vault within the right-of-way. Owner: FEES Description Date Amount PFI Permit Fee 02/09/2015 $300.00 PHONE: Contractor: PHONE: FAX: Applicant: DAVE MINER 520 SW 6TH AVE., SUITE 400 PORTLAND, OR 97204 PHONE: 503-416-1522 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: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12015-00012 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 Kenny Fisher at 503-816-6146 or email at kenny@tigard-or.gov twenty-four (24) hours prior to commencing work,prior to any staged inspection,and after completing work covered by the permit. 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 City of Tigard " Application For Work In The Righ€ OFfLWay CIP(OF T►GARD ROW Permit PLANNING,/ENGINEERING Property Address/Location(s):SW Beveland St East of SW 72nd Ave FOR STAFF USE ONLY Tigard, OR 97223 SEG 103q _ I OH q Right-of-W ~� '— CaseNo.: *Applicant's Name:Level 3 Communications (formerly tw Telecom) Application Accepted: 2 3 By: Address:520 SW 6th Ave, Suite 400 Application Reviewed: Z•.�•ISBy;�j City/State:Portland, OR Zip:97204 Application Fee Duej,?06 Primary-Contact: Dave Miner Applicant Notified: �j Phone:off:(503)416-1522/cell:(503)710-6296 Fax:(503)416-1555 Receipt No.: MP 9_ Email:david.miner@level3.com REQUIRED SUBMITTAL INFORMATION Contractor's Name:North Sky Communications, Inc., Attn: Alton Palmer • Application form, completed and signed CCB# 141171 Expiration:03/01/2016 • Submit one (1) copy of scaled sketch of address: 10860 Southwest Clutter Road the proposed work to be done. Submit one (1) copy of traffic control City/State:Sherwood, OR Z. 97140 plan Phone:off: (503)647-9991/cell:(503)209-8644 Fax:(503) 647-9971 Professional Engineered Plans are required Email:awpalmer@northskycomm.com for: • Street Widening Plans By: K& B Technical Solutions, Attn: Jeff Mettert 0 Subdivision Infrastructure Address: PO Box 2529 • Main utility line extension Clackamas OR 97015 Deliver application to ro,vpnerrnits tigard-or.gov or to City-/State: Zip: City of Tigard Planning/Engineering,13125 SW Hall Phone:(503) 650-6041 Fax:(503)650-7390 Blvd.Tigard,OR 97223. Jeff—Meftert@kbmail.net Rev.12/10/2013 Email: I:\CURPLN\Masters\Land Use 1ppllcations\Right-of-way Permit Application.docx Description of work:Level 3 proposes to remove/replace (4)flags of sidewalk, bore a total of 986' & place (1)-2" conduit at a min. of 36" below grade, place (1)253TA vault, and place (1) 30"x48"x36" vault within the city of Tigard ROW. Estimated value of work(within the public right-of-way): $4000.00 Is work related to a LAND-USE DECISION? YES ❑ NO ❑ If so, please specify(MLP, SDR,SUB,etc.)case#: Is the work related to a BUILDING PERMIT? YES ❑ NO If so, please specify(BUILDING PERMIT)case#: Signature of Applicant/Permittee: "' 4k Date: `�! ►� ri n Print Name: }X43- N\4\ Title: �.�•vz� ,ca ,�, S � 72 n a City of Tigard 1 13125 SW Hall Blvd.,Tigard, OR 97223 1 503-718-2464 1 www.tigard-or.gov 7405 CONSTRUCTION NOTES 7455 7355 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 5 3 f — 1 1246 2. ALL OTHER UTILITIES ABASED OFF EXISTING LOCATES OR UTILITY d0g m/a SEW_-_ 03 STRUCTURES. srw do _SW BEVELAND 7305 3. IT IS THE CONSTRUCTION CONTRACTORS S T tEDP 11 RESPONSIBILITY TO CALL FOR LOCATES j::�EO SEW \o� EDP BEFORE DIGGING. E_ 2 529 Eop E p •a_ Eop Eop C� CL_ \fT_1 1)-2" CONDUIT A LEGEND BORE AND PLACE LEV 253 EL3 MIN. OF 36" BELOW GRADE 2 Q� DIRECTIONAL DRILL CN Q�1) NAME IV <Z) 1 0 PROPOSED LVL3 VAULT TYPE REMOVE/REPLACE (2)-5'x5' FLAGS OWNER OF SIDEWALK FOR BORE PIT AND 01 OWNER EXISTING UTILITY POLE PLACE NEW 253TA VAULT 0- POLE ID 7450 1 i d, 7175 PROPOSED RISER 7410co o i 17-- -F� rF! REMOVE/REPLACE SIDEWALK FLAG d03 i �� / *a '- So--sEop_ RIGHT OF WAY _R/W W, SeVe"I —AND EDGE OF PAVEMENT EOP— co NEXISTING SIDEWALK a / EXISTING STORM DRAIN / woe to W W�W 0 EOP COP �W_ EXISTING SEWER —SEW— EXISTING WATER —W REMOVE/REPLACE (2)—FLAGS OF SIDEWALK /F?/W— EXISTING GAS _ (77 SO. FT, TOTAL) FOR BORE PIT R EXISTING ELECTRIC E EDP- EXISTING POWER VAULT/PED El OR 2, 12615 EXISTING STREET LIGHT --- C:1I o,CD - cm CD m EXISTING TELEPHONE _T Nr- I EXISTING TELECO VAULT/PED ri OR IN b LO w EXISTING CAN I alft E,Ila 1 7-1, EXISTING CAN VAULT/PEO OR TV TREE F.11 180'Open01 Galvanized Diamond Plate Doors W/Locking B.. 12600 OBallstional-NonSlip Doors 75.00' T P 6 54.00 8.00, 13.00, Bolt Down Locking Z ex Balls COVER with (2) Did.H 'it' ADJUSTABLE 1111.1 ia No. 25P ASSEMBLY AGGREGATE 229 lbs. BORE AND PLACE (l)-2- Tff R-1, Suitable for in off-street load;... t cL OR CONDUIT A MIN. OF 36" ere no s. BELOW GRADE v,l, bj,ctel to high de,siLy kn.ffia. NATIVE PGE POL % FILL 1642 0 0 ','SPECIFIED,llS BASE / / %- — — — — — — — — --- — — — L Lift Hole 0 5' 01 0 be 1('1"Each 0 Side) SHEET I FOR SITE PHIOTOWAPHS. No 253- SYMBOL CORREMOS TO PHOTO LOCATIONS AND OFIIENTATIOK SEE 2,32 f el SCALE: 1"=10' 3 AS-BUILT 12" REVISION 1 1 • 1 01/23/15 T.H. J.M. ORIGINAL S-4' _N.O. DATE ENG DESIGN I DRAFTING I COMMENT • Know whars below. 4' 0"Long Galvanized- Call before you dig. Wei 11,111J.1 .0 Channel C I A N 0 11 C A T I 10 1 Each Side) > LEVEL 3 ENGINEER: Dave Miner-503.710.6296 2'- ENGINEERING FIRM: K&B Technical Solutions (81"1E0oc" lock ut h8 End) PROJECTNUMBER: PA-1400004699 LOCATION: SW Beveland St East of SW 72nd Ave TYPICAL DETAIL #2 TYPICAL DETAIL #1 0 10' 20' 30' 40' 50' Tigard,OR 97223 L el 3_PA1400004699CRy OfTigard Pe mit Drawing UTILITY VAULT PRE—CAST 253TA OLDCASTLE — 25495139 BORE DETAIL DRAWING NAME.=4131_�049) SCALE: 1"=50' 1 CONFIDENTIAL/PROPRIETARY SHEET: 1 OF 2 I W I EXCAVATE 3'X3' RECEIVING PIT AND PLACE 7455 CONSTRUCTION NOTES o NEW 30"X48"06" VAULT OVER EXISTING 7540 CONDUIT STUBBED NEAR TELCO PED �_ECP-EDP \w w 1. ALL WORK AREAS TO BE RESTORED TO - \ LIKE OR BETTER CONDITION. w 3 F v 9 2. ALL OTHER UTILITIES ARE BASED OFF E� �G pp' FRpM EGP EXISTING LOCATES OR UTILITY I W STRUCTURES. 7615 I ° f E\ I - 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES I _ - ; — ` a BEFORE DIGGING. PULL FIBER CABLE THROUGH EXISTING CD E 2 I \ o o LEGEND CD CONDUIT AND EXIT CITY OF TIGARD ROW LEVE83 36 w DIRECTIONAL DRILL �••—••�•• 7650 3 I NAME I A cnPROPOSED LVL3 VAULTTYPE w OWNER M 1 , EXISTING CONDUIT ---------- o s' t o' i '� F 7505 EXISTING UTILITY POLE OWNER ®POLE ID �d03 M a_ /M_d03 M/ SCALE: 1"=10' 0 7565 w 1 PROPOSED RISER / 3 BORE AND/OR RECEIVING PIT L__, oo RIGHT OF WAY R/W d03 EDGE d0 - "� w m o EDGE OF PAVEMENT EOP EXISTING SIDEWALK - — V SSW wBEVEL—ANDST _—,Ew._ i N --SD— I --- EXISTING STORM DRAIN VT VEXISTING STORM MANHOLE _ w o °per 30"X48"X36"I a/w \ �.�_` Eoa W�� SE ��03� EXISTING SEWER SEW LEVEL3 •�' EOP w -s Eoa � E •-Ey _ - EOP- w --��w SEw— ��_SEW � EXISTING WATER W SW BEVELAND o_ EXISTING GAS - ST ►. 10�°; °P �— EXISTING ELECTRIC E MINE�0. s4 E0P E w EoP w w� EXISTING POWER VAULT/PED OR \ N i-`d U • ■■ EOPW 7610 EXISTING STREET LIGHT °P d03 a EXISTING TELEPHONE T LZ 0 b o 0 y N EXISTING TELECO VAULT PED OR Q? J 1/2 ul x+[IN]nu sa /01/4(s) cv ' EXISTING CAN crr,rn Rn(2 MES) z/S-i x+[1021 LOK$3.,[x IrAn .— p do PJLES r J EXISTING CAN VAULT/PED 0 OR TREE Mi M 91EP d 2 R c BORE AND PLACE (1)-2" CONDUIT 7450 zee Ds)TMeu la dUAZITE LMO / � "i AGGREGATE A MIN. OF 36" BELOW GRADE [121 E,/z[u] V c'M(2 // / .3G3o4SHsoaEV2 / /GRANULAR / / sa01¢ssAn, s n. ,� OR smricE us-es "/2 pS1)° o / NATIVE HIM FILL FILL AS 5�8 a2 //SPECIFIED SYVn FOH 511E PS To PHOTO LOCAl10N5 AND ONENTATOL SEE SHEET I1/2-,z uxc 3/11-2 nwE.n s;1r 2Ln:nwc, umxc emr E SS,7-M+Mcss 2 Mcrs 12" 3 AS—BUILT z 2 REVISION j 1 1 01/23/15 T.H. J.M. ORIGINAL NO. DATE JENG DESIGN DRAFTING COMMENT +s Know .whaVs below. Call before you dig. zzoi `//i• EENIIYNICATIENf LEVEL 3 ENGINEER: Dave Miner-503.710.6296 ENGINEERING FIRM: K&B Technical Solutions TYPICAL DETAIL — #2PROJECTNUMBER: PA-1400004699 dUAZITE 30X4BX36 ASSEMBLY TYP I CAL DETAIL — #1 LOCATION: SW Beveland St East of SW 72nd Ave W/(4) 24"CABLE RACKS BORE DETAIL 0 10' 20' 30' 40' 50Tigard,OR 97223 & (4) 7 1/2" HOOKS DRAWING NAM E:Level 3_PA-1400004699_cityof Tigard Permit Drawing PG3048Z987EV2 i (TW-4131-3049) SCALE: 1"=50' 1 CONFIDENTIAL/PROPRIETARY SHEET; 2 OF 2 a 1W CONSTRUCTION NOTES 7455 7405 7355 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 3 .. ........... 12465 2. ALL OTHER UTILITIES ARE BASED OFF E* —SEW 03 So dO3_ �v EXISTING LOCATES OR UTILITY So dO-3—7------- Win,/a_ STRUCTURES. —so d0 ----------- 7305 —W BEVELAND ST- So do, 3. IT IS THE CONSTRUCTION CONTRACTORS -'2) RESPONSIBILITY TO CALL FOR LOCATES mow coo do BEFORE DIGGING. EDP oft.E E 529 •a ■ EDP E P W EDP LEGEND VT_1 BORE AND PLACE (l)-2- CONDUIT A 253TA -Z D 0 LEVEL3 Q) MIN. OF 36" BELOW GRADE DIRECTIONAL RILL L C? -C' NAME (2)-5'x5' FLAGS PROPOSED LVL3 VAULT TYPE OWNER 2,�7 OF SIDEWALK FOR BORE PIT AND *w 0 REMOVE/REPLACE 41� do, C:) OWNER PLACE NEW 253TA VAULT A EXISTING UTILITY POLE POLE ID 7450 7175 PROPOSED RISER 7410 , F T REMOVE/REPLACE SIDEWALK FLAG r ----------_SdO3 L__J dO3 BEV,,,, RIGHT OF WAY _R/W ��Sw /C7 rvo OP \ EDGE OF PAVEMENT _EOP ST --SEW—CD _C) 'E*---SEI-- EXISTING SIDEWALK 7 EXISTING STORM DRAIN --SD——- O w- ' / O •• OP EDP —W�W_ EXISTING SEWER —SEW dol■ EXISTING WATER —W REMOVE/REPLACE (2)-FLAGS OF SIDEWALK R EXISTING GAS E E, (77 SO. FT. TOTAL) FOR BORE PIT _CD EOP- EXISTING ELECTRIC EXISTING POWER VAULT/PED c OR --- - - - - t\ - _ 12615 o. EXISTING STREET LIGHT C� OM EXISTING TELEPHONE CD- "CN- CN r, EXISTING TELECO VAULT/PEO OR raw 0,d EXISTING CAN a EXISTING CAN VAULT/PED OR mo TREE w/L.cking Bolts 12600 T T, ,I- Optional-N-Slip Doors 0 Full 160'Open Galvanized Diamond Plate Go- :1-- 75.00'- Bolt Down Looking Did-H —54- 8.00' "'T....... .il (2) gone .......... COVER with DZUE E FRAME ADJUSTABLE Lgee AGGREGATE Na. 25PASSEMBLY 229 Ids. BORE AND PLACE (1)-2' T T use to Suit. b ef. ........... ............ ,here Vest l,cct;o, CONDUIT A MIN. OF 36" F ,here at subjected I PGE PO G to high density traffic. NATIVE BELOW GRADE 1642 'a FILL I OT A�5 BASE10v SPEC -- - - — — — — — be l.. Lif Hale 0 5' '01 :E SHEET I FOR SITE PH0701AWHIS. 3--1 d Side) _n No. 25 SNn CMSl TO R*TO LMTWS AND CIMENTATION. SEE 2,0320 13 SCALE: 1"=10' 3 -AS-BUILT 12" 2REVISION I I • 1 01/23/15 T.H. J.M. ORIGINAL NO,I DATE IENG DESIGN[ DRAFTING COMMENT Know ifilhaflibelow. ifiv l4'-0"Long G 1,..ized- Call before you dig. rjC911111111 111CAT16111sk .. Each SiC"Charnel LEVEL 3 ENGINEER: Dave Miner-503.710.6296 (1 de) > ENGINEERING FIRM: K&B Technical Solutions "Elldako,t (1 Each End) PROJECTNUMBER: PA-1400004699 LOCATION: SW Beveland St East of SW 72nd Ave TYPICAL DETAIL #2 TYPICAL DETAIL #1 0 10' 20' 30' 40' 50' Tigard,OR 97223 DRAWING NAME:Level 3PA-1400004699_Gfty of igard Permit Drawing UTILITY VAULT PRE-CAST 253TA OLDCASTLE 25495139 BORE DETAIL ('fW-4131-3049) SCALE: 1'=50' CONFIDENTIAL/PROPRIETARY SHEET: 1 OF 2 IW I CONSTRUCTION NOTES I EXCAVATE 3'X3' RECEIVING PIT AND PLACE 7455 NEW 30"X48"x36" VAULT OVER EXISTING — — _ — — — — — — -� I 7540 CONDUIT STUBBED NEAR TELCO PED / EOP__ _E°P \w� 1. ALL WORK AREAS TO BE RESTORED TO - LIKE OR BETTER CONDITION. 3 2. ALL OTHER UTILITIES ARE BASED OFF E N4 pp' EXISTING LOCATES OR UTILITY W STRUCTURES. 7615 3. IT IS THE CONSTRUCTION CONTRACTORS _ RESPONSIBILITY TO CALL FOR LOCATES o BEFORE DIGGING. PULL FIBER CABLE THROUGH EXISTING / _p, VT 2 i o LEGEND 0 30'x48"x36" CONDUIT AND EXIT CITY OF TIGARD ROW , LEVEL3 I x DIRECTIONAL DRILL I o k m1NAME 7650 a j f �� i o W I' ( PROPOSED LVL3 VAULT OWNER a 0 — i — ➢ I_ _ — — — — EXISTING CONDUIT ---------- i o s 10' i 7505 EXISTING UTILITY POLE ®POLE WNER EOP ,4 1 �' a I g �d03 ^ a��-dO3 SCALE: 1"_�`♦ o F w PROPOSED RISER 7565 m d i N BORE AND/OR RECEIVING PIT RIGHT OF WAY R/w =d03-- d0 -`� _, l o EDGE OF PAVEMENT EOP _ d w� �-�_SS sdO� I ,�.\)y N EXISTING SIDEWALK - - I - V �rw W BEVELAN d° _ `� —_ - SD I DST __ W z b - EXISTING STORM DRAIN _ _ _ �� _msµ Q �p w��_- �'— w � ~^ s°_ °3�—= .-� _ \ VT-2` "_ "- - E EXISTING STORM MANHOLE R/{y ■ -W ---SEW d03 F• - 30"x48"x36" �� _ W 5,- _ M LEVEL3 \ •. E0P —_03. EXISTING SEWER sEvr W ,i EXISTING WATER w— o � EOP � • L.; EOP- -r- I f I Riw a �f�E-- E E6P�W�W SW BEVELAND ST- o�.o. EXISTING GAS d.J - ►■ EXISTING ELECTRIC E a°� o o W a T•■ k P■• E0P EoP W W— W EXISTING POWER VAULT/PEO OR I C, Eop 7610 � v ■ . ..�■� E EXISTING STREET LIGHT 9 a�o� \ / � m � � _ ¢ •�— EXISTING TELEPHONE r _ o o o EXISTING TELECO VAULT PED OR N "' EXISTING CAN TV GEXIrn ax(z r ES) 3/e-1 x w(101 LOG ss.XEx xQn .— p do , EXISTING CAN VAULT/PED OR 7450 TREE o 2 X9ER J d '" BORE AND PLACE (1)-2" CONDUIT 5/0[Ifil RWU F10f£W/41 Ip O® 0°nzlre L= >,>% / e, De%e� AGGREGATE A MIN. OF 36" BELOW GRADE PmUdts)1/f[I3]DEEP U(P �c30481as00Ev2 ///GRANULAR/ ' W1¢asrµr d a // OR smarcE us-ab 71/][191]uaE o / NATIVE �pleXq°sX /'/ FILL / AS 'SPECIFIED ' z4[m0]tuelt WK49 g0I 2z 91 IB 1/ ' 4&S SYMBOL CMSPONOS T j FOR SITE TO LOCATIONS AND ONENTATK*L SEE I/1-13 UNC 3/B-1 11WreD V1 KI... Uf11XD 80.1 E 5,5.Q-xur 4 a1.�s z necEs 12" 3 AS-BUILT z2 REVISION / 1 [ai4l cy-L • 1 01/23/15 T.H. J.M. ORIGINAL NO. DATE ENC DESIGN DRAFTING COMMENT Know .what's below. Ljovwfoly\ CBII before you dig. u 3/4(m]XtgCMQ1r °S� 'k '•\�%�\�j\j\�\�\� M 11 U N 1 C A T I f PG3048e85fi '\�,�\C�\\ LEVEL 3 ENGINEER: Dave Miner-503.710.6296 ENGINEERING FIRM: K&B Technical Solutions TYPICAL DETAIL_ — #2 PROJECT NUMBER: PA-1400004699 QUAZITE 30X48X36 ASSEMBLY TYPICAL DETAIL — #1 LOCATION: SW Beveland St East of SW 72nd Ave W/(4) 24" CABLE RACKS BORE DETAIL 0 10 20 30' 40' 50' Tigard,OR 97223 & (4) 7 1/2" HOOKS DRAWING NAME:Level 3_PA-1400004699_cdy of Tigard Permit Drawing PG3048Z987EV2 (TW 4131-3049) SCALE: 1"=50' CONFIDENTIAL/PROPRIETARY SHEET: 2 OF 2 CONSTRUCTION NOTES 7455 7405 _1�1 Q � 0 7355 0 0 0 —Tv cz b IN, LIKE 1. ALL WORK AREAS TO BE RESTORED TO =! Tv Tv W 3 LIKE OR BETTER CONDITION. d —y�3 �T Tv 12465 h 2. ALL OTHER UTILITIES ARE BASED OFF Ew s�°3 �Tv EXISTING LOCATES OR UTILITY ti�1 d03 ��_ o '^ SEW—SEW so so do-3 TV— 's a 3 STRUCTURES. _ —d03 W SW BEVELAND $T_o_o �s\do3 \\ 7305 3. IT IS THE CONSTRUCTION CONTRACTORS EOP Eo W— SEW—SEW \� RESPONSIBILITY TO CALL FOR LOCATES •�.. Cap WSW �' _SEW do a Q BEFORE DIGGING. 529 •■ EOP w ■ ■■ E P —�W \ 9° ; ■ EOP —W SFW d03 W I z IE p ■ UII Q W - X.■ ■ Foo VT1 \f so W BORE AND PLACE (1)-2" CONDUIT A LEGEND o LEVEL33TA ■• � F0 sFW a's MIN. OF 36" BELOW GRADE DIRECTIONAL DRILL 0 0 •• oa sFW \do ti NAME REMOVE/REPLACE (2)-5'x5' FLAGS 4 o 0 PROPOSED LVL3 VAULT OWNER OF SIDEWALK FOR BORE PIT AND PLACE NEW 253TA VAULT �o�o g � h SFW aos� N W° 3 EXISTING UTILITY POLE ®POLE RID 7450 7410 oo , F W a,, 7175 PROPOSED RISER oe S wdo,\so 'd01 T T F% REMOVE/REPLACE SIDEWALK FLAG �__ °� �C' • \W \ �o d03 � so T`te— / ��' Q �• w �jAND r COP— RIGHT OF WAY R/W Sr(> EDGE OF PAVEMENT EDP � GD 4'� ,• C.a \N, `)/—SEW--__ :j:::: �-p iEW SEW n y. EXISTING SIDEWALK oo ■■ EOP \w W EXISTING STORM DRAIN SD / ti' �. WSW EXISTING SEWER -SEW 6 1 EOP W d0— /` 0 ■■�■■ •� EXISTING WATER W • ■�■I REMOVE/REPLACE (2)-FLAGS OF SIDEWALK 1w— EXISTING GAS c a I R" �< EXISTING ELECTRIC E (77 SO. FT. TOTAL) FOR BORE PIT o a I VAULT/PED OR ¢ t _ EDP- EXISTING POWER VAULT _ _ _ _ _ _ _ _ _ _ � � o o � o 12615 / ♦ EXISTING STREET LIGHT eoA � ¢ (=� ;-CD o_ z EXISTING TELEPHONE T EF` I I CN EXISTING TELECO VAULT/PED OR ■. E v 0. I / paEXISTING CAN TV ■•��■�� E i Tv I / EXISTING CAN VAULT/PED 0 OR TV \Tv� / TREE I FA Full 180'Open Galvanizetl Diamond Plate Doors OptionainNc,Sli I / 12600 --- ---- Option -N Slip Doors 75,00' a. ---_ ----- ___ - p° epi of pe >oeiop I P 54.0013.00' Looking - - _--- ° o 8.0o.0 ' __ _ _ a COVER wth RAMAGGREGATEAOU3TABLE FRA 25P ASSEMBLY ________ ____________ 2291. 1. T_ a I BORE AND PLACE (1)-2" R Suitable for s ______________________ AGRANULAR',' / of ation _______________ 1j" a / DR CONDUIT A MIN. OF 36" in notes h'eded ' _==__=-_==_ ' I BELOW GRADE p PGE POLE o t high density nsity toffic. -__- o �/ NATIVE ,i 1642 FILL X / AS / / - 1♦ — I / 0 3 0 BASE X10( -s}" ' SPECICI 3' FIED — — — — — — — 11� No. 253-BT f" '�� /',' /' MBOL CORRESPONDS TO PHOTO LOCATIONS AND ONENTAIgN. SEE 2,320 lbs 3-1 4-g2 111"Dic.Lift)ole //, / // 0 5' 10' I I d03 (1 Eoch side i SHEET FOR SITE PHOTOGRAPHS. z SCALE: 1"=10' 3 AS-BUILT t2^ 2 REVISION / 1 1 01/23/15 T.H. J.M. ORIGINAL z O S-4" o NO. DATE ENC DESIGNI DRAFTING I COMMENT a o Know what's below. 4'-0"Long cainaea— Callbefore you dig. C"Channel (1 Each Side) 5'-3" LEVEL 3 ENGINEER: Dave Miner-503.710.6296 �2'-32'xx10"et ENGINEERING FIRM: K&B Technical Solutions (1 End) (1 Each a PROJECT NUMBER: PA-1400004699 LOCATION: SW Beveland St East of SW 72nd Ave TYPICAL DETAIL - #2 TYPICAL DETAIL - #1 0 10' 20' 30' 40' 50' Tigard,OR 97223 UTILITY VAULT PRE-CAST 253TA OLDCASTLE - 25495139 BORE DETAIL DRAWING NAME:Level 3_Pn-1400°04699_City of Tigard Pe mit Drawing ('fW-4131-3049) SCALE: 1"=50' CONFIDENTIAL/PROPRIETARY SHEET: 1 =2 F W I CONSTRUCTION NOTES EXCAVATE 3'X3' RECEIVING PIT AND PLACE 7455 o NEW 30'X48"x36" VAULT OVER EXISTING — — — 7540 CONDUIT STUBBED NEAR TELCO PED �.F11P—FOP �W �1 y 1. ALL WORK AREAS TO BE RESTORED TO \ f LIKE OR BETTER CONDITION. I ° v a 2. ALL OTHER UTILITIES ARE BASED OFF a q FRAM EDP EXISTING LOCATES OR UTILITY NA 00 o STRUCTURES. A 7615 I y W I � 3. IT IS THE CONSTRUCTION CONTRACTORS \E RESPONSIBILITY TO CALL FOR LOCATES I _ — — T TV_ I BEFORE DIGGING. PULL FIBER CABLE THROUGH EXISTING f 9 y o m LEGEND CONDUIT AND EXIT CITY OF TIGARD ROW o LEVE "X36"p W I LEVE "x36" I W DIRECTIONAL DRILL ■• •• •• o ik m 7650mik NAME o I 9 aPROPOSED LVL3 VAULT OWNER o %- L — — L — — — — — �� EXISTING CONDUIT71- — -------- o s' 10' ♦♦ 7505 EXISTING UTILITY POLE ®OWNER EOP M ti��4 w ♦♦ o POLE ID �do3 4 a��1103 SCALE: 1"=10' .01 PROPOSED RISER dpi V, ♦♦ - 7565 _ �EOP o o d ♦♦ m BORE AND/OR RECEIVING PIT __ ry F ryRIGHT OF WAY R/w _ o c — / - - SEW °� ♦ MH do 3D—doG3� T Tv EDGE OF PAVEMENT EOP _ — — �— _ d W —1—SEW ♦♦ iso do so cdo TV v r m o I EXISTING SIDEWALK \ ��S c 7 o SW BEVELAND ST�SFw_ o Dido ti r r�s° EXISTING STORM DRAIN SD c VT-2 t — •�� —W� SEW-SEW 3D=��- Tv Tv EXISTING STORM MANHOLE MH °"jO� 30"x48"X36' R/w �•• £ TA' EOP W SEW -SD 1103 r LEVEL3 \ •.� E0P w w "� SEW � SD d0 SEW— � EXISTING SEWER —SEW SD. EXISTING WATER w \ ■■ W — ° EDa R/W a . .• EOP _• P w�W—W—SW BEVELAND ST—Q?- 0 • �,-- EXISTING GAS c o W EXISTING ELECTRIC E \ app o w a m. ■, °e EDP Eop W Eop W—W EXISTING POWER VAULT/PED OR 7610 m o ■_• EXISTING STREET LIGHT z EXISTING TELEPHONE T o EXISTING TELECO VAULT/PEO o OR 0 aGT 1/2[u] 4[,D21 P a "1 /n/4(61 CD c; N ' EXISTING CAN Tv cen,u ex(2"u[sl \\YJ/8-i x 4(1021 LONG ss. QNEAD SJp 110 EXISTING CAN VAULT PED o OR NJ �J/B[I6f 6.i TREE O Mi NAS[R t d 'PLACES BORE AND PLACE (1)-2" CONDUIT 7450 e 0sI aD xaF r/4,v4 O - OUhME LOGO D . . . . >i ' AGGREGATE A MIN. OF 36" BELOW GRADE [J2]YS),/2[13]DEEP C'60RE I2 // / .�cJG4s 00ev2 / i6 ANULAR/, OR am�ssr4v, a // 9JfU/LE MS-66 ,,/2 psi]rac o / NATIVE FILL / / AS 5�5 'SPECIFIED/ / 24[6,D1 c elE RPpf 49 501 22 91 16 I/ / / 4 Puss (12 155 Igl / / / / / SYIQM COfd7ESPON05 TO P,00 LOCATIONS AND ORENTATKK SEE SHEET I FOR SITE PHOTOON,n-,J ONE ernr uEnxc aro-, wua EEv wDxwc. E S.S Q-NU, 4 12" 3 AS—BUILT z 2 REVISION # 1 [91 O 1 01/23/15 T.H. J.m. ORIGINAL NO. DATE JENG DESIGNI DRAFTING I COMMENT a KnoC811aow. Lem before lyou dig. 3 • w J/4[2,]xxocxart 2 F/LH W Z' PG3048BB56 /\�\\�\\�� LEVEL 3 ENGINEER: Dave Miner-503.710.6296 ENGINEERING FIRM: K&B Technical Solutions TYPICAL DETAIL — #2 PROJECTNUMBER: PA-1400004699 QUAZITE 3OX48X36 ASSEMBLY TYPICAL DETAIL — #1 LOCATION: SW Beveland St East of SW 72nd Ave W/(4) 24" CABLE RACKS BORE DETAIL 0 10' 20' 30' 40' 50' Tigard,OR 97223 & (4) 7 1/2° HOOKSDRAWING NAME:Leve13_PA-1400004699_Cityof Tigard Permit Drawing PG304BZ987EV2 (TW-4131-3049) SCALE: 1"=50' CONFIDENTIAUPROPRIETARY SHEET: 2 OF 2 Page 84 2011 Edition Stationary Lane Closure with Flagging Diagram 320 Diagram 320 covers total closure of one lane of a two-lane, two-way roadway. See the detail inset for the layout if using a single flagger to control both directions of traffic on low volume roads (less than 400 ADT)with good sight distance as discussed below. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3—Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. Flaggers at each approach are required if any of the following conditions exist: a. Night Operations. b. Work space is over 200 feet in length. c. Sight distance is less than 750 feet from each approach through the lane closure. d. Traffic volumes are greater than 400 ADT. 4. The length between the Flagger Ahead signs shall not exceed one mile. Use Diagram 340—Lane Closure with Pilot Car if exceeding one mile. 5. Cones should be used to outline the work space when curves or other roadway alignments prevent clear direction for the motorists to pass the work space safely. 6. Cones along the work space are recommended when posted speeds are 45 mph or greater, when working under heavy traffic or when travel lanes are narrower than 11 feet. 7. Extended queue signing (see Diagram 5-4) should be used when traffic queues extend beyond the initial advance warning sign. 8. When flagging near an intersection, the "Flagger Ahead" (CW23-2) sign should be visible to traffic entering from any side road. Additional advance warning and Flagger Ahead symbol signs may be placed on the side road(s). 9. Sign set-up and flagger placement shown may be used for intermittent full road closures of 20 minutes or less. 10. The"ONE LANE ROAD AHEAD" (W20-4) sign is optional and should be considered on high volume or high speed roads, or when extended queues are expected. Chapter 5 December 2011 2011 Edition Page 85 Stationary Lane Closure with Flagging Diagram 320 p Y¢O Q00= I C S 3 Q O ZO W o 5Q� a n LUcc O m ca Wa - W �"� I t � 0 LU R cc a. maay I,< ?� • c m to •• L as >o a I i •� ooL I m i tCO I I I EE r� I•' • m I � V� I I •' j oa I•' • IM >v � ` O I may c 1 1 r m wo It ———————————-- Sign —Sign Spacing and Buffer Lengths(feet) 1 1 Z o iC p c Posted Spacing Between Signs Buffer g¢ 4 LU Speed A B I C Space o cc O 20 50 25 100 100 100 75 30 100 35 40 350 350 350 150 p O 45 [450 80 50 500 500 500 10 55 December 2011 Chapter 5 2011 Edition Page 55 Pedestrian Accommodation, Mid-Block Diagram 5-7 The sidewalk should be closed at the nearest intersection on each side of the work area when a safe, ADA-compliant path through the work area of is not available. 61DEWALK CLOSED SIDEWALK CLOSED or AHEAD CROSS HERE -� CR083 HERE 24x12 Type°W1° 24x18 (Mount on B(II)L) Type*W1 SIDEWALK CLOSED 24x12 Type°W1° (Mount on B(II)LR) (2 Regd.) SIDEWALK CLOSED SIDEWALK CLOSED or AHEAD CROSS HERE ~- CROSSHERE 24x12 Type°W1° 24x18 (Mount on B(II)R) Type°Wi° December 2011 Chapter 5