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13510 SW ASH AVENUE-1 FILE NO. 12.1 -80 _ ASH AVENUE — 1351.0 STR. OPN. PERM11rc 1 J i f If., 1981 'Iin .ton Federal Savings �) Fain Striet i'.e: Ash Avenue Sanitary ewer = w� Waship.gton Federal Savings ►��� ��!�c� A N 0 t. 0 A N V A S S 0 C I A T 1 0 N Of�� P i�FC'�r��►P �z� 1, ,lames Willock, assign savings account No. 3604789-7 in the amount of $1,218,00 to the City of Tigard as the or: year maintenance bond required on the Ash Avenue Sanitar-, Sewer Extension. The savings account will be held at Washington Federal Savings Pt Loan Association, Tigard Branch. They are hjreby instructed to hoi.4 this account until a letter of release is issued ly the City of Tigard. "'Very Truly, / /James Willock Accepted by the City r," Tigard Acknowledged by Washington Federal Sav s & Loan 12260 S.W.MAIN STREET,TIGARD,OREGON 91223!639.1163 AuPust 11), 1)8U Dale's Sand and Gravel 1400 S.W. Pacific Hwy. Sherwood, Oregon •17140 Near Al: This is to acknowledve your firm's satisfactory completion of the installation of the sanitary se,-ierage main in S.W. Ash Avenue at the intersection of S.W. Prewing Street. Also, enclosed, please ttnd a copy of the 'C.V. test (report) for your recons. Very truly yours, J. S. flaw.can Supt. Engineerin4; Division /br cc: File Fncls. SEWER T.V. INSPECTION REPORT Date ' Section 11 '_•� L�_/ AS-BUILT `:r ;t . Location li ,'.u. of !'ro* .n, - Upstream M.N. # S'"''' _ �Depthg' Downstream M.H. # 'l4-t' Depth. Pipe Size 'Total Length 1=' With Flow Against Flow FOOTAGE ABR. REMARKS TAPE MIN. I I COMMENTS:_._...__ _ ------ -- - -- --- -- Inspected By: LEGEND OF ABREVIATIONS: J = Jol. ., S = Service, R = Right, L L :, PT Protruding Tap, G = Grade, BP = Broken Pipe August 12, 1930 Jin Willock 9640 SW FrewinM1 street Tigard, Or. 97223 Re: Ash Avenue Sanitary Sewer Fxtension Dear ;tr. Willock: [he SW Ash Avenue Sanitary Sewer 1�xtension anstarly from W Prewin^ Street Los bean completed and has paused all testi. As previously mentioned, the City will require a one year ciai.ntenance bond in the armunt of 20: of thr: construction cost (i.e. Ole amount paid to Dale's Sand and Gravel) prior to acceptance of said i^prolreme;►ts by tl,e City anti Prior to any connections to the li.nct. A cash deposit or letter of credit is also acceptable as indient-d in the attached ordinance. If you have any questions, picase contact me in r_hK City Mall or call cue at 639-4111. Very truly yours, Fran]: A. Currie, P.7— Director of Public ?darks FAC:rjr Enclosure ci Cb to In 0 a M In m K/ N N N f J v N v pp QQQ ' G e O O O 20 0 in 0 � � ,O f rf w01 e N N O in O O a - N N - 00 O p cw V v O O Y Y O G b f 0 N O a f m N 0 n p f m N 2 O IJ O U 0 J O O O O O Q 0 O m m h 0 0 f In M sn O Oi m P.: 46 Q) If m N - d 0 0 d O O O C+ w = 0 a 4 Ck: n � • v O 0 O Y O Z « Z O S s J UJIpi o 10f1 Vf O N N e in o Q J " '�Illlllll �lllllltll�ihhhlihlll,I,1 I, ,I .I,I,I��il�lilll,�,l,l, l, l , �� l � i , l � l � � il , I 1 I , I , L� r w � � O W V � i a - } h N CD rT) m I I M a W � U O W Z I J W 4. N ir Y z IL V C� o W w f_x W w W O J W W Q to m to 7. W LL U.1Q 2 Z Z J \ I (Al j O 1,' N � w o r —all PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by :oating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes For air teraperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Deiermine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this• divisiun with the nomograph, use scales C and K, and read tq. INSPECTION TIME PERMIT NO.. . _ I DINE': --21$L.6_� DATE IvSUED:_._ / ._ I OWNERS NAME ----- ADDRESS ' _ CONTRACTOR :_ __ .------. ----__._--'� ---- ----_ ITEST. Air ❑, Water ❑ , Visual ❑ , Laboratory ❑ I RESULT. Approved ❑ Disapproved ❑ Fending ❑ I SKETCH: I 1 ------._ __._........ INSPECTOR DATE I [NOTE: Attach supplemental t,let data heret- AT ANY ONE TIME A. TOTAL I'ORKDAYS AVAILABLE 365 X 7 AUTHORIZED STRENGTH - 2,5-55_ WJFMAYS B. WOyriDAYS ON MATTERS OTHER THAN SCHEDULED ASSIGNMENTS DAYS OFF 104 X 6 PERSONS......... 624 WORKDAYS HOLIDAYS 12 X 6 PERSONS. .. ....:. 7Y WORKDAYS VACATIONS 12 X 6 PERSONS. .... ...._ 72 WORKDAYS SICK LEAVE_____L- X ;, PERSONS,...;.,.. 36 WORKDAYS TRAINING S X - 6 PERSONS,........ 30 WORKDAYS SUPERVISION 1 _ -PERSONS X 365... 365 WORKDAYS TOTAL WORKDAYS OTHER THAN SCH( :ED 1 199 , TOTAL, WORKDAYS AVAILABLE FOR DUTY 1,356 I APPLICATION - STREET IMPF-VEMENT/EXCAVATION �Z COPY TO: ORDII NCE NO. 74-14 (WHITE) -FILE (BLUE.) -INSP, Aq//�� (INSTRUCTIONS ON SEPARATE SHEET) (r ELLowl-oYM 4R 26 (PINK) APPLICANT APPROVEDO'y�J CCT- 'h�.0 7701k.' APPLICATION NO,: _ NOT APPROVED [] CITY OI" TIGARD, OREGON 44 FEE AMT.: 9_— Ib• --- PENDING FEE. PIAT. `� CITY HALL ( Ate.-IC-6 uC'lr�.:> RECEIPT NO.:_ PEND NGS U Y �! -<..•`) PUBLIC WORKS DEPARTMENT BY DATE PENDING AGENCY "Ok^ [j Application and Progress Record - - - - - - - PENDING INFORMATION 0 FOR STREET IMPROVEMENT/EXCAVATION MAI AS REOIUIR[pONM- J ANNUAL PENDING VARIANCE 0 v EXPIRATIONDATE: PERMIT NO.: l I -- �� DATE ISSUED: ' I / _I ` BY: L.(1, "' — (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL ASuAVttiF 4A tT'1'ARV_ + +«^ - -------- AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT __dim Willock�E 6 0 SW Frewina St Tga A DR S CIT" CONTRACTOR Da]e's�Sand & Gravel Cb. 18600 PHONE 8600 SW Pacific Hwy. =rwood, OR 639 j/ 75 5 jPLANS BY_ City Of iprd HON --- ADDR HONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 522 00 DOLLAR! (2) EXCAVATION DA 1'A: POR OFPICi 0.02 X: M-00 a= 10.44 STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY ITEM DATE REMARKS/TYPE BY 1 1 1 in IfII STREET RNED ESTIMATED STREET OPENING DATE: 6 / 24 1_80 E ES ESTIMATED STREET CLOSING DATE: _- 7 / 1 _/ 8Q T E — D F4�� (3) SECURITY NO. -__ SECURITY AMT: $ STREET SURETY CO.: CLOSE _ RINAL G _ CER71FItDCHECK U_ CASH U • ND INSPEC. 41,7_yt (4) PLOT PLAN: INDICATE SITE PER'fIN�NT IP�IYSICAL FEATURES; EXCAVATION LOCATION AND EXTENT. SPECIAL PROVISIONS/CONDITIONS: IJ� n LC Ae. 1 I exist san sewer {. . �• . t ( I exist N)jI 1 __/a�l . .t.•.1/N -CURB� _ I I `l1.nl. ,.►��T 1�, l i.r JPr �iI tl/l�` 1� SW ASH Sir o c0ZQ 170Av O / tJI,.'7y L A L'1111"-1 TLrt" b 6ca+ �C fCrrr4 i rl r f �u 7p- / - pT�L� �I 1 C5> t i i R `t1 1� =.I/HS t�/rY.•�O I N install 30' 8t1 cs ' �*�•- I5I NOTE: THE CITY OF TIGARD DOES Not, HEREBY, GRANT PERMISSION TO APPLICANTS TO CON- CT�WpRWHERE RIGHT-OF-WAY JURISDICTION 19 THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. TIIE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TC. SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJUR OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. 1 Dales Sand a 1 / for Jim Willock oPPLICANT391GNATURE: _ AL KALKHOVEN, G ?ATE 6 23 / 80 CITY OF TIGARD-12420 S.W.MAIN-TIGARD,OREGON 97223 RECEIPT DATE 6" 7-.S'-� - AMOUNT: $ - ----- DOLLARS ' NAME: --Aaa?.. t • # CASH: ADDRESS:_ L� cyt> k a �cr0` 9 M.O.: #of FOR: ACCT. # PERMITS lullAROt AMOUNT SEWER BILLINGS 40-3t 4 g_- BUSINESS LICENSE 05-331 PLUMBING PERMIT C5-332 MECHANICAL PERMIT 05-332 E'JILDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV.CHARGE 25-366 PARK DEV.CHARGE #1 30-367 PARK DEV.CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 Tr_TALS RECEIVED BY: PERMIT NUMIii A S GNED, Number Amount Number Amount Number Amount _ .n-aw i L�avE .5�...�� � �O♦7l �a.O'/'xox.) 9.0 t 2.� 8, e�htii�C,S�a. Df/D eased 'Net.t'P",O' . 3.2 / rlveo'SC4 8~-Saw, 49 D V/ Ale w 411W !Vv.3x50 (4 E, J 4107-E- . A7Q d .� /D ,Ct I C 4W v 1040 7rQ.-rco4 ixo v #aO.ws� er .5604. 0.33 �j-.00 i C,41 �� d�srrs�/r�ae wig gC4 V\ E7 �tap.44 51 2'�� ►-�� 5.'�°► X14,45 i,',,Y1. S.40 99.`j`n d 1.90 io4.4g sr hIA. tl� �OL. 1 i obm4 iZim 913.90 * I.E 84.90 IC) OFFSET AUS 0)3.57 -Z5' OFMT Aus 94.45 r-usT MiI Ml, r^A 3 �U w 1�1sf'. (.SNL 0.0471 4 x LING EX��T. S �F-�r+atd SIKi. rN 0+W(1.E,**.) a L.i Ht F-L(Ai�. 1.�.� E 4.90 _ — .'Sur�iaGG. Fl-vl•.xed-S aw 1 , I 1 UW Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 PE 503 648-8621 CE�VED .J UN 2 3 1080 CITY OF TIG'ARD June 19 , 1980 City of Tigard P .O . Box 23997 Tigard, Oregon 97223 Gentlemen: SUBJECT: ASH AVE . SAN. SEW. EXT . 'The construction plans on the above-referenced project have been approved by the Unified Sewerage Agency and the Department of Environmental Quality. If you have any questions , please do not hesitate to call . Very truly yours , / �1 6 .GC Terry Chamberlin Engineering Tech. III /cb Enclosure 72-4BR DEPARTMENT OF E17VIRONMENTAL QUALITY WATER QUALITY DIVISION STANDARD PROVISIONS for APPROVAL OF CONSTRUCTION PROTECTS involving SANITARY SEWERS 1. ADHERENCE TO PLANS/PLAN APPROVAL Construction of the proposed sewers shall be in strict conformance to said approvedlaps and s ecificaticns. N P P o changes or deviations shall be made without the prior written approval of the Department of Environmental Quality. 2. INSPECTION AND CERTIFICATION (See reverse side) The construction of said sewers shall be under the supervision of and shall be thoroughly inspected by the design engineer or his authorized representative who a P t the completion of thej ro ect P shall certify in writing to the Department ':h.tit such construction was inspected by him and found to comply wit2 the above requirements. 3. TESTING Unless specifically approved otherwise, all sewer lines stiall pass an approved exfiltration test using either air or water prior to construction completion. 4. WATER/SEWER SEPARATION All water and sewer lines shall be relatively separated. At cros- sings, water lines shall be at least 18 inches above sewer lines or cast iron pipe with water-tight joints shall be used for the sewer line 9 feet each side of the water lines. Parallel water and sewer lines shall be separated 10 feet with the water line at least 18 inches above the sewer line, or, cast iron pipe with water-tight joints shall be used in each case. S. BUILDING SVWERS Construction of the house or building sewers which are to be connected to said sewers shall be of the same quality and meet the same requirements with regard to materials, watertightness and location and .hall conform to the state and local plumbing codes and restrictions. 5. INFLOW No roof, surface, foundation, footing, or other groundwater drain lines shall be connected to said sewer system. 5.30,79 WQD sa INSPECTION AND CERTIFICATION Department of Environmental Quality Water Quality Division Source Control Section Box 1760 Portland, OR 97207 Gentlemen: Project Name Project Location I was the desk-.-i engineer on the above•-referenced project and did inspect the construction and found it to comply with the plaris and specifications as approved by the Department of Environmental Quality. Supplemental inspections were made by Sincerely, Design Engineer ' :- Signature Date~ cc: * Send copy to appropriate sewer system owner. Y t cl of -- - �f'n,'• 4T C� �� LL O = o J O • O0 CL ¢ W � a =3 Cx o /Q N ~ a V w o i ,s w Q p Q J O c1-j I f �... `` U. QJV �W I 2LL V V NO WW Mq I JJ CL N 0cr mJ09 qz h Y N Q V7 Z s9s 3 Q O M U N W O J z W 71 > �„ `° a rn X z a " q to (A !N liJ •• •• Q f- - N M Q o 0 �' Z i o o °< C� ------------ A v o Ile 0o♦`ti JMWW y4!Q J Sco 1 �" ao o � 1 8 � v o IL C4 � N o x ♦ 0 ul . +I li w V ux a 0 a I tea+ « I o W O WQ CL 0 U w � 7 D (n CL W 11 F' W I1J W IJ W IU Ul !• I- I- F• {- h F- � ��� .{ .• .t � d n: •i •S d Q O A O O A O U) ul r I zi Li IL o ' U) 4 , > I I W I � I nU n- In n M X. ca m m m m aCL F �� nQ L: r w © iL I o 0 n , Ic� ;p IL 00 U S Q LI z d a - 5 o t g w (n 3 L a m U U W O — - - ��" w crJ V J� W w0 CL o a Y o ' CL z- > C (ALL c 3 OW a JOU W 0 z 40 J U J � 0 at w m I R F / p I _i vi po ni Q Y Np cr NW �► O M Z W w 4 3 o co �'v w O CD -i Q w -� > r a u n! M a J W = 0 W T' Z i s t ►_ 7a C= 0 kn J ^^J JO l € J + J W w uj � Q o z O o ccn O 'M M 8 cm cn N \\�► W a w � � v t b� ' C) r oZ 4 o o 43d s N d 1+1 o I1 Ob Imm J �Ww X t►i 2 G g 0 I � U Lij co i C� (� ttil I,I aI I., ni w I:l w W w U) W = N ~ I � � I > > o w Q n � CL 0 T w 2 q F (7� �� I (` p � c• •^• �: iJ Ill •� (,) " l .y LL Z a a ° It z W u J N q 1 n Z N a a m U U H lw7 RECEIVED MAY - 1 1980 ufp,d ; CITY OF TIGAR D Unified Sewerage: Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 April 28 1.9, 90 OregonStat epartment of Ein ro ental Oual.i.ty P .O .,,H x 1760 t9r-�-land, Oregon 97207 Gentlemen: SUBJ'E'CT: ASIL AVE . SAN , SEW. EXT Enclosed please find two copies of the plans for the sanitary sewers to be installed in the above-referenced project . Please review and return all copies to the Unified Sewerage Agency of Washington County , 150 North First Avenue , Hillsboro , Oregon. We would appreciate your approval on these plans as soon as possible. Very truly yours , I r' i Engineering Tech. jb Enclosures cc : Engineer , City of Tip_Ard PLANT_ ntlr m _ BASIN Last 72-16 " ..i ►�. Q Ute' O - __ I z W o W > I a x 3 o Q �C or a �� 41 �C !Y W •• W �► ;� I Grp j Q J N � � In I'j IV 12 9. IJ lit t! e, -t At w W , V + I {i c co Ld d < CL 0 IJ � CL LL > J GI Ir r J r Ld Q r' .i •�. Q U- OJ - - --- LL w IlJ a0 Jo a d x 3 p Q �c CL z 0 =v LL. U F- co � iY Z ii ;a I 2 ° ' w • I y p C J O U�0 C3 >, lLU JU w 2 6- � �`� VU N - WW 0 I I JCL(n OQ �f- 9i J�J / N0 Qa xz V kl N O M a pF- y ur w f" C 2 W Y Q ' Z 9 9SF� / Ll () N U U W OD -) Q w J O v J� x �- z a do cn ti a Jn ►-• :3 �a cn (n x •\ � F F i t _- A QMJW 4 � NQWz co m � t � o aN� -LO �► r N 1 N go I� 0t, 1 � in I « Rui_ p0 W�cr 0m) 8 Cf) z V) CL a n NP LtJ w X W > LL aci H: < LI Z LJ U U F- 0 3 i dF: r f f 11 ', r I s� "1 f' m,�. '`l t Z C I C w w !� w o a o U fV m m o I Q cr G 0 in 7 p 3 Wcr ZO ' w Awa fn • � e � z 0' Or) v I . h ' 4! W V' Y Q cz W „ I > W 5 � to CD - - O N O --qt t0 to N <D O O l0 O OU N N N N N N M fn fn In M C a a N N # Iw a aro a f- c, ZIP w tij mCY Q t0 CD N N fV � a c .J � ... ■ NO P. D (rte D 4 Al 1 f DATE °r "frU1JCJllt'il�E-, • �) �I / - ■ / l i -1 2-24.67 A SHEET SU111111DFS. ■ We care enough to produce the hest! ■ RUBBER GASKETED PIPE Revo-Lok Type Joint Sewer - Culvert - Storm Drain ASTM C 14-65 C76-65T A B C D E Wt. 1-t. Class In. In. Ft. In. In. Lbs Gasket Std. Ex. It III IV V 4 1 3 29/16 9''1 21 6 1 3 23/i 111,7 29 8 1!e 3 3'/2 313/32 14 44 10 111 3'h 313/32 161,4 70 \v 12 2 31/2-6 3% 2012 98 V V •+off/�'.yy ,C� b, • �,� I/•�• •� , n., �7 w• by • • d, �'6 •• •(�y ..�• r O 6. i' M •aYw VM'h� p�Y......'•��/.�•+ • '�`•• •, �•y�A'• W. L1�• O•n Y •�. r� •1 `✓•' �Y' Q7. j° • Y•� � � 0. p >r. �•tS°o.. �'Yd 0: .i'� a �'p ,• +O, Y►' pr •>� - .n SALEM CONCRETE PIPE CO. PORTLAND CONCRETE PIPE CO. 2990 Portland Rcad 363.3500 My-�lony & Cipole Roads 638.4176 EUGENE CONCRETE PIPE CO. 135 Blan Blvd 345.0537 CORVALLIS CONCRETE PIPE CO. Hwy. 99 N and Awbrey Lane 689-1470 850 Wake Robin lone 752•;1475