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ROW2013-00048 • • , . CITY OF TIGARD RIGHT OF WAY PERMIT a COMMUNITY DEVELOPMENT Permit #: ROW2013 -00048 Date Issued: 07/29/2013 TIGARD 13125 SW Hall Blvd , Tigard OR 97223 503 718.2421 Parcel: SEG849 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Tualatin Valley Water District Project Description: Adjacent to SW Dartmouth St, west of SW 72nd Ave. Install pressure regulator and vault to replace old • PRV and to improve fire flow. SEG 849 Owner: FEES Description Date Amount ROW Permit Fee 07/29/2013 $300 00 PHONE Contractor: PHONE FAX Applicant: KEVIN SCHMELTZER 1850 SW 170TH AVE BEAVERTON, OR 97140 PHONE 503 - 591 -0986 • • • • 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: jjj �.r�� Issued By: �'/ '� / /," "" - Special Conditions (See Attached) Note: THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for ROW2013 -00048 Type. Condition Name: Status: Severity ROW 01- CUSTOM CONDITION Applied Notice Submit concrete paving repair detail, including reinforecement, 24 hours of beginning work ROW 02- PERMIT & PLAN REQ ON SITE Applied Notice A copy of the permit and all attachments, and a copy of the approved construction plan and all amendments shall be 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 the aforesaid must be approved by the City, in advance of work performance ROW 03 -TRAF CTRL - SPECIF (CITY) Applied Notice The City's standard specification for traffic control is "Manual on Uniform Traffic Control Devices for Streets and Highways ", U S Dept of Transportation, F H A, 1988 Ed. ROW 04 -TRAF CTRL -CONTR RESPON FOR Applied Notice Traffic control shall be provided for by the contractor in accordance with the City's standard specification and, also, in accordance with a City (job specific) approved traffic control plan A copy of the approved traffic control plan shall be available at the work area ROW 05 -TRAF CTRL -ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time, without having first obtained written approval from the City Engineer The permit holder is responsible for provision of timely notification of traffic flow disruptions to area wide Emergency Services (Tigard Police Dept , Tualatin Fire & Rescue) and to Tn -Met and Tigard School District. ROW 06 -TRAF CTRL - ADVANCE WARNING Applied Notice Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sign at each end of the construction area 72 hours (min.) before initiation of construction work ROW 07 -TRAF CTRL -PRIV PROP ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service and if not, shall be cause for work stoppage until effective access is established ROW 08 -TRAF CTRL - DEVICES IN PLACE Applied Notice Traffic control devices, flagpersons, etc , shall be in place prior to initiation of construction work and shall be effectively maintained. ROW 09 -TRAF /NOISE CTRL -WORK HRS Applied Notice No work will be permitted during the hours of darkness, nor between 9.00 p m to 7 00 a m Monday through Friday, nor between 9 00 p m. to 8 00 a m. Saturday, nor between 9 00 p m to 9 00 a m Sunday ROW 10 -TRAF CTRL -MIN LANE WIDTH Applied Notice Minimum travel lane width shall be eleven (11) feet, pedestrian travel shall also be provided for. ROW 11 -TRAF CTRL -CITY CAN MODIFY Applied Notice The City reserves the right to add to or modify traffic control requirements as may be necessary to effectively control traffic and to assure public safety ROW 12 -INSP 24 HR NOTICE REQUIRED Applied Notice The permit holder or his contractor 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, twenty -four (24) hours prior to any staged inspection, and after completing work covered by the permit ROW 13- HAZARDS -CERT OF INS Applied Notice Maintenance of the work area and approach roads is the responsibility of the permit holder The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards. A copy of the permit holders Certificate of Insurance shall be available at the work area. ROW 14- DEBRIS - MATERIALS Applied Notice 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 cleanup and stoppage of work to accomplish cleanup ROW 15- EROSION CTRL REQ Applied Notice Effective erosion control is required Erosion control devices must be installed and maintained meeting D E Q requirements The City may at any time order corrective action and stoppage of work to accomplish effective erosion control ROW 16- REPAIRS -LIKE MATERIALS REQ Applied Notice Property disturbed by construction activity shall be seeded with a standard grass mix; shrubs, flowers, barkdust, existing signs, pavement markings, mailboxes, etc , shall be reestablished, reinstalled or replaced, with like kind and material ROW 17- DRAINAGE CONTROL REQ Applied Notice Effective drainage control is required Drainage shall be controlled within the work site and shall be so routed that adjacent private property, public property and the receiving system is not adversely impacted. The City may, at any time, order corrective action and stoppage of work to accomplish effective drainage control ROW 18- UTILITIES PRELOCATION REQ Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center Said rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0080 Copies of the rules may be obtained from the Center by calling (503) 232 -1987 If you have questions about the rules, contact the Center NOTE: Damage to utilities shall be corrected at the permit holders expense ROW 19- UTILITY LOCATIONAL CONFLICT Applied Notice Contractor 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 permit holders expense. Changes must be approved by the City in advance of work performance Contractor shall coordinate the work with affected utility agencies ROW 20- TRENCH - PATCH /SAFETY /LBILITY Applied Notice A temporary hard - surface patch (Cold mix A.0 or Hot mix A C. base paving) shall be placed on trenches within roadways at the end of each day's work No trench, on site or off site, shall be left at any time in an unsafe condition. The permit holder is responsible for and is liable for hazards or damage resulting from the work. ROW 21- REPAIRS REQ - INSPTR OPINION Applied Notice Work provided for under the permit shall include repair of existing facilities (roads, ditches, etc.) as may be necessary, in the City Inspectors opinion, to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the permit holders expense ROW 22 -AS- BUILT /ENGR CERTIF REQ Applied Notice At the end of each year, or an a mutually agreeable yearly date, any entity making changes to its facilities in the public right -of -way shall submit complete "as- built" drawings showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineers certification of installation compliance (form attached) ROW 23 -DAILY INSP REPORTS REQ Applied Notice The permit holders Engineer /Inspector shall submit daily inspection reports, on a weekly basis, to the City's Inspector (see Developer - Engineer Agreement note #5). ROW 24- TESTS /REPTS TO VALIDT CLMS Applied Notice The City's Inspector may, at their discretion, require provision of tests and or reports from the permit holder, permit holder's engineer or contractor to validate claims of material or construction adequacy /compliance. Such tests /reports shall be provided at the permit holder's expense ROW 25- RELEASE - WAIVER REQ Applied Notice The permit holder shall provide a copy of a properly executed Release & Waiver document to the City for each ownership disturbed by construction activity, as evidence of disturbance resolution and owner satisfaction ROW 26- MONUMENT PROTECTION REQ Applied Notice Existing monuments, property corners, and survey markers shall be protected Replacement shall be at the permit holders expense. ROW 27 -PROB SOLVING - RESPON PARTY Applied Notice The permit holder shall 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 an emergency. The permit holder shall notify the City Inspector, in writing, of any /all assignment changes ROW 28- CONSTR SAFETY - RESPON PARTY Applied Notice The permit holder shall cause his contractor to provide to the City Inspector, in writing, the name and 24 hr emergency telephone number of a designated "Competent Person" responsible for construction safety as per OR -OSHA, Chap 437, Div 3 Construction, Subdivision P - Excavations The contractor shall notify the City Inspector of any /all assignment changes. ROW 29- ESMT /RT OF ENTRY - RESPON Applied Notice It is the sole responsibility of the permit holder to provide for proper right -of -entry and /or easements prior to starting work Proof of right -of -entry, or properly executed easements, shall be provided to the City The City shall in no way be construed to be liable for the permit holder's failure to obtain or provide for proof of right -of -entry or easements RECEIVED City of Tigard MAY 3 0 2013 M a A pplication for Work in the Right -Of -Way CITY OF TIGARD PL /ENGINEERING TIbARD ROW Permit Property Address /Location(s): 5 Vu DA r4 444.0 ".- 5.4-. , t.$)e 4' FOR STAFF USE ONLY 4 S i 12 "4 Aye e . S 6 S`tcl Right -of -Way__ r Case No.: g42U ) 7" OX 4 *Applicant's Name: 'lc c.w(44 -i... 11Qi(L./ Wa l7: SA - ( Application Accepted:/ -f l�l By: -— Address: l SD Ski L l7D �� Application Reviewed: 12U' I) By: 6 � City/State: CgGs' iec4ov. t OF-- Zip: °17 <yo l S �w� �Zc $300.00 Application Fee Due: Yell No 0 K Primary Contact: c�tv� c Applicant Notified: , 2.2-1 L7) Phone: - + 6 3 - S'[ 3ogr Fax: .$03 •- J ' / -D 7 I S C. Email: LU �h vv -� sd _ (.>5 r Receipt No.: I C I 2_ - F �7. z 2 •r 9 s� 3i7o — REQUIRED SUBMITTAL Contractor's Name: 5 61 .w 1 -c INFORMATION CCB# Expiration: • Application form, completed and signed Address: • Submit one (1) copy of scaled sketch of City/State: Zip: the proposed work to be done Phone: Fax: • Submit one (1) copy of traffic control plan Email: Professional Engineered Plans are required Plans By: 5 ,, w.� for: Address: • Street Widening City/State: Zip: • Subdivision Infrastructure Phone: Fax: • Main utility line extension Email: I:curpin \ masters \land use applications \row app.docx I Rev. 7/19/12 Description of work: 1 � K 5 -1.1 It Pres Su�� fz 44_8.- Vc (4- +c r'ee(ac.� c:. (a. FJ 6.4. 4o It a.� 1 7 11)..1c- +r-.1 re 4r (ovJS Estimated value of work (within the public right -of -way): $ .L.0 000 Is work related to a LAND -USE DECISION? YES n NO gi If so, please specify (MLP, SDR, SUB, etc.) case #: Is the work related to a BUILDING PERMIT? YES ❑ NO V( If so, please specify (BUILDING PERMIT) case #: Signature of Applicant /Permittee: tc� �i fit Date: 5 4-3/3 Print Name: 14-4 i v._ gc- hw&e (42 — Title: CPIs.. wt lr City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 I 503- 718 -2464 I www.tigard- or.gov . 6 ,//- /3 4 =/2 , mac;;." e c,z —t rc "2 ( L CITY OF TIGARD RECEIPT '-` q ' 13125 SW Hall Blvd., • Tigard OR 97223 503:639.4171 TIGARD Receipt Number: 192433 - 07/29/2013 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID ' ROW2013 -00048 • ROW Permit Fee 100 - 0000 -43114 $300.00 • Total: $300.00 • PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 120221 TLEHRBACH 07/29/2013 $300.00 Payor: Tualatin Valley Water District • Total Payments: -.$300:00 Balance Due: $0.00 • • • • • • • • • • • r • • Page 1 of 1 A G E H J I K I M N raj 4 U IV ,, unun i► !fir � I I << I �. 1 1 lime■ l n . r , i, WINCO 1 '� a 8 r "'N U I t + 4 W PETSMART / 7 Y ' 118 KEEP 6 1 ffrr RIGHT — / ;v 1_4 fir Y � +• OFFICEMAX i KEEP r _ RIGHT 5 I _ #_ / . i # AHEAD _,.‘ fit j WORK a • C • y .. Sr . , - ; �,, q e ' r KEEP : f 4 + z F 4 � 4 v F h _ — N I LEFT \ ��� `S A O „ -.1�.� _ .0 OF _ 7072 - !� 707 • � ' �' \A' . . . h , OREGON 2 �,, i . 1 1 4. `, 46 L L. �P — .. ' .4 . * __, EXPIRES: VERIFY SCALE : y, BAR IS ° "` INCH ON ORIGINAL DRAWIN DATE May, 2013 Tualatin Valle Water District Traffic Control Pla PROJECT No. E7606 o r - IF NOT ONE INCH ON THIS SHEET & Vault 7 { ADJUST SCALES ACCORDINGLY — Pressure Reducing Valve & Val.11 1. DRAWN KLS Dartmouth 8" Pressure Regulator & Vault SHT No. 1 of 1 AccT. No. 12415 DESIGNED KLS �� � REV DESCRIPTION BY DATE CHK'D APPR CHECKED: SLD 1850 SW 170th Ave. Beaverton, OR 97006 * 503 642 -1511 *www.tvwd.or 11985 SW Dartmouth St . DWG NO. Ti REVISIONS APPROVED: SLD g • A 1 B 1 C 1 D I E 1 F 1 G I H 1 I 1 J 1 K 1 L 1 M 1 N 1 0 I P I • Dartmouth 8" Pressure Regulator and vault 10 1 PFA ,„„,®_' Q ABBREVIATIONS: LEGEND: I AC ASPHALT CONCRETE PAVEMENT BFV BUTTERFLY VALVE F /C— FACE OF CURB BO BLOWOFF G GAS LINE CARV COMBINATION AIR/ —SW SIDEWALK (BACK EDGE) 9 AIL — VACUUM RELIEF VALVE ST STORM SEWER lik T, T CTR CENTER S SANITARY SEWER _ a Ii DEPT DEPARTMENT TV TELEVISION /CABLE BAYLOR DRAWING INDEX DET DETAIL vz VERIZON I EN DIP DUCTILE IRON PIPE P ELECTRIC POWER COSTCO lir DWG DRAWING W WATER (EXISTING) DRAWING NO. DRAWING NAME EA EACH WATER (NEW) ftJ EL ELEVATION A —W WATER (ABANDON) C1 COVER PAGE W/ VICINITY MAP EXIST EXISTING CENTER LINE ' FLG FLANGE WINCO I_ C2 CONSTRUCTION PLAN & ELEVATIONS FT FOOT 0 GATE VALVE (EXIST) in �oL I I d' GV GATE LINE ( - � C3 MATERIALS PA GATE VALVE (NEW) co C4 F- St DEEIDEMA% I I HYD HYDRANT \, �/ / PARrUOU I H AREA OVERVIEW W/ BACKGROUND MJ MECHANICAL JOINT V FIRE HYDRANT (EXIST) 7 PROJECT ` T TRAFFIC CONTROL PLAN MIN MINIMUM GON SITE ODOT OF NSPOR ATIONT W FIRE HYDRANT (NEW) S SANITARY SEWER = BLOWOFF ■ ` SW SIDEWALK \ LMHURST 1I ELMHUR ST STORM SEWER BUTTERFLY VALVE STD STANDARD 1) 6 VICINITY I II � ��^ TB THRUST BLOCK T REDUCER 2 v MAP TYP TYPICAL NOT TO SCALE TV TELEVISION El WM WATER METER W WATER — CARV I2 NOTE: THIS IS A GENERAL LEGEND. CB 111111 CATCH BASIN NOT ALL ABBREVIATIONS, LINE TYPES 5 AND SYMBOLS MAY BE USED IN PP THESE DRAWINGS. 0 POWER POLE GENERAL NOTES: W - SEWER MANHOLE 1. UTILITY LOCATIONS ARE APPROXIMATE AND WILL VARY. UTILITIES SHOWN ON DRAWINGS WERE NOT SURVEYED TO 11 ESTABLISH LOCATION. POTHOLE EXISTING UTILITIES AS NEEDED AHEAD OF CONSTRUCTION TO IDENTIFY AND STORM MANHOLE RESOLVE CONFLICTS. 4 2. ALL UTILITIES INCLUDING SERVICE LATERALS MAY NOT BE SHOWN. COMMUNICATION MANHOLE 3. CLEAN, TEST, AND DISINFECT PER DISTRICT STANDARDS. 0 GAS VALVE 4. RESTRAIN ALL JOINTS SUFFICIENT DISTANCE AWAY FROM ALL VALVES, FITTINGS, AND CHANGES TO ALIGNMENT OR GRADE. � �p PROF s.0 3 5. ALL APPLICABLE EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION AND F MAINTAINED THROUGHOUT. CALL BEFORE YOU DIG! �, G I NE /�� 6. TRAFFIC CONTROL IS CRITICAL AND SHALL BE PERFORMED TO M.U.T.C.D. SPECIFICATIONS. ONE CALL: 1-800-332-2344 1 7072 - SEE WASHINGTON COUNTY & ODOT PERMITS (AS APPLICABLE). ATTENTION: Oregon law requires you to follow rules adopted by the E• ELI N I NA V Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952- 001 -0090. You may obtain copies OREGON 7. SEE THE CITY OF TIGARD PERMIT FOR PAVEMENT RESTORATION REQUIREMENTS. of the rules by calling the center. (Note: The telephone number for 2 the Oregon Utility Notification Center is 503- 232 -1978) 01 v \ ' F I 4)-16.\ g'I � ' T L C)P' EXPIRES: VERIFY SCALE DATE' BAR IS ONE INCH ON ORIGINAL DRAWING May, 2013 BAR Water District Cover Page W/ Vicinity Map PROJECT NO 1 IF NOT ONE INCH ON THIS SHEET Pressure Reducing Valve & Vault E7606 ADJUST SCALES ACCORDINGLY DRAWN KLS ! ACCT NO 12416 DESIGNED KLS � � ■•■■ Dartmouth 8" Pressure Regulator and Vault SHT No 1 of 4 REV DESCRIPTION BY DATE CHK'D APPR CHECKED SLD 11985 SW Dartmouth St. REVISIONS APPROVED SLD 1850 SW 170th Ave. Beaverton, OR 97006 *(503) 642 -1511 *www.tvwd org DWG NO C 1 • A I B I C I D I E I F I G I H I I I J I K I L I M I N _ = 0 I P 16 °x8° :: UT K .. EX. 16' BFV TAPPING TEE �__ I SEE DET. x/101 1 • 1 ,• x 8 GV FLGxMJ Oil_ _ 16'x8' TAPPING TEE 8 GV FLGxMJ I � 4 ���• %vi- 1 ,,, co co. op I 8' GV FLGxMJ 8 GV FIG co. �� 7 9 r 8 MEGAFLG — _ I A A -- -- _ 8 PLATE STRAINER FLG. - - -- --- - -- —' �� ? �11196 - ' 8' MEGALUG � :, r 8" MEGALUG TYP. -- 3 . FII 4 1111 1 _ 2 -2 .I 8 • • - 1 6 ° a ° TAPPING TEE II�I I� Iili l o III III h!! 'III -- LADDER • • • • •:• INIa' C , I II O I �!lp�� !� • • �� • • i • • • • r _ 8" STANDON r •I' I ] V II _ II II �•!l .f ��1I� B` 9 0' BEND MJ ! • • • • •T• • • • • , _ 8 90' BEND MJ ;, dp ••• •a• u•• •• ' •• �• - -! p , 18 T & G OR B & S ROUND CATCH BASIN o�" ' • • " • • •'• M • ' i� u T %1 0 u ,Tr THRUST BLOCK WITH FABRICATED GRATE. GALVANIZED `\ o s i a i !� u SEE DET. #101 r, AFTER MANUFACTURERING. PROVIDE �� sa ....,,,__ i '`. 6 — 1' HOLES SPACED AROUND BASIN 3' '��� y�n!�, 7 LINK SEAL I:. ' ��O li LS 360 — - 15 ! I I FROM FLOOR OF VAULT. COVER WITH LAYER yp��hi � �� �� ` �r r a m' ? u!�' Il I OF FILTER FABRIC TO PREVENT GRAVEL °\���:o %:���o %::V� p u � 1 c �� a �7 ! a7 oi �i u ��- 8 GV FIG I ' = � FROM ENTERING SUMP. :o �,� �_ -- - - - - -- A = A L�• ) 1" MINUS GRAVEL FILL _ 8' PRESSURE REGULATOR ELEVATION "CLAYTON" MODEL 90G - 01 BCDSY — KC B —B 150Ib. Flg. W/ X101 WI PLAN 6 ■ UTILITY VAULT 687 -WA WITH SYRACUSE DTD- 17HDAOSG H -20, 48 "x72" DOOR & SAFETY GRATE CAST IN TOP, LADDER MEETING OSHA REQUIREMENT, AND SEALED WITH CRYSTAL SEAL I2 SPEC. DETAIL #501X 6" SPOOL FLG.xP.E. 5' LG. _ . \\ 1 ________ i 6 SPOOL FLG.xP.E. 10' LG. II ' W 4 II 1*--- III M' I l m11 '-- C iO OP I II III+ r I MS all• - I ISOLATION BALL VALVE LINK SEAL I NLINE CHECK VALVE 3 �w LS- 315 —C -6 �� P ROF FS a, � i • s:�� • • : �� � • . �• �� ° Gj NG `S / e e < : i 40 0:? : : 0 ., • : v j 1-----, �° ° a — 7072 ELIMINA OREGON 2 LADDER 8" STANDON DRAIN TO DAYLIGHT OR °2‘F cli4Y 1 6, 19 1 ,G' 1" MINUS GRAVEL FILL ELEVATION INSTALL SUMP PUMP SEE !y q 'OF" CONSTRUCTION STDS RT L . — A -A FOR PUMP SPECIFICATIONS _ EXPIRES: VERIFY SCALE J 2013 DATE May, 9AR IS ONE ON ORI °'NAL ORANING Tualat Valle Water D Construction Plan & Elevation 1 O IF NOT ONE INCH ON THIS SHEET Pressure Reducing Valve & Vault PROJECT NO E7608 ADJUST SCALES ACCORDINGLY DRAWN KLS ! ACCT NO 12418 DESIGNED KLS �� /No ■ Dartmouth 8" Pressure Regulator and Vault SHT NO JIIP 2 of 4 REV DESCRIPTION BY DATE CHK APPR CHECKED SLD 11985 SW Dartmouth St . REVISIONS APPROVED SLO 1850 SW 170th Ave. Beaverton, OR 97006 *(503) 642 -1511 *www.tvwd org DWG NO C 2 A B I C I D I E I F I G H I I J I K I M N I 0 P 4. 10 EX. 16" D.I.P EX 16" BFV 1 li T —� i \.-vAA ° ° ° i <1> / ° ° . i i : : : a k r, — • " 4" .:„.„ ,,,:‘, it1 , ." 1:: „. . s i x. . . „'t . IIIIIIIA — — 1e1s ern e1sIe : — E . _L..a.4.._ - - — •. •�. •• •i �• •• •.�; 8 - C * ( * 1 © ; ti 0 Vii 1 Di o .'...F•ri,•.-.' f.•-••••••,-. •••••••• =••,-. wqr• •%•,`..."..- 0 1.--■ • pi) ,.... .... ......, p \\ • • ' • • i %�/ (40 - ....._...._. ,,,, O **,..,\%*,,.,,,,, \ \�% / / / .11 q �J /mil %I / Il / / . • 0 \ .........._ , 0 1 1 • J 4 \\.\\v!\�\� \ \i �� \ \. / /.all . l[� I— _ ■ • r' I , 1 +T , ' M ; ELEVATION 6 • J ; � - —i 0 I ' C ; ) ` Iri ® ii . I =j � . B—B 1...__—) p MATERIALS I: QTY DESCRIPTION 5 FLOW 0 1 1 UTILITY VAULT 687 —WA WITH SYRACUSE CHD -11AL O LID CAST IN TOP, LADDER MEETING OSHA REQUIREMENTS • AND SEALED W/ CRYSTAL SEAL. O ;_ ;� 2 1 8 "x1" CLA —VAL PRESSURE REGULATOR, — 1 !'�; "CLATON" MODEL 90G —01 BCDSY —KC W/ X101 VPI -_- ) 3 1 8" PLATE STRAINER, FLG. CLI 4 2 8" GATE VALVES, FLG. 4 5 2 8" GATE VALVES, FLG. x MJ 6 2 8" 90° BENDS, MJ 7 2 16 "x8" TAPPING SLEEVES 8 1 8" MEGAFLANGE COUPLING ADAPTER 0 9 1 8 "x5' SPOOL FLG. x PE 0_p PROFF 3 10 1 8 "x10' SPOOL FLG x PE �c ,,GI ` 0 1 1 8 8" MEGALUGS C. C F 'P 2 12 1 8" STANDON C 7072 r" 13 30 FT. 8" DIP. PRELIMINARY 14 1 GRUNDFOS MODEL KP250 1/3 HP SS SUMP PUMP OREGON 2 MATERIALS LABELED W/ 1-1 /4" DISCHARGE & MISC. PIPING, INCLUDING t.Pj F v�(Y 1g � � AN INLINE CHECK VALVE & ISOLATION GATE VALVE 16, J 15 / 'qRT L • OP' — EXPIRES: VERIFY SCALE DATE May, 2013 BAR IS ONE "`" ON ORIGINAL DRAWING Materials P Tualatin Valley Water District - 1 • PROJECT NO E7608 IF NOT ONE INCH ON THIS SHEET. 7 1 ADJUST SCALES ACCORDINGLY Pressure Reducing Valve Vault — DRAWN KLS ! 2� ACCT NO 12416 DESIGNED KLS �� �'� Dartmouth 8" Pressure Regulator and Vault SHE NO 3 of 4 REV DESCRIPTION BY DATE CHK'D APPR CHECKED OLD 1850 SW 170th Ave. Beaverton, OR 97006 *(503) 642 -1511 *WWW tvwd o[ 11985 SW Dartmouth St. DWG NO REVISIONS APPROVED OLD C3 i H — - -- K -- L M N 0 P .1-. i 1 7 ip 1 \ __. .-7.--Pas liw .iii . ,.. _ - . I ..,., ...,.‘ iii. PLTSVAT _ ,_ , ,, 4m) , , .... a ii „ . , l of ,_. ., , Ivy_ --..- - 44'311 '77. .. .. ito iiiit it Fir;. , ,. J . 0I-F C VAX - 1 M A t - T-,,, - I t 1 k° S tO Pt . I ri moir e a TE ' - _ 0Wilr g aill' A 11,, * — ' r ' ' I , _ + s \ . < 7 7 Sr g \ S ` CO ail ii , Y \ S I ' r ■ _ y - y \ —� ti U 6 s, 4 Y y \ -...._ Th / s , „ �° GGV / gF V s s, / -- -----7, 5t / ... _ 3 P s G i Y sr R- ° h §. -. \ - t \ . - �: V { + s T F o .1 P/c i.. F } . a .. `� w- N mo w, . _ ,... . t .� P FS 3 Rp < * s � WA V AR 7 ' ' f :* E I A A , - . OREGON a " �' LIMN - 2 * IIP)' L • ' 4 ' EXPIRES: _ VERIFY SCALE T onTE: BAR IS ONE INCH ON ORIGINAL DRAWING May 2013 Tualatin Valle Water District Area Overview w/ Backgroun D E7606 1 IF NOT 0 ONE INCH ON THIS SHEET, PROJECT N0. ADJUST SCALES ACCORDINGLY Pressure Reducing Valve & Vault DRAWN: KLS ACCT. N0. 12415 KLS � a ' '� Dartmouth 8" Pressure Regulator & Vault SHT NO. 4 of 4 REV cr ,,,R lUN BY DATE CHKDIAPPR CHECKED. SLD _ 1 850 SW 170 Ave. Beaverton, *(503) 642-1511 OR 97006 * 4 *www.tvwd.or 11985 SW Dartmouth St . REVISIONS APPROVED _ SLD B DWG NO. C4