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PFI2017-00148 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12017-00148 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 08/10/2017 Parcel: 2S 113B000600 Jurisdiction: Tigard Site address: 16580 SW 85TH AVE Subdivision: None Lot: None Project: CWS PFI Project Description: Hot tap of water line for new 4"fire line Owner: FEES Description Date Amount PFI Permit Fee 08/10/2017 $300.00 PHONE: Fire Service Connection-Base Fee 08/10/2017 $1,495.00 Contractor: PHONE: FAX Applicant: AJ MICHAUD PO BOX 1000 SHERWOOD, OR 97140 PHONE: Total $1,795.00 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: �✓V v Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12017-00148 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 Ken Fisher at 503-816-6146 or Kenny@tigatrd-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 RECEIVE® AUG 0 3 2017 City of Tigard � CITY OF TIGARD PUBLIC WORKS — ENGINEERING PLANNING/ENGINEERING Public Facility Improvement (PFI) Permit TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ❑ TYPE 1-Franchise Utility Work Check one: ❑ Utilities ❑ Sidewalk/driveway approach ❑Streetimprovements performed by NWN, PGE ti and/or utility agency. Detailed description: HOT 1�`� PK? Q,F v�-6�� C E_y0 K TYPE 2-Sidewalk/Driveway/Sewer L J t, L�N Work performed for the purpose of: -1 ff • Sidewalk installation or repair. Property address/location(s): • Driveway approach installation _ and/or repair V-' SS f Phle FgRTL_yk,N i). c_,R • Sanitary sewer lateral installation and/or main line tap Applicant: It-G(-f At-Ah � - TS c,aAX $T ElTYPE 3-Full scale Development Work performed with Land use Address: QED tCX- D approval which includes any of City/state: t V�2- Zip: q�R'I`-1 the following: Phone: Email: e- • Subdivisions or Partitions Contact name: AS VIATCA-iAl-Zh Phone: S�^-jIcohor�aCt),n_.� tA • Streetwidening • Mainline installation for Sanitary Contractor: TS (,(2 !Q�-y �:vNS 1 2LaCT'LC�P{ sewer, Storm sewer, Tigard water and/or Tigard Water Service Area CCB#: l 4 r�-4 S 1i Expiration: Address: PCU 1?iCJx (UC%V SUBMIT COMPLETED APPLICATION TO: City/state: OCL Zip: City of Tigard Phone: Email: Planning/Engineering 13125 SW Hall Blvd. Contact name: A-S L,,,TCH AuD Phone: Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: TLVA 2ZPP CY only may be emailed to: rowpermitsQ)&ard-or.gov Address: 7 GSo &u- Tic Vt;1l.►\H0 SZ Sct-T�'rV fcXi City/state: R 0 ,U(L- Zip: 02 2-23 Phone: Email: Case No.:T ��ZO X-I - 00 k q 8 Contact name: Application submittal fee: S }019.00 Additional fees: Estimated value of work is required(if over$5,000):$ 2, 520 Application accepted: / (within the public right-of-way) By:�_Date : 8/3 l 1'7 Is work related to a LAND-USE DECISION? ❑ Yes ❑ No Application reviewed: By: I ate: -I? If so,please specify (MLP, SDR,SUB, etc.) case #: Applicant notified: Is work related to a BUILDING PERMIT? fA Yes ❑ No By: _Date: I f so,please specify(BUILDING PERMIT)case#: I:\ENG\PermltApplications\pfi application Rev.12/16/2016 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 15.041.140. * 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 owner's signature on the application BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon 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. -4/1/4 Apphcant/Authorized A ent'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 � a 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 FEESFOR STAFF USE ONLY Public Facility Improvement(PFI)Permit: DETAILED SUBMITTAL REQUIREMENTS APPLICATION FEE Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/ PERMIT FEE DRIVEWAY AND UTILITY CONNECTIONS,ETC. Part 2: All non-water system improvements (work in the right of way) Engineer's estimate X 5% (less$300.00 submittal fee) Engineer's estimate X 2%Plan Review Sketch Including information below) WATER SYSTEM FEE ❑ Dimensions Part 3: All public water system improvements ❑ Street Name Engineer's estimate X 12% ❑ Site Address PFI Permit Fee Exemptions: FULL SCALE DEVELOPMENT There will be no permit fee charged,or assurance required for the following types of work: (Subdivisions/Partitions.and Street Improvements) • Sidewalk repair (less than 20 lineal feet) • Relocate or replace mailbox Design Plans • Ditch cleaning that does not involve regrading. (6 sets,2406 or 22x34) • Weep hole repair ❑ Cover—Site,Vicinity,Abbreviation,Legend • Curb repair or replacement(less than 20 lineal feet) ❑ General Notes(City,Water,Sewer,etc.) • Lawn sprinkler system installation or repair ❑ Street(Plan,Profile) • Street tree pruning or planting ❑ Water,Storm and Sanitary(Plan Profile) • Planter strip landscape maintenance ❑ Water Quality Facilities • Test wells ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Note: A cash assurance may be required per Storm,Sanitary,Water,Signage,Street Lights,etc) TMC 15.04.140.(customer deposit) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Platt and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) Additional Submittals (per Land Use conditions) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design(if applicable) ❑ Water Department Approval PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 SAMPLE SKETCH: Edge of Pavement Ditch —� Streetlight 1 -- ----------- —C--- FY Troe 1 r x�Dom, � a 1 � ctisue�er 1 � o � I j N Ila ti+at�ts 1 1 Existing >I Driveway c'5 1 I 1 CL �' o1 1 a) 1 vim' 1 R' ► I Io -E COP, 1 a i Pic, i,,sties j Powerpole I I o 0 1 �' la grJ� i -------'7470yL1ne—-—-—-—-—- I1 Fire Hydrant(FH) � I I Scale: 1"=30' � 1 I � I � � I I � � I 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 - www.tigard-or.gov - 503-718-2421 - Page 4 of 4 deca GENERAL UTILITY NOTES GENERAL GRADING NOTES LEGEND ARCHITECTURE.INC I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. PROPOSED EXISTING 935SE.ad.So.%Pord. Omgor 97214 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED m 6032N 1997 f—Sm 2796568 EDITION OF THE PLUMBING CODE, BUILDING CODE, AND THE FIRE CODE. CONSTRUCTION DOCUMENTS, INCLUDING ADDENDA ON THE PROJECT SITE AT PROJECT BOUNDARY —— WORK IN THE RIGHT OF WAY SHALL ALSO CONFORM TO THE STANDARDS ALL TIMES. PROPERTY LINE —OF CITY OF TIGARD AND THE TIGARD WATER DISTRICT (TWD). 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER EASEMENT LINE ---------- 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED (BOO 332 2344) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. FENCE CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES CURB ALL TIMES. SUCH AS GAS, TELEPHONE, POWER, DATA, ETC. CONFIRM VAULT LOCATIONS 4. THE CONTRACTOR SHALL NOTIFY THE OREGON UTIUTY NOTIFICATION CENTER WITH THE ARCHITECT. EDGE OF PAVEMENT (800 332 2344) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. 5. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED 1' CONTOUR 109-- 5. EXISTING CONDITIONS SHOWN ARE BASED ON PLANS PROVIDED BY THE OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT 5' CONTOUR 110 OWNER AND HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL DETERMINE REQUIRED INTERVALS. 48—HOUR NOTICE IS REQUIRED. STORM SEWER UNE —SD— ALL EXISTING SURFACE ELEVATIONS AND UNDERGROUND UTILITY LOCATIONS 6. EXISTING CONDITIONS SHOWN ARE BASED ON PLANS PROVIDED BY THE WATER LINE AND ELEVATIONS, BY POTHOLING AS NEEDED PRIOR TO ORDERING MATERIAL OWNER AND HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL DETERMINE OR COMMENCING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY ALL EXISTING SURFACE ELEVATIONS AND UNDERGROUND UTILITY LOCATIONS FIRE WATER LINE FW-- TO SCHEDULE CONFIRMATION OF ELEVATIONS AND/OR POTHOLING SUCH AND ELEVATIONS, BY POTHOLING AS NEEDED PRIOR TO ORDERING MATERIAL DOMESTIC WATER UNE DW THAT IF DISCREPANCIES OR CONFLICTS ARE ENCOUNTERED, SUFFICIENT OR COMMENCING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY SANITARY SEWER LINE DURHAM TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS TO SCHEDULE CONFIRMATION OF ELEVATIONS AND/OR POTHOUNG SUCH GAS UNE TPS BUILDING REMODEL APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT THAT IF DISCREPANCIES OR CONFLICTS ARE ENCOUNTERED, SUFFICIENT SCHEDULE. TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS OVERHEAD UTILITY WIRE 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT UNDERGROUND POWER UNE CLEAN WATER SERVKES SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM SCHEDULE. COMMUNICATION LINE VAULT LOCATIONS WITH ARCHITECT. 7. FINISHED GRADES ARE TO BE BROUGHT TO WITHIN 0.03 FT. IN 10 FT. OF 16060 SW 85m A>e 7. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED THE FINISHED GRADES SHOWN. CONTRACTOR TO ALLOW FOR PLACEMENT OF EXISTING FEATURE OR CONDITION (E) ryord.01 97224 OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED TOPSOIL AND PLANTINGS IN ROUGH GRADING. CATCH BASIN CB REQUIRED INTERVALS. 48—HOUR NOTICE IS REQUIRED. B. GRADING ELEVATIONS AS SHOWN ON PLANS ARE FINISHED GRADE, WHICH TOP OF CURB TC 8. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. INCLUDES PAVING, BASE ROCK, AND SUBGRADE SOIL CONTRACTOR IS GUTTER C Project y 6788 EXISTING UTILITIES AND POINTS OF CONNECTION TO EXISTING UTILITIES AND RESPONSIBLE TO COORDINATE GRADING WITH EXCAVATOR, PAVING TUR Project x: 15285 LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE CONTRACTOR, AND LANDSCAPE CONTRACTOR. BACKFLOW PREVENTER BFP VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION OR 9. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES PERFORATED PIPE PERF ORDERING MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPACTED BY SITE DEVELOPMENT FOLLOWING COMPLETION OF CLEAN OUT CO SCHEDULE POTHOLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, CONSTRUCTION OR AS DIRECTED BY THE CITY OF TIGARD. NO SEDIMENT TOP OF WALL TW lYl SUFFICIENT TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE SHALL BE ALLOWED TO ENTER NEW OR EXISTING INLETS. MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE BOTTOM OF WALL AT FINISHED GRADE BW T.M.RIPPEY PROJECT SCHEDULE. FINISHED GRADE FG 9. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, CONSULTING ENGINEERS BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. FOOTING FTG 7650 SW Ekv<hnd,Suite 100 10. INSTALL CLEANOUTS AT 100' MAXIMUM, AND AT ALL LATERALS PER CODE. WATER SURFACE ELEVATION WSE Tigard,Orcga,97223 PROVIDE CLEANOUTS AS REQUIRED BY THE CURRENT OREGON PLUMBING GROWING MEDIUM GM Phone:(503)443-3900 SPECIALTY CODE. NOT ALL REQUIRED CLEANOUTS ARE SHOWN. BOTTOM BOT Fa (503)443-3700 11. UTILITIES WITHIN TWO FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE PLUMBING CODE. RED PROF( f� 12. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE �c\�GIN& APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES •r 166010 PRESENTED BY ONE—SIXTEENTH BEND, ONE—EIGHTH BEND, ONE—SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. �5-0" MIN. 25 x 13. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES I IMPACTED BY SITE DEVELOPMENT FOLLOWING COMPLETION OF 4" Jf 2R MAX. �qRl KOPOO� CONSTRUCTION OR AS DIRECTED BY THE CITY OF TIGARD. NO SEDIMENT SHALL BE ALLOWED TO ENTER THE STORM SYSTEM. exPIREs: s 30 is 14. CONTRACTOR TO TAP EXISTING PUBUC MAIN IN SW 85TH AVENUE AND ,2 EXTEND 4—INCH SITE FIRE SERVICE TO RIGHT OF WAY. CONTRACTOR TO COORDINATE WITH TWD FOR SCHEDULING THIS WORK. CITY OF TIGARD AND " /\ TWD APPROVED DDCV TO BE INSTALLED AT RIGHT OF WAY WITH ADJACENT UNDISTURBED NATIVE SUBGRADE 3" OF 1"-0" COMPACTED FDC. FDC CHECK VALVE TO BE INSTALLED INSIDE VAULT. DDCV AND CRUSHED AGGREGATE SITE/BUILDING FIRE WATER PIPE SIZING IS ASSUMED AND TO BE VERIFIED BY PROJECT FIRE SYSTEM DESIGNER. FIRE WATER PIPE JOINTS TO BE NOTES: MECHANICALLY RESTRAINED. SEE BUILDING FIRE PLANS FOR CONTINUATION 1. CONCRETE SHALL BE 4,000 PSI AT 28 DAYS, 6 SACK MIX, WITHIN BUILDING. SLUMP RANGE OF 1.5" TO 3". 15. LOCATION, SIZE, AND DEPTH OF EXISTING SITE STORM SYSTEM SHOWN ON 2. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY PLANS IS ASSUMED BASED ON OWNER PROVIDED PLANS AND HAS NOT APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT BEEN VERIFIED. CONTRACTOR TO POTHOLE TO CONFIRM LOCATION, SIZE, SPACING NOT TO EXCEED 45 FEET. AND DEPTH AS NEEDED, IN CONSULTATION WITH CITY INSPECTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE INVESTIGATION AND 3. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT POTHOUNG SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT RADIUS. SCHEDULE. 16. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE UPON ENCOUNTERING CONCRETE SIDEWALK SECTION ANY IRRIGATION PIPING OR CONTROL WIRES DURING WORK. ANY DAMAGED PIPE OR WIRES ARE TO BE REPAIRED BY THE CONTRACTOR AS DIRECTED I NOT O— Issue Revision Date BY OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST AND THE REPAIR IS TO BE MARKED WITH A STAKE AND FLAGGING. PERMIT 3/03/17 ADDENDUM 24/27/17 FDC LOCATION 2 8/08/17 GENERAL NOTES & LEGEND Scale AS NOTED Date April 27, 2017^ Sheet No. ( 1 0 0 1 I data ARCHITECTURE.INC i) 1 935 SE Alder So-t PoNr,d Oroyon 97214 td 5032391987 6u 5032396556 71.15T 170 G (E) GRADES. MATCH (E) PAVEMENT NEW CONCRETE WALK. & BASEROCK THICKNESSES. �\ G SEE DETAIL 1/C300. 170.65 E 171.50TC E QQQ 171.00G E) 171.15TC K•y,7y R N NTR 171.15TC 170.65G �`d \ " FENCING. SEE DETAIL MATCH E MATCH(E) 171 MATCOOTC H E G / - �• 171.50TC 171.25BW 17 LOOG MATCH E MATCH(E). TR TO DURHAM BE REMOVED TPS BUILDING REMODEL m171.00G FW QEAN WATER SERVICES c �a> TO REMAIN. PROTECT a • DURING CONSTRUCTION. 1606o sw 85th aye 171.55 �� iii 171.05G �� ngard,OR 6722 (: PROTECT DURING " LEEVE FO BW �j dy` CONSTRUCTION.PVC SLEEVE FO PROTECT DURING Project 6788 TM FUTURE IRRIGATION LINES nl CONSTRUCTION. k R Project t. 16265 REMAIN. PRT T DURING CONSTRUCTION. - L�� TREE ED - —fir BE REMOVED �i' O - O �—TJ a T.M.RIPPEY CONSULTING ENGINEERS ER ION CONTROL 7650 SW B-clarxi,Suite 100 _172.60 FENCING. SEE DETAIL. 17 Tigard Oregon 97223 •. / MATCH E Ph—(503)443-3900 \17 \ ING Fax:(503)443-3700 172.70 17 v �� a o 172.70 MATCH E) 4 v. 0 MATCH E PROVIDE 6"—WIDE BY ° 6"—HIGH OPENING TO \�) TREE TO REMAIN. �E�1FA PROFF If— _ TWO 4" PV S R \ ALLOW DRAINAGE. PROTECT DURING ��'<°t��4 0 / - -L — FUTURE IRRIGATION LINES • I55W • 7 .95 CONSTRUCTION. SEE BLDG. FIRE SYSTEM �x � REGRADE AS REQUIRED PLANS FOR CONTINUATION., TO PROVIDE SLOPE . AWAY FROM PATIO. F IN kr i6��Z L � , SEE DETAIL ON C300. �qRL lcoRoo EXISTING BUILDING �/ ExPIREs: 6 30 19 FINISHED FLOOR EL. 173.00 UNE t' RIM 172.60 JE 17 00 Y CONNECT TO (E) STM. SEE GENERAL UTILITY NOTE 15. ° ', E GAS LINE TERMINATTR E STM M CONDUIT WITH HANDHOLE. M TIC WATER LINE FDC MAIN PR T T DURING CONSTRUCTION. s i i © CONTRACTORT IN 4" DDCV WITH VAULT & FDC PER Issue Revision Date TIGARD WATER DISTRICT REQUIREMENTS. FDC DRAIN VALVE TO BE LOCATED INSIDE VAULT OR AT LOW POINT OF FDC PERMIT 3/03/17 PIPE IN SEPARATE VAULT WITH DRAINAGE AS APPROVED BY ADDENDUM 2 4/27/17 CITY OF TIGARD. SEE GENERAL UTILITY NOTE 14. 7 !E DOMFDC LOCATION Z2 8/08/17 METER/SERVICE'STI / GRADING & UTILITY 4" TAPPING SADDLE, 4" TAPPING PLAN WATER MAN / VALVE & EXTEND 4" FIRE SERVICE TO i VAULT. SEE GENERAL UTILITY NOTE 14. FDC TO BE INSTALLED WITHIN 100' OF E FIRE HYDRANT LOCATED ON O SOUTH SIDE OF (E) DRIVEWAY. E STM MH / Scale AS NOTED O \ / _ Date April 27, 2017 ®I SCALE:1"=10' 0 10 20 Sheet No. C 2 0 0 deca ARCHITECTURE.INC 935 SE A1dr Street,Po,dnd Oregon 97214 OUTSIDE OF WITHIN te15032391967 Li 5032396558 PAVEMENT PAVEMENT FINISH GRADE f18-CAST RD%TOP 910 16"CAST IRON 910 BOX VALVE PRONOE 24'BY 4'THICK CONCRETE PAD(SEE NOTE 4) HAND TAMP BACKFILL IB' AROUND TOP SECTION6"MIN. 2"MAX. 2'SO.OPER.NUT--__ 1"ICH.80 STEEL PIPE SHAFT FOPERATING OR1'$OLID STEEL ROD 6'ASTM3034 PVC 1/8"MNIMUM 6'MAX. i/'MAXIMUM NUT EXTENSION CLEARANCE (SEE DETAIL NO.505) DURHAM ROCK GUARD 1/4'STL.PLATE TPS BUILDING REMODEL TO BE 5 3/4"DIAMETER WHOLE IN CENTER TO aim WATIR 5lIll ACCOMODATE MOVEMENT OF SHAFT 2'x 2 7 2'x]e'LONG SUPPORT COLLAR MELDED 16060 SW 85th Ave 2 112'. / / Tigard,OR 97224 STEEL RAT BAR ASTM 3034 PVC PIPE ry�c 3'x 3'x 3/8'x 2'LONG Project f 6788 �' J.].7�C.lE& M STEEL SQUARE TUBE---__ UBE TMR Project/. 16285 1)VALVE BOX NOT TO REST ON OPERATING ASSEMBLY. 2)OPERATOR H TENSION I � � I�QUIRm WHEN VALVE NUT T IS DEEPER THAN 3 FEET ® 24" FROM FINISHED GRADE. 3)CENTER VALVE BOX ON T.M. RIPPEY AXIS OF OPER.NUT. NOTE, CONSULTING ENGINEERS 4)PROVIDE 24"SQUARE BY 4-THICK 1) EXTEND 2-NUT TO WITHIN 18'OF FINISH GRADE CONCRETE PAD AROUND VALVE �'-- 24'---I WH 'EN NUT IS DEEPER THAN 3 FEET FROM 7650 SW Beveland,Suite 100 BOX OUTSIDE OF PAVED AREAS FINISHED GRADE Tigard,Oregon 97223 AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD Phone:(503)443-3900 Fax:(503)443-3700 r �xn Na uA1.E , - aD uAlli rxcoow[s.xWA,r.1.. TI¢HXwr s.rnr:.r.L OPERATING NUT oXc No TYPICAL GATE arra:No F0011", DPROf VALVE 503 waw m„ EXTENSION 505 txtfX,508 0 0 CITY WATER DEPT STANDARDS PLUMBING CODE �471'L KOROG THRUST BLOCK CITY APPROVED EXPIRES: 6 30 19 RETAINER GLAND BACKFLOW DEVICE FLANGE CWPLING ADAPTOR FLOW 12 MIN PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP MEGA FLG FIRE DEPARTMENT _ FLG OR EQUAL !t CONNECTION OPTIONAL AT THIS OSHA APPROVED LADDER 6`MI 24'MIN LOCATION Y6 TH ALUMINUM LADDER EXTENSION BY UTILITY -�I��.•II'-�F''�r VAULT ,3 LATERAL PLUGGED CROSS TEE CONTRACTOR TO SEAL ALL PLAN OPENINGS IN VAULT WITH NON SHRINK GROUT PRIOR CONCRETE THRUST KOCIC C_E`18Ef3111 F TO BACKFILLING r-3'MIN, 6"MAX. (BEARING AREA OF THRUST BLOCKS N SQUARE FEET) GROUND LINE DRAIN TO CURB OR FITTING(INCH 90EEND,TEE, S EN 22 ND 11 1/4' ---------- DAYLIGHT y2F(TINGES) PLUGGED CROSS BEND BEND BEND 4 01.9 01.3 -- -- • 3"MIN CLEARANCE 6 04.0 02.1 01.3 -- ON OPENED B 07.1 03.8 02.0 01.3 MEGA FIG OR EQUAL OS&Y VALVE 12 16.0 DB.B 04.5 02.3 Issue Revision Date INLINE CHECK VALVE 16 28.4 15.5 0&0 04.0 CONTRACTOR TO INSTALL RODENT 24 64.0 34.9 18.1 09.1 PERMIT 3/03/17 ADDENDUM 2 1 4/27/17 CONCRETE BALLAST 3 CU. TO. /SCREEN ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.AND AN FDC LOCATION g 8/08/17 MIN. '/MERE FLOODING OR PS�TAENDON L_'. ALLOWABLE SOIL BEARING STRENGTH OF 1500 PQUNO PER SQUARE FOOT. TO HIGH GROUNDWATER EXIST— XIST (Typ.)�� DRAIN TO DAYLIGHT OR STESSES,USE THE FOLLOWING ECOMPUTE BEARING AREAS FOR QUATION TEST PRESSURES AND SOIL BEARING INSTALL SUMP PUMP ELEVATION CONTACT CITY FOR BEARING AREAS. (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS)X(TABLE VALUE) PUMP SPECIFICATIONS IWIL 1,CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER DETAILS 2.STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO.561 12" MIN 3.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 24"MAX 4,KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 5.THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON OF DEVICE THE PLANS: e.q.15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. UnUTY v TOR•EflF.I.C] 1X1..00 DDDR 6.IF NOT SHOWN ON PLANS.REQUIRED BEARING AREAS AT FITTNG SHALL BE AS INDICATED ABOVE. 42F wM F.D.C. r1N011T Oa G:WAI ADJUST IF NECESSARY.TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE SOIL BEARING 4 6'74-WA N.,:: T7- J-SAl STRESS(ES)STATED IN THE SPEOAL PROVISIONS. 67-WA e7- J-SAl 7.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER e 6106-LA 667- BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF 1 SIDE-V. JO-SAL THRUST BLOCKS ARE IN SQUARE FEET. •CITY ENGWKER APPROVED EQUAL , ' No scAlE rm,nn,:nc.n '�iO er No scNr< MODONE s Xr1.E I.E. TNHXIDa[s xr1.i I.E. Scale AS NOTED DOUBLE CHECK DETECTOR Dec.ao STANDARD THRUST uwa.ao. VALVE ASSEMBLY533 � °� N "m11 BLL 560 nate April 27, 2017 rF w;:a �a u.PiO w,a+� 2 Sheet No. ( 3 0 0