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SANITARY SEWER ANNUAL REPORT CHECKLIST PROJ NO. S-- 49 �- COST DATA INVENTORY BILL OF SALE AS -BUILT DRAWINGS EASEMENTS N /.4 TV TEST REPORTS & TAPES PRESSURE TEST � �.,�-�,aa, �1 � �l� �= r� C. �� � ��' �� � � ���,_ �/��� .. �% �-} � Earl Clymer, Mayor CITY OF RENTUN Office of the City Attorney Lawrence l. Warr�n MEMORANDUM TO: FROM: DATE: RE: David Christensea Engineering Specialist III Lisa D. Miner Legal Assistant to etta L. Fontes September 8, 1993 American Memorial Services i; ;��..ftl� ��; ;� � �_F:�; }; �? �! :,� t.l� � ` � � �; ) �: E �' � 1993 �^+TY OF RENTON �jineering Dept. Enclosed please find a copy of a letter Zanetta received from Mr. Blankinship for your information. If you have any questions, please feel free to contact me. -r-� �', v-t Vc A2 2 c<< ��x 2SS-Sy��i ��,w,� �� � tC c ��E J c� � i �►T�! GL � �iJtc.� 2 PA- �, c s Nurc ° Tu � s �sr (o� � b) T�-� = F i � � . � s rH � i � c �-, � � A S Yo J C,� J c C� '�`�i C p��J r a S�r r A r5s�c ...�4s ..�vr .2cso�u�. ns o� T.,�; �A��. I �-� � � t ►� v co P-� c> F � i2 [ 6 Pv -�SE � 2 v � '� `� �` C,�'�Y oQ 2���T�r To ��A�K�ab�� o aR F��Q���� Post Office Box 626 - 100 S 2nd Street - Renton, Washington 98057 -(206) 255-8678 MON7'COMI?Rl', Pt1RllUl?, BI.ANK1NSIiII' c� AUS1'IN ROl3FRTA PURDUE, P.S. JOHN D. 6I.ANIi1N5f11P, P.S. GEORGE W. AICERS, P.S. ]ERRY W. SPOONEMORE WIU.IAM K GOODWIN ' S ' . M. W.�YNE 6LAIlt _ , ' �. �� � LYNN O. HURST ,` ic ��/� � IEFFREY L P�W� 1`� V �� CHRISfOPHER L FIIRSf �, \ � !� AIAN L MOK1'GOMERY '' � � scoTrB.r�s�k � v �99� MICFIAEL E GOSSL�R ��� �._. � CAMILLE TAl'LOR F2AISTON IT l)�'' �,,M� �t. W�SE�,�K _ - RE�.; , d T"1'OKN EYS AT I.\ W Sfrh FI.�R COLl1Mf31A CEh"IER hll FIF'ill nV1:NU1: SF \TILF_ N'ASHINGI'ON 96101 (20ti) G82-7(�� SlL'.�RT P. I�ASINER JOSf�:f'H C:. EiROWN. JR. DOtiAI_D R. MOKl21SON ROf3ERT `f. RAR'iLET1' 'fA�tAri.4 L ROF. R(X'IiIE ). U1.RICH JAMES N. LOVELI. 1�.1('tiIS11LE (2�� Ci2$-95:i�4 PEGGYC.HUGHF_S � t . , l; '� ` , ; i',1'�:', ��.. o,�vm H. t�wNsr_N M��t�,.��.w.�A�;�oc�: � September 3, 1993 Ms. Zanetta L. Fontes Warren, Kellogg, Barber, Dean & Fontes P.O. Box 626 Renton, WA 98057 Re: Sanitary Sewer Serving M�nterey Terrace Dear Zanetta: WILLIA�f �10tifGOMERY(I�rO) nt.,�� F. ,�usn� ��ve3� (iAf.E D. BARHFE (1993) CARL R. I.UCItERA7N (RE'I1RED) �K'� r %[. , 5 /r�(�;,�� Ci�: ����' ��. 1 ' ,5�;� � r' i � u' ry ' � ! / , '`r''�h'= t, r ;,\ ; � 4 r 1;�- ;,y �,�ca� �;; s . � TE�, E ' � 'r I got your voicemail message that the City had not hooked up Monterey Terrace with McKenna's sewer. That means that Monterey Terrace is still hooked up to the old one which the City claimed �vas wearing out and a threat to its aquifer. In fact, John tells me that Monterey Terrace is indeed hooked up to his sewer because the City's inspector, Ron Olson, had insisted that it be connected. Following Olson's orders, McKenna did in fact hook it up. McKenna is still prepared to unhook it if the City persists in refusing to pay a proportionate cost of the new sewer designed and installed to replace a line which was worn out and becoming a threat to the City's aquifer. Si cerely, r �hn D. Blankinship, P.S. JD D:vg[: b91 ��E35U6- Z� cc: John W. McKenna, Jr. \ � \�- T�� S.S MH �2 �( /ST�A t 1 -$'LT I I / T T P� _--T � r' M H � N,�_ � � _ __ = - _=� � ,�-c�`� v-i/ ��''��� - -«�- �.r.� �_ 3, � � po 1 �-TP.. 4+ C�4 � -c.av�� � �.-T. M�t`1 � p�co�as � .._ I�Z h� � . _ �- � 1 � � y..� � . ��'� _ �_—�„ 2.� � � — ,,..� � � ��j �H� ���� � ����s�n������t��t � �t � H � i�n � � ,• �, \ _ — �• d°� N � � 0 4-_l � p0 � \ ��- � 1 � - � al � �. -�-+� � � � � — — � —� � — --� —. �— ,� --- ��' _ �.H = _ _ _ = _ _ M�� �y � 1��-'��lG � _ - = c_ � � o.r-�' �- _ _ _ = - �.. ,P.r� � ,P _ 3 .. _ � .� i •� ,���=�:� �c`�'�11�L'� � �l�- .: � ' �vr_' �� � b�. � �ST�4l,t..4T[� � °- .� � .�,� . •� c., ���, ��o �� ��-_- . `� �' �.' 'i�..--�;�- .. � . � �� �"'r � � Earl Clymer, Mayor TO: FROM: Ron Olsen Udlity Engi Lisa D. Mit Legal Assis� CITY OF RENTON Office of the City Attorney Lawrence J. Warren MEMORANDUM Supervisor � .. . _ I' � � _, � -�.._ � ���:��� � �'�� .; u 2 ;3 1993 ' OF RENTON �eeri�� p-� L. Fontes, Assistant City Attorney DATE: August 20, �3 � RE= Sanitary Sewer Serving Monterey Terrace Attached please find conespondence from John D. Blankinship and the attachments. After your review of these documents, please contact Zanetta. Post Office Box 626 - 100 S 2nd Street - Renton, Washington 98057 -(206) 255-8678 MONTGOMERY, PURDUE, BLANKINSHIP & AUSTIN ROBERT A PURDUE, P.S JOHN D. B1.ANKINSHiP, P.S GEORGE W. AICERS, P.S. JERRY W. SPOONEMORE WR13AM K GOODWIN M WAYNE BL41R LYNN O. HURSf JEFFREY L P�W� CHRISTOPHER L HIRSf AIAN L MOti'I'C'�OMERY SCOTT & EASIER MICHAEL E GOSSLER CAM[LLE TAYLOR RAISTON JAMFS }i WIS}iAAR PEGGY G HUGHFS DAVID B. tlANSEN MICHAEL W. BABCOCK ATP�RNEYS AT LAW S&h FLAOR �LUMBIA CENfER SIUART P. KASINER 701 FIFTH AVENUE JOSEPH G BROWN, JR SFATILE, WASHING'IiON 96101 DONALD R MORRISON �zo�, �s2-�o�o D /^� �,�► T �. B.��err ��1'�:i���i - LROE FACSIMILE �206� 62S-9S L - �ioc . uu�cH IAM�S IAVELL E J U L ;; 0 '��3 � WILLIAM MONTGOMERY (1980) WARREn KCLl.O�f Ba�F.AUSI7N(1983) D BARBEE (1993) �EA�v �, F(j�1�TLs, �' S. CARL B. LUCICERATH (REI7RED) July 28, 1993 Ms. Zanetta L. Fontes Warren, Kellogg, Barber, Dean & Fontes P.O. Box 626 Renton, WA 98057 Re: Sanitary Sewer Serving Monterey Terrace Dear Zanetta: I enclose a copy of a letter and its enclosures from Andy Rykels to the City of Renton regarding NE 3rd Street Sanitary Sewer Extension which serves various �roperties, including those located within Monterey Terrace. The new sewer was put m to City specifications and at the City's insistence Monterey Terrace was connected to the new line. The City felt that the existing line serving Monterey Terrace was inadequate to protect the City's aquifer. We understand the City has now rejected the idea of a latecomer agreement by which owners in Monterey Terrace would share some of the cost of the new line. Since the new line serving Monterey Terrace replaces one which the city officials claimed was inadequate, the City is clearly benefitted by the new line and must contribute to its cost to avoid being unjustly enriched. I believe the case of Mallory v. Olympia, 83 Wash. 499, is directly in point. I understand that title to the new line serving Monterey Terrace has never been transferred to the City and that the old line still exists. If the City persists in its refusal to share in the cost of the new line serving Monterey Terrace, we will advise our client to cut off service of Monterey Terrace by the new line, effective at noon on September 1, 1993. The cut off of service would be done at the manhole where the line from Monterey Terrace joins the new line. The City could then simply hook up the line from Monterey Terrace to the old existing line. If you or other representatives of the City feel that a conference with our client and me would be useful to further discuss this matter, we can be available on any reasonable notice. �DB:�gr:bs��ssob-is Enclosure cc: John W. McKenna, Jr. Si rely, J n D. Blankinship, P.S. �. yyr,� Z;..,.:� � r � �t � ;�l�f..l..;�d �, ; �:� �: ;,���°�;.�`'v��• � :i.:'`.! .,:�'•,�-,, • �: Tt�e RyE<els Engineering Group Inc. Consullinc� Enginecrs • Civil, Municip:il, Suhdivisio�is October 22, 1989 T0: Tfayor and City Council Municipzl IIuilding 200 Mi11 Ave. South Renton, WA 98055 SUL�J�CT: NE 3rd St Sanitary Sewer Extension Prom Mount Oliv�t Way to T-405, Renton, WA i�lono���b1e M�iyor ancl P�(emU��-s o.f the Renton City Council: On behalf of Fiorillo Northwest, Inc, we hereby respectfully request a latecomer agreement be drawn up so that adjacent properties will be required to share in the cost of the N� 3rd St San.itary Sewer Extension, which was installed to serv.ice the = abovc referenced development. The prope.rties thzt will benefit now or in the future from the sanit�ry sewer extension are those located along NE 3rd St, those locatcd within Monterey Terrace Addition Subdivision, and those a�lcl.itional propert.ie� as shown on the attached vicinity map. AtC;:�ch�c1 hcrei:o �.rc t11e cost data ror the installation. The lc�gal de��criptions for those properties to be included will be provided by separate cover. I tr.tist that this is the information required to prepare th� latecomers agreement, if 1' can be of further assistance, please i��l Frc�e to cal.l. Si.ncere.l.y, � � / � � V `( Andy J. Ry}Cels, P.ylcels Fngineer . r . �_ 7 Group, Inc. .::;(i 1 1 I;;+nl li��r: SI. • Kunl, 1;,ri1 �i1)U•I? •(?OG) G31 •f::'��I �' COST DATA NORTHEAST THIRD STREET SANITARY SEWER EXTENSION EROM MOUNT OLIVET WAY TO I-405 RENTON, WASHINGTON Ttie Followiny costs are related to the 8" main line sanitary sewer extension of 1,537', including eight (8) manholes: Base Contract......... .$ 1. Add manhole at 4.+•27•per�City•of�Renton.....Add.,$ 2. Add epoxy grout for each manhole at $500.00 each ..................... .Add..$ ........ 3. Up charqe for working hours per City of Renton ..................... .Add..$ 4. Add two (2) coats of "Koppers ����� Eitumastic 300-M" to the interiors ot all manholes ............................ .Add..$ 5. Add pressure testing at 150 p.s.i............Add..$ 6. Remove trench spoils and dispose, add c:rushed rock for backfill in trench at $14.25 per ton x 4,000 tons ...............Add..$ 7. Overlay half of street with asphalt, tack coat, and restripe and replace buttons, complete with traffic control � at $54.00/ton x approximately 200 tons.......Add.,$ 8. T.V. Inspection, if required of new sewer on1y ............................Add..$ 9. Washington State Sales Tax ................. .Add..$ 10. Bond ...................................:.....Add..$ 97,552.00 1 , 800. 00 .� 3,750.00 10,000.00 3,600.G0 3,000.00 57,000.00 10,800.00 1,915.00 15,342.77 2,448.00 TOTAL CONTRACT SUM ...........................$207,2�7.77 Owner to be charqed or credited based on actual tonnage amounts. Unit Costs 1. Provide, place and compact select backfill material, if required, at $12.75 per cubic yard. 2. Provide and install additional manholes not in tha street or right of way at a cost of $1,800.00 each. 3. Provide and install additional 8" sewer line, not in street or right-of-way, at a cost of $35.00 per lineal foot. 4. �5aw cut concrete pavement below asphalt pavement at $3.00 per lineal foot x 3,000'. 5. Remove and dispose of concrete pavement at $4.00 per square yard x 800 yarcls . 6. Replace concrete pavement at $22.00 per square yard x 800 yards. The unit prices above are to be executed by written Change Order only. .� . �: � -., �.-_.......... ... .,,��� _ ' ., ��• ��.,� .... ._... . � ,� � , . , . y � � ERAD.CO PROPERTY . � . �� S� O � _ � . , - . .. �. . � •� .. � � . � � . . � , ........... ... ......._........... . �` : , ._.._..-----�----- .-..,._.........__. ........_...-�---.._.__._...... _ , . . . .: . 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N n ^ N ; `� �.', � ��Y•' aI /` � G Z 0 A e�.w�r �� J00 00 .�_ N�' ` ~ � �_° M1:a�--y�— zii. �.— Y �. N /,'.0(1 � T-'1�1.9t � ?ql �w�-a�� ,a p vA� � � ;, ,?• �W- a � ��� �? �;C� N � ��JQ � /. � . � ±` i� � / , \ y , ; � �w � I o � A�� � �\ � ' I , � ' e.=e•a� � � � /% q. � �%' �_�+i•� �, �_ 1 S! u'� ./ � L' ii�ag � . ��y •J'T'� �� f 100.00 7 Y v �,''���,j E'��_� R�?���as..,w•�� 4a°oi'��'E _ 72a�t _ � �� � s � 4Y ��� , � , L-..------- Wr----�----�-- — �1' ' �- : � ."""a.." ��� . `— 1 ~~ �,• /�.to y��J � ' G. �2 29 � k 4• 2S6 N ��i i � ��J' z T � S3 �6. ' i �F 1�4.�2 x� i �� K MONT�REY TERRACE ADDITION � ; � �N �-'".��i V01. S0,' p0� Si � �\�,` .s�� : 4j• \ Q�} Mp1• Py�1t Pe.�r RO+I. ��s.n ►N Il�eae al lvr�� R a6 219 ���`l,l Vol � 0, 000� 37, T� 0 5.11 �� /� � u27. S6 .4( I r• .... ... I .... _........... !..... __i ........ ..... . _ � - _ e000 sorr �_._. !7t 82 _ N ��pr.K••E ��c � sa ., MONTGOMERY, PURDUE, BLANKINSHIP & AUSTIN ROBERT A PURDUE, P.S ]OHN D. BLANKINSHIP. PS GALE D. BARBFE GEORGE W. AKERS, PS JERRY W. SPOONEMORE W[L.[.IAM K GOODWIN M WAYNE BWR LYNN O. HURSf )EFFREY L P�W� CHRLSTOPHER L HI[tSI' ALAN L MONIC30MERY SCO'IT B. E4S'TER MICHAEL E GOSSI FA CAMILLE TAYLOR RALSTON ]AMES FL WISHAAR PEGGY C HUGHFS ATTORNEYS AT lAW 5&h FLOOR COI.UMBtA CEMER 701 FIFI7i AVENUE SEAT'IL2, WASHINGTON 9810/ (206) 682-7090 FRED I. POSS DAVID B. HANSEN MICHAEL W. BABCOCK Ms. Arlene M. Haight Property Manag�ment City of Renton 200 Mill Avenue South Renton, WA 98055 Facs[ne[[.e (206) 625-9534 March 18, 1991 Re: Latecomer Request Dear Ms. Haight:: SIVART M AINSIFY SIUART P. KASINER JOSEPH G BROWN, IR DONALD It MORRLSON ROBERT M BAR"1LEIT W[I11AM MONTGOMERY (1980) AIAN P. AUSI7N (1983) GRI. & LUCI�RATH RE7'IRED --., : y�: =�"' .�' ; � :., � 3�, �;�;,_;�. . � �:' .;�'= f'�;�s� �'.1 1���.�1 ..�J jr � �AI� '��°i � ,:�-;� �,; �. �� � � �,ai; ,-,. . - � t� � iy_;,� � .,: ; ; _ �"��.. , :,,� , �,, :•�. , ; r �� -., .�� :r ,�,.,.%Js'��'� '�(.'r,i '�3 :r;, ��� � John McKenna of Fiorillo Northwest has consulted us regarding your letter of March 7, 1991 relating to a latecomer request for the NE 3rd Street Sanitary Sewer Extension. We understand the city's requirement that for purposes of the latecomer agreement, properties will be 'benefitted" only if they front the line, are not already served by a sanitary sewer, and benefit by gravity. T'he immediate issue involves Monterey Terrace, which the city's waster water utility section says is not currently being served by this sewer and will not bene�t therefrom. Prior to construction of the sanitary line extension by Fiorillo, Monterey Terrace was served by an old sani- tary line. The city, however, required Fiorillo to install a manhole opposite the Mon- terey property and to connect Monterey Tenace to the new line. The city contended that the old line was no longer adequate, and it was objectionable to the city because it crossed �an aquifer which the city was anxious to protect. The old sanitary hne remains in place, and Monterey 'I'enace can be reconnected to it. Title to the new sanitary line has never been transferred to the city and remains with Fiorillo. It seems to us that either Monterey Tenace or the city is benefitted by the new line and one or the other should pay for that benefit. Monterey Terrace will clearly benefit from the new line if in fact the old line had to be replaced, as the city contended when it insisted that Fiorillo connect Monterey Terrace to the new line. If Monterey Terrace is not bene�tted by the new line, then the city is, because it has acquired or will acquire a sanitary sewer line which does not threaten the city's aquifers. The same reasoning may be applicable to other properties which will be required to connect to the new line. We believe our position m this is supported by Supreme Court decisions such as that in Mallory v. Olympia, 83 Wash. 499. March 18, 1991 Page 2 Our client and I will be happy to meet with you, or any other city officials, to discuss this further if you wish. If you believe such meeting will be helpful, I'll appre- ciate a phone call. P. . .rns��:bs431\ cc: John W. McKenna, Jr. �I`��'��:.,,: '1.. i y{: yK: m`�?GwW�' � �.,�� -- `�. sti:. Earl Clymer, Mayor September 12, 1990 Mr. John W. McKenna, 7r. General Manager Fiorillo Northwest, Inc. 131 SW 156th Street Seattle, WA 98166 SiTBJECT: Dear John: CITY OF RENTON Department of Planning/Building/Public Works Lynn Guttmann, Administrator NE 3rd Street Sanitary Sewer Extension S-496 Final Acceptance Per our conversation of today, please find attached a sample Bill of Sale and Cost Data Inventory form indicating quantities of facilities to be turned over to the City as well as sample language for the Bill of Sale. Blank forms are provided to you to convey the sewer main installation on NE 3rd Street to the City of Renton. I also reference your letter of May 1, 1990 to the City of Renton. - Items 1, 2 and 7 have been completed to the satisfaction of the City of Renton.�� - Item 3(as-built of construction plans) has been submitted to and reviewed by the City of Renton. Mi�or modifications are required, which baseline engineering has agreed to perform.✓ - tem__ s 4_and_�5 �covered in the first paragraph of this letter. - Item 6, Maintenance Bond, has been provided by Diorio Construction; therefore, you ✓ are no longer obligated to this condition. Upon completion of the above referenced items, this project will be considered complete. Connection from this line to your facility requires an engineering drawing showing the side sewer location and elevations. Upon review and approval, a side sewer permit will be issued. If vou�iave any/questions or req Vj2ry truly Waste Water 90-281:DMC:pa Encloaurea additional information, please contact me at 277-6212. 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 FIORILLO NORTHWEST:: INC. August 4, 1992 Ms. Zanetta L. Fontes Assistant City Attorney City of Renton P.O. Box 626 Renton, Washington 98057 Regarding: Permits for Mount Olivet Plan Review and #9279 - Dear Zanetta: Closure of Land Reclamation #9279 - Grading Building I would like to take this opportunity to thank you and members of the City staff for meeting with Bill Goodwin and myself yesterday regarding items found in the plan review for the aforementioned project. 9�"� �-� As discussed in the meeting there are several items which need to be addressed by Fiorillo NorthWest Inc. (FNW) and several items to be addre�sed by City scaff or the City Attorney's Office. Listed` below I have outlined our response to the items referenced in the July 29, "1992 letter to FNW and have incorporated comments from our meeting of August 3, 1992. PLANNING/BUILDINGfPUBLIC WORKS DEPARTMENT Water Utility Systems Plan Review #9279B: l. FNi� will tie the existing footing drain into the sanitary manhole adjacent to the pretreatment building where we have installed the leachate collection system into the sanitary sewer system. FNW will provide t.he City of Renton an as built drawing of the existing tie in of the leachate collection system and proposed tie in of the footing drain within 30 days of issuance of the permits necessary for closure of the landfill. FNW will not be responsible to acquire any additional permits for the leachate system tie in or tie in of the footing drains for the Cut Off Walls. 131 SOUTHWEST 156th, SEATTLE, WASHINGTON 98166 •(206J 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 Ms. Zanetta L. Fontes City of Renton August 4, 1992 Page Two 2. Domestic water lines to be capped off at property line. The septic systems will be pumped, removed and disposed of within the landfill. Plan Review �9297G: l. The City has the final drawings. Dave Christensen with the City of Renton has the completed drawings in mylar form for the entire as built of the sanitary sewer extension for Blaine Avenue Northeast and Northeast 3rd Street. 2. Tie in is complete and approval to make the necessary tie in was given per Attachment 1, Letter from James C. Hansen, Manager of Development Services Division, City of Renton to FNW dated June 17, 1991. See attached letter. In addition, FNW agrees to provide the City of Renton an as built of the tie in within 30 days of i_ssuance of all permit� for closur.e of the landfiil. 3. Installed as designed. FNW will provide along with the as built drawing as defined i.n Item #2, the make and model. number af the meter flow system installed for mete.ring. of t.he leachate with:in . 30 days of issuance of all peimits for closure .of the 1anc�fill. 4. See attached (Metro Uischarye Permit). S�e Attachment 2. 5. N� Bill of Sai� until we resolve the insituform ::ost. 6. No new fees will be paid by Fiorillo NorthWest Inc. for sewer system special utility connection charges. System was complete November, 1989. Ordinance came into effect July 8, 1991, Ordinance Number 4321. Ms. Zanetta Fontes will look into connection charges and get back to FNW regarding this line item. 7. See landscape plans. FNW has paid the City of Renton to provide a 2" wat�er meter for irrigation services to the landscaping. The meter is installed and has not been utilized to date. 8. Not necessary. .FNW has paid the City of Renton and they have installed a 2" meter for irrigation. 9. Okay. FNW will provide a backflow prevention device within the Mount Olivet Landfill property line and not in the right of way. Ms. Zanetta L. Fontes City of Renton August 4, 1992 Page Three 10. No new fees will be paid by Fiorillo NorthWest Inc. for water system special utility connection charges. 2" water meter was installed prior to the ordinance date of July 8, 1991. Storm Drain Systems Plan Review �9279B: l. See Sheet C-4 of the Miles drawings dated, Rev. July, 1992. 2. Refer to Baseline Professional Services letter, July 31, 1992. It was agreed that all survey work will be performed prior to footing inspection for Cut Off Wall III and as builts will be provided to the City within 30 days of issuance of necessary permits for closure of the landfill. (See Attachment 3). 3. See �2 above. 4. See #2�above. 5. See #?, abov�. 6. See �2 abo��e. 7. The setback, as agreed with the Environmental Review Commi�tee/Mr. Don Erickson and Ms. Jennifer Henning,° should be to face of the wall and not to the face of footing. Furthermore, it was agreed in our meeting of yesterday that face of wall will be the setback requirement. 8. Not necessary, there is an existing 2°1 water meter installed for the irrigation installed for the closure of the landfill. 9. Okay. FNW will have John W. McKenna, Jr. prior to issuance of the permit initial the deletion of the Cut Off Walls extending beyond the south property line. 10. See #2 above. Ms. Zanetta L. Fontes City of Renton August 4, 1992 , Page Four Plan Review - #9279G: 1. Core requirements and special requirements were addressed in "Section D" of Conceptual Storm Drainage Report. This section can be incorporated into Final Report if necessary. 2. David Evans & Associates (DEA) will incorporate the conceptual storm drainage report which was approved by the ERC prior to the final Declaration of Non- Significance Mitigated with the final drainage report. It was assumed the City was reviewing the drawings with both reports in the conceptual design DEA prepared a Level I analysis. 3. This site has funct�oned as a gravel site prior to restrictive storm drainage control. Therefare, the downstre�m stcrm syst�m has alway:� fur_ctioried with this site contributing to it as a"gravel �it." No flooding occur.s witl�in the dawt�stream sy�zem, so extra m,easurements are not necessary. 4. Impervious cap will he constructed with Alderwood type soils - Reference RZA-AGRA (SCS Class C). 5. DEA did not receive trie map� back. It was 24" x 36" format. 6. DEA made an error and will confirm from 7.6 acres to 9.0 acres. 7. Okay. 8. Okay. No offsite flow through detention facility due to existing topo and on-site design grades. 9. Not necessary if pre-developed conditions are gravel pit and developed conditions are Type C soils. 10. Due to site constraints and nature of construction Greg Zimmerman stated in a telephone conversation to do the "best we could" in terms of silt ponds - this design- reflects that. Construction sequence is elaborate in this regard. 11. Okay. Ms. Zanetta L. Fontes City of Renton August 4, 1992 Page Five 12. DEA assumed grading of the site is shown on the drawings was approved by the City. The grading scheme was copied from Harding/Lawson C-3 "Final Closure Topography". DEA was hired to provide storm drainage and Temporary Erosion Control Plan for this approval. 13o See attached letter from Baseline Professional Services dated July 31, 1992. 14. See attached letter from Baseline Professional Services dated July 31, 1992. Work to be performed after issuance of permit upon layout of Cut Off Wall III. 15. Work to be performed after issuance of permi�t upon layout of Cut Off Wall III. 16. Work to be performed after issuance of permit upon layout of Cut Off Wall. III. 17. Okay, 18. Okay. 19. Wark to be pe.rformed after issuance of permit upon layout of Cut Uf.f h'a]:l..III. 20. Okay. 21. FNW does not have adequate time to prepare drain profiles for the storm drain plans. 90% of the drainage is conveyed through grassline drainage swales and therefore we do not feel it necessary to provide profiles. FNW will provide adequate check dams as necessary in order to slow down the rate at which the storm water enters the detention facility. 22. The City will have to review the drawings as proposed and either approve or disapprove. 23. This requirement should be relaxed due to the uniform site grading with an all around perimeter ditch system and landscape plan. In addition, it is not necessary for closure of the landfill. The design for final slope and grading of the landfill was designed per State standards and the desigii of intermediate terrace drains will not be acceptable for final closure of the site as it will add to overall increase of leachate. Ms. Zanetta L. Fontes City of Renton August 4, 1992 Page Six 24. Okay with exception of ridge line. Should be located to produce a minimum of 1% of ground slopes at the top of the landfill. 25. All storm drainage exiting the site to adjoining properties has been in existence since the initial opening of the landfill in 1977. We have only continued to maintain those ditches since becoming the operator of the landfill in July, 1987. Because of the existence of the exi�ting storm drainage ditches on existing properties ror so many years, it should not be a requ�rement to obtain any easements either from the property from the north or Puget Power to the east. OUr revised design will not change either the quantity or location of discharge of storm water run off from the subject property as it has existed for many years. Ms. Zanetta Fontes will review this requirement with City staff a�1d provide FNW.with their response prior to issuai�ce oF germits for final closure of landfill. 26. E�isting vegetati..on on south by cemet.ery is to be preserved p�r City comieents earlier - DEA took extra care to ti��. out ci�s�:grr cont.ours to nreserve: this. Any grading ad j oininq tY�e ce�r�etery�. �will . only t�e done �o tie existing slupFs:-.t�:. L-h�>..ceMeter:y.� TY�� cemeter.y: i� owr►ed by. the sam�• ownar as- tile landfill and under FNW's contract agreement we are allowed to make the necessary site improvements to clos� the site in an environmentallv` sound manner. �� 27. � Okay. Has been added to the landscape drawing. Plans will bP revised to avoid any grading on adjoining proper_ties. 29. Al1 impro�rem�nts constructed on the adjacent properties with the excPption of the storm drainage ditches which continue to be maintained by FNW. Restoration of the adjoining properties has been completed. We may hydroseed only to reestablish vegetation and will do so from the landfill property. 30. On-site: fill. Off-site: Have soil cap and liner at bottom of debris Greg Zimmerman said this was not necessary. Ms. Zanetta L. Fontes City of Renton August 4, 1992 Page Seven 31. Isn't "water works" an acceptable program to use? The program determines orifice size and rounding. 32. Okay. 33. Construction det.aiis and engineer�ng of the proposed detention vault will be provided by Don Mile� Engineering and not by David Evans and Associates. Size and layout will be provided by Davi.d Evans and Associates. 34a See attache� (Attachmen� 4) letter from RZA-AGRA dated July 31, 1992. 35. When this pond tops it will flow over retention wall in present design. This will be hard to do because of site constraints. Any overflow of storm drainage will be collected by the bottom liner and disposed of through the leachate caJ_lection system. In addition, FN47 will provide an ad.ditional manhole and tightlirie bypassing the control structure fron� �che detention vault' to the ��roposed st.or��n drainage liiie. 36. FNW wil.l pr•ovide discharge dir.ectly into an overflow draina:�e ditcl� cl�..rer.tly discnargin�� storm.watEr into the downstream -�.onveydncp.: system. 37. Okay. DEA was waiting fo-r acceptance on vault size before designing. Design will be by Don Miles Engineering and Earl Anderson Co. Upon approval of the storm drainag� design FNW will provide the City with the appropriate drawings for the detention structure. 38. Okay. Wil1 dead storage be neces�>ary if grass line swale performs bio-filtration? 39. Okay. 40. DEA will redesign the system to address discharges in the opposite direction. 41. Okay. Will inc�ude calculations. 42. Okay. Ms. Zanetta L. Fontes City of Renton August 4, 1992 Page Eight 43. Not required as the site is to be maintained under a Closure/Post Closure Trust Fund �osted with King County Department of Public Health. In addition, to provide vehicular access to the detention vault would reduce the amount of volume of fill which, in turn, would create a short fail for• tYie Clos�sre/Post Closure Trust Fund. See Attachment 5, letter to Mr. Tom Kress with the City of Renton from rNW dated August 4, 1992. 44. Okay. 45. We did this. 46. Okay. 47. Okay. But volumes are small, instead contractor is will.ing to f�ollow construction sequence and close f�c.ility on a regular. basis. ..Tnis i�s not..a f.lat site° and fil:ling �perations.must be perForrned in layers. Typical erosioti contr_ol de�i.gn �vi_ll r,ct. work for th�.s site. �£3. They are - no offsite flo�as. 49. Gkay. 50. Not applicable. See #36 aboye. 51. It was agreed with the ERC and FNW tii�t no bond would be required to cor.rect dust or noise problems. If the City gets a complaint, they are to contact the Contractor and the Contractor is to address the complaint. If for some reason the Contractor does not satisfy the neighbors concerns withir. reason, the City car. put the Contractor on �;�tice and Yialt work within the landfill until such time as the Contractor has satisfied the neighbors concerns within reason. 52. The Contractor has a cash bond in place with the City of Renton for the amount of $4,000.00. It was agreed with the ERC that this would be acceptable. 53. The Contractor is prepared to post a bond in the amount of $3,000.00. 54. See Attachment 6, letter fror� FNW to Ms. Jennifer Toth- Henning. Ms. Zanetta L. Fontes City of Renton August 4, 1992 Page Nine NOTE: DAVID EVANS �PTD ASSOCIATES WILL PROVIDE TO THE CITY OF RENTON REVISED STORM DRAINAGE PLANS INCORPORATING THE LINE ITEMS ADDRESSED IN THIS LETTER REGARDING STORM DESIGN AND WILL 1�DJUST FOR SATURATED SOILS, TYPE C SOILS WITH GROUND COVER REPRESENTATIVE TO A CEMETERY. A8 DISCUSSED IN OUR MEETING THIS DESIGN WOULD BE ECONOMICALLY FEASIBLE FOR CLOSURE OF THE LANDFILL. TFIERE WILL NOT BE ADEQUATE FUNDS TO CLOSE THE LANDFILL IF ADDITIONAL OR OTHER CRITERIA IS USED FOR STORI�i DRAINAGE FOR THE SITE. Transportation systems Plan Review - �9279B: 1. It caas agreed with the ERC �he face of the wall would be 15' from the property, and the footings will be allowed within th� landscdpe buffer. It was ayreed in our meeting set k�ack.w�ul.d be face of wa11. 2. The plari indicat.es less than a 3:1 slope except where Cut Of f WaJ_ 1 I I �nd II I c�nneci and Cut Of f Wall I and T.I didn't have this requirement. It was agreed in our meeting that grading one. foot over the top of the footing to the edqe nf pave�. Bla�.ne Aver:ue ?J�r.theast wi1T be acceptable far final slo�E�conditi�ns. 3._ a. We havc in place a$4, U00. 00 bond. There- kas� to be` no addit��onal bond requirement. b. No requirement. There ar-e no curbs, sidewalks or gutters on Blaine Avenae. 4. Gk_ay. See At�tachment 6. 5. Okay. 6. Okay. 7. Per pon Erickson it is acceptable to landscape in the public right of way. There was no requirement for any legal agreement. The City will issue the appropriate permits for installation of the landscaping within the pubTic right of way and all necessary permits including, but not limited to, variances, right of way permits, etc. NOTE: IT WAS ZiGREED THAT �'NW WILL BE ALLOWED TO STOCR PILL� MATERIAL3 NECESSARY FOR CAPPING THE LINERS AND FINAL CAP OF THE LANDFILL. THE MATERIAL WILL BE TEMPORARILY STORED WITHIN PHASES I, II AND III OF LANDFILL AND COVER SOILS WILL BE AS OUTLINED IN ATTACHMENT 4. Ms. Zanetta L. Fontes City of Renton August 4, 1992 Page Ten Planning Division Plan Review #9279B: 1. See revised landscape plans as prepared by R.W. Thorpe and Associates, revised July 22, 1992. Plan Review �9279G: 1. See revised landscape plans as prepared by R.W. Thorpe and Associates, revised July 22, 1992. 2. See revised landscape plans as prepared by R.W. Thorpe and Associates, revised July 22, 1992. 3. a. Contractor is prepared to post a bond in the amount of $3,000.00. b. Contractor is prepared to post a bond in the amount of $3,000.00. 4. In a meeting caith �s. Jennifer Henning, Mr. Tom Kress, and Mi. Bob Arthur on July 21, 1992, it was agreed we would provide grassline swales on Blaine Avenue with check dams every 150 feet. 5. See revised landscape plans as prepared by R.W. Thorpe and Associates, revi.sed July 22, 1992.,. 6. Mr. K��•in Casey wit� Fire Prevention, City of Rentor:,` visited the site on July 23, 1992 and he said he would write a letter to Bob Arthur approving the site access. 7. See attached letter from FNW to City of Renton dated July 31, 1992. Zanetta, we have been working hard with the City staff for nearly a year to satisfy all engineering and environmental concerns affecting this project. The court has ordered that this landfill be completed in an environmentally sound manner. The plans as submitted and modified and discussed above will accomplish that goal. � The court has also ordered that the restrictions imposed on the landfill operation must be economically feasible. With the comments and concessions described above, we have gone to the absolute limit of economic feasibility, and can go no further. We Ms. Zanetta L. Fontes City of Renton August 4, 1992 Paqe Eleven also are now in a good weather window of opportunity for construction which will close if we do not obtain all permits necessary to commence construction literally within days of this date. Therefore, if the City is prepared to issue all necessary permits substantially on the terms described above by the close of business on Friday of this weeY., we will proceed as quickly as possible to complete and close the landfill. If the City is unable or unwilling to issue� the permits this week on the conditions we discussed at our meeting and have reiterated above, the project will have become unfeasible for us, and despite the long and expensive investment we have made in the project, we will, however regretfully, abandon it. Thank you for your consideration on this matter. If you have any qiiestions, please do not hesitate to give me a call. Sin��rel bhn W. McKenna, Jr. ice President cc: Bill Goodwin - Montyomery, Purdue, Blankinship Jim Hansen - City of Renton Tom Kress� - Ci.ty of Renton Greg Zimmerman - City of Renton JWM : j 1 ! � i � `— � � Earl Clymer, Mayor j- �:. . . ; � CI7C'`�i., OF RE�TTO�N Planning/Building/Public Works Department Lynn Guitman, Adminisfrator ATTACHMENT 1 June 17, 1991 John W. McKenna, Jr. General Manager Mt. Olivet Landfill Fiorillo Northwest, Inc. P.O.Box 66826 Seattle, WA 98166-0826 �` : . . .. .,. � :;' ;=.� � a � �i�='i1V�u L?Y �---.._.._.._._. .; � � 11 ��ti: , � ; �_,.:_ , � -•N .\J . � ""'�--�'� -r -�--�_ ' -- L.J� � . - . .-,..-. .�-,�.� _ _ SUBJECT: Leachate Pre-treatment Equipment Dear Mr. McKenna: We havP received a copy of your approval by the Departr;ent of Ecology for the Leachate pre-treatment equipment at the Mt. Olivet project. This equipment is to be installed within the recently constructed pre treatment building. The City of Renton has no additional permit requirements for this equ�.pment. The City does have a concern that the - equipment should be installed as soon as possible in order to properly treat and dispose of the leachate. Please advise Ron Nelson of our office when this equipment is being installed so we can final the permit for the building. Sinc ely, ll-1%� C� cGi.s>�%��-- James C. Hanson, Manager Development Services Division JCH/tp159 CHRISTINE O_ GREGOInE Diredor R��, sr�rf o o � f -7 N < S N �� 3y'� ieee �°Y ' . � ��v�a�.��� � � STATE OF WASHINGTON DEPARTMENT OF ECOLOGY ATTACHMENT 2 ii�: �: . _. - J`JU I�'V, - -_. �'`_ 9350-150th Ave. N.E. . Redmond, Washington 98052-5301 .(2GK) 8oy�!.�� � Mr. John W. McKenna, Jr. General Manager Mt. Olivet Landfill Fiorillo Northwest, Inc. PO Box 66826 Seattle, WA 98166-0826 M�R 8 ;got Hydrogen Sulfide Control System for Pretreatment of Mt. Olivet Landf ill Leachate, Renton, WA (NWRO 90-368) Dear Mr. McKenna: In accordance with RCi�7 90.48.110 and WAC 173-2a0-010 through 180 of the Depar�ment o= Ecology, the engineering report and plans and specifications ior this project have been reviewed and are hereby approved. This approval is limited to the leachate pretreatment portion of this project.and is not to be construed as approval or disapproval of the leachate collection portion of this project. . Within thirty (30) days following acceptance by the owner of the above project or portions thereof, the enclosed Declaration of Construction must be completed and signed by the responsible professional engineer for the pro_ject anc� returned to this department. ` Nothing in this approval shall be construed as satisfying other applicable federal, state or local statutes, ordinances or regulations. For additional information, please contact Mr. Doug �nutson, Pretreatment Engineer, at the address above or telephone (206) 867-7025. Since ely, vl ohn H. Glynn Water Quality Supervisor Northwest Regional Office SAM:DK:cd Enclosure cc: Ronald J. Owes, Harding Lawson Associates Joe Edwards, METRO Industrial Waste Seattle -•�ing County Health Department �� r�• � .`.� � ��•� �► : i � • • ♦ .' �� '• I NSTRIiC: LIONS : APPENDiX C � � ATTACHMENT 2 DECLARATION OF CONSTRUCT(ON OF WATER POLLUTION CONTROL FAC1LlT1ES A. Upun completion, :md prior t� the use of any project or partions tliereof, a professional engineer, registerert in the Stake of Washington, shall complete and sign this form declarir,g that the project uas constructed in accordance with plans and specifications, and maior change ordcrs, approved by the Department of Ecology. It, If a project is being completed in phased construction, a map shall be attached shwing that portion of the project being declared on the date.given below. Each phase of a project must he declared as it is completed. Additional declaration forms are available frori the llepartment �f Ecology offices listed below. (:. This declaration must be signed as presented and shall not be modified in any way.. NAME AND BRIEF DESCRIPTIOh oF Pxo.recr Hydrogen Sul fi de Control System for Prei,reatment of Mt. nlivet Landfill Leachate NAME Or owr�R _ Fi ori 11 o Northw sfi In ADDP.ESS 131 Souih�rest 156th tr t ECOLOGY PFO.TEGT N0. Ofl_'�F,R DATE PROJECT OR FH.ASE CO��iPi,ETED St—��t� e WA qR� Fj�L ECOLOCY FLAN AND CL[.y StatP Zip SPL�CIFICATION APPROVAL DATt I hereby declare that I am the project engineer o: the above idenCified project and t!;at s�id project uas revieNed and observed by ne or ruy authori2ed agent in accordance with a etzlit;� asstirance plan approved Uy the Department of Ecology. T further declare that said proiect was, �o Clie best of my knowledge and information, constructed and completed i� accordz�ce aitl� Lhe plans and specifications and major chanRe orders apF�oved by the Cerartment oi Ccolo�y and as sliown on the owner's "as-bu�ilt" pla:��. Signa�ure of Professional Engineer Date SEAL OF REGISTERID WASHINGTON STATE ENGI',: c.R Please return completed fotm to the Department of Ecology office checked belo�.+. � Southwest Regional Office Department of Ecology 7272 Cleanwater Lane Olympia, Washington 98504-6811 � Northwest Regional Office Department of Ecology 4350 - 150th Avenue �i:E. Redmond, Washington 98052-5301 ❑ Central Regional Office Department of Ecology 3601 West Washington Yakima, Washington 98903-1?64 � Eastern Fegional Office Department of Ecology N. 4601 Monroe, Suite 100 Spokane, Washington 99205-?295 �] DePartment of Ecology - Headquarters Mail Stop PV-11 Olympia; Washington 98504 —8 711 I•:(:1 f�4(1-2-7.8(a) I:�v. 1:'./R5 , �� �T1E�"B�O . - Municipality of Metropol' Seattle � � Exchange Building • 821 Second Ave. s Seatt;e, WA 98104'-I598 CERTIFIED MAIL RETURN RECEIPT REQL�ESTED � � November l, 1990 Mr. John McKenna, Jr. Fioril?o Northwest, Inc. P.O. Box 66826 Seattle, TAashington 98166-0826 — ATTACHMENT 2 — Issuance of Wastewater Discharc�e Permit to Fiorillo Northwest Inc. - Mt. Olivet Land Reclamation Site by the Municipalitv of Metropolitan Seattle (MPtro) Permit No 7600 Dear Mr. McKenna: Your applica};.on for issuanca of a Discharge Permit has been reviewec? and processed in accordance with Chapter 90.43�RCW as Amended, Public Law 92-50G, and Metro Resolution 337a. The enclosed issued permit (No. 7600) covers the waste�aater discharge iro�n the Fiorillo Northwest, Inc. - Mt. Olivet Land Reclanation Site facility located at 2325 Nor�.hwest Thir� Street, Fenton, S�lasnington into the Metro sewerage'system. All discharges from �his facility, and actions and reports relat�ng thereto shall be in accordance with the terms and conditions of tnis permit. Please keep in mi;�d that an application for renewal of this permit shall be filed with Metro no later than one hundred e;.ghty (180) days prior to the expiration ui this permit. If you have any_questions, please contact Bruce Burrow at 684-2329. Very truly yours, i�..o-�:e,%, � , . U Elsie J. Hulsizer Industrial Waste Sup�rvisor Comprehensive Planning Division EJH/BRB:mwr Enclosure cc: Doug Knutson, Dept. of Ecology _ Lynn Guttman, City of Renton � Dan Moran, Seattle-King County Dept. of Public Health s; Doug Hilderbrand, Metro BRB2A\PTLFI090 r � Permit No: � Issuance Date: — ATTA CHMENT 2 — Expiration Date: WAST� DISCHARGE PERMIT 7600 11-1-90 11-1-95 Municipality of Metropolitan Seattle METRO Seattle, Washington 98104 In Accordance with the Provisions of Chapter 90.48 RCW as Amended, Public Law 92-500 and Metro Resolution 3374, a Waste Discharge Permit is Issued to: FIORILLO NORTHWEST, INC. Plant Location: IKailing Address: 2325 Northeast Third Street Renton, Washington P..O. Box 66826 Seattle, Washington 98166-082G Permission is'hereby granted to discharge industrial � wastewater from the above identified facility into the Metro se�•�er system in accordance with the effluent limitations, monitoring requirements and other conditions set iorth in �his permit. This permit is based oi, information provided in the permit application which together with the following conditions and requirements is considered part of the permit. All discharges authorized herein shall be consistent with the terms and conditions of this permit. This permit is not transferable wizhout authorization from Metro. BY �-�C/�c,Y i Elsie J. lsizer .. Ir:dustrial Waste Supervisor Comprehensive Pla-nning Division l s .,.r Date : 11-1-9�0 �age : 2 i � , � — ATTACHMENT 2 -- TABLE OF CONTENTS Section Topic/Title S1 Emergency Contacts S2 Company Identification S3 Sample Site Access and Identif ication S4 Notification Requirements S5 Effluent Limitations S6 Monitoring Resnonsibilities S7 Special RequireMen�.�/Compliance Schedule S8 Summary of Required Repor�s S9 Monitoring and Record Keeping Procedures S10 Criteria Constituting a Violation S11 Operations and Maintenance A. Chemical Storage B. Spill Prevention/Notification C. Pretreatment Equipment D- Water/Se��;er Meter Requirements E. pH ` F . Sol id �•'asta G. Stormwater/Cooling water S12. General Conditions S13 Washington Department of Ecology (Ecology) conditions S14 Not Applicable S15 Not Applicable Metro Resolution 3374 � � c��aa� � cJG'i'{J�%�'.P.� _ . . . � _ _ _ _ ._, . . -r -r � i r � 1-1 ' . 1 - _ — ATTACHMENT 3 UA� 31 JLR Y, 1992 CI�T�,,N?' : J�Tt Nc}�dNA JR . P . 0 . T�OX b6826 S�T1ZE, WA. 98� 66 �.�Ji v 1 iV-i� 1 Vh : BA `"EL,i NE PRG�"� �ONP.L 5�.�.MV I C..�:� 70 � 7 2'TT}-f ST' . W.#6 TACOMA, �'A . 93�' 66 r;�ar Client, 'Ihank yau fcr choo�iix� Easeline for your professional sexvicE�. T-,is letter zs to seitie as d prapt�sal betwee;i you (heroin after cal]ed the "client") arx� ��clir�e. �ie iollow�ng is a de�cription of tl�e ta.�k/+ac�rl-: rec��r��ted by the clie»t: Iuenii;y tiie survey datuv used to establisi� ele��ations and ground canzo�rs shaxn on the plans. City of Renton Datuo ;U��S 1929, KCaS1 x;ll be used, Reference City �enc�r,ark �i�9 on the pldTi3. Su��it records of a survey cond�eted by a Ec�e;ir,e xlich lac�tes the true centerlins oF Blaine ����n�e hL ar,� ;��ntifies the li��its of the Ciky's right-of-wa� in rulation 'to the proposed retaining Nall. �r�ou thE Blaine ,lvenue NE Stree� r.enterline an� con;rol poi:,t.s, staiic�r�;eq, Dearir�gs and distance� or curvc �a#a on ti:e plans. 1�1? retain�t�g xaJl ir��ro•rFments Kill i�e located and di�,ensioned to tt�e ilaine llvenue SCreet centerline as e;t,;blisl�ed by tiie road suYvey de5cribed above. plmensiUn��y Kill De d�ae Df stationing and �ffset froE the strect cEr�terlinF•. i��r�t�iy ar�d clearly laDe� Ni�� distancrs ar,d bearzngs all prc�perty lines a�d street, rigiit-o;-F�y llnes shaxn on t�e p; c�is. Rc!ainir�g k�a!i setback fron the Blaine �tvenae hE riglt-of-x�y lane snould be a nir�i�,um 15 fect to the front edqe of �i:e tootilic, not the Hall. NtiTE: PLEAJi BE I�DVISED t�fil�T THE PROYIDED LEFAL DESCR1Pl'IOh'(S) Iil1ST BE �CCURATE aND USABLE. SHOULD Kp,JOA DISGHEFAtiL'IES ��;p/OR PkOBLE?f5 -BE DISCOYERED YITH THE PRUYIDED l,EG�L pESCRIPI'fON, COORDIN,lTIOH NiTN 1� TITLE CU;�?�,4Y TO kESOLVE llll IS�UES 1�ILL BE PERFUR!{cD OH A'iI'�E AND nATERIJILS BASIS: THESE IJJUFS HAY J�iSO AFFECT Tf�E DISCUSSED COI�PL�1iGH DAiE GF �1llGl;Sf" a5, 1992 t. This pr��ject w?11 bp ir,voiceci as: 1) Ti m� & Maieri a 1 s a,'�OIX ShGLlld yGl.l have any questio�is oy� require a�>> additional info.rmation ple��e r_ontac.t mP .at 565—=�91. RF`S�ec� , � �G� + � Lr�uglas J. Elli�x�son DJE/L�b (mckemt�.,l . ) Land I''laiuiing & Use • Subdivi�iot�s • Engineea�ing • Suzveying 7m�_���;, ��.�,.� tn�,>.:+ c,,;�„ � _ -�-___..._ ,,., ,,..,,. _ ,_,... _._ .._. _... . _ � � — ATTACHMENT 4 I�ZA AGI�A, Inc. (fo�mer/y Rittenhouse Zen�an & Associates, lnc.) Engineering & Environmental Services MEMORANDUM To: FNW, Inc. Date: 31 July 1992 Subject: Review of Design Details 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX (206) 821-3914 We are writing this memo to summarize our telephone conversation today regarding design details for the proposed stormwater detention vault, and regarding the characterisics of the cover soifs and proposed bottom liner soils on the Mt. Olivet Reclamation Landflll. DETENTION VAULT We have reviewed a concrete vault detail prepared by David Evans and Associates, for use behind the north retaining wall. Based on our review, the proposed detention vault design appears feasible from a geotechnical standpoint. We understand the detention vault would collect surface water from above the landfill liner. A separate leachate collection system would collect any liquid generated within the refuse, and route it via tightline to the leachate treatment compound. A foundation underdrain would be provided below the bottom liner to collect any available groundwater, so that the retaining wall backfill remains in a drained condition. ff the back face of the retaining wall is used as one wall of the detention vault, a fluid pressure of 62.5 pcf would act against the retaining wall For a precast structure separated from the wall, we recommend a minimum 2 foot vertical "chimney" of iree-draining backfill be installed between the detention vault and the back of the retaining wall. The unit weight of water is about one half that of drained soil backfill, and assuming the precast vault is designed to withstand the internal hydrostatic pressures imposed by the water, the pressures acting on the existing retaining wall would be reduced. For either case, the upslope wall of the detention vault should be designed to withstand lateral earth pressures, as provided in our 16 October 1989 report, our 2-1-8� Memorandum, and our 6/14/90 Memorandum. COVER SOILS The cover soits used atop the existing landfill were primarily glacial till (known as Alderwood Series by the SCS classfication), although some sandier soils were also used. We obtained a sample of this cover soil, and measured 34.6% passing the U.S. No. 200 sieve. We also obtained a sample of undisturbed native glacial till from a cut bank in the Phase 6 area, which is proposed for use in the landfill bottom liner. We measured a fines content (that portion passing the No. 200 sieve) of 65.3% on the undisturbed till s�mple. Based on numerous permeability tests performed by our firm on glacial till in King County and Snohomish County, we estimate the native glacial till would have a permeability coefficient of 1 X 10� cm/sec or less, when properly moisture conditioned and compacted. Our construction quality assurance criteria used at other landfill sites has used values as low as 34 % fines for 1 X 10a cm/sec permeability. However, based on the variabfe soils used for cover at this site, we would estimate average permeabilities would be somewhat higher. M.�' T. `. Respectfully submitted, . ' DR • .,�,�' o wA k�s.� RZA AGRA, Inc. '���`� �a '�'ar'r o� .i- z C� James S. Dransfield P . � � � � o� .p�, x��s� .� 4r � afsTE4ti �w ssI�NAL E�G1 �� AGRA Earth & Environmental Group EXPIRES 12 / 19 / FIORILLO NORTHWEST:: INC. July ?_1, 1992 Mr. Tom Kress Plan Review Supervisor City of Renton 200 Mill Avenue South Renton, Washington 98057 Regarding: Dear Tom: / ATTACHMENT 5 Permits f_or Closure of Mount Olivet Land Reclamation Plan Review #9279 - Grading and #9279 - Building As discussed in our meeting of August 3, 1992 the requirement, Item Number 43, requires installation of the vehicular access roads to detention vaults and control structures. Due to the design for closure of the landfill and economic feasibility of providing the access, Fiorillo NorthWest Inc. (FNW) would like to request that the City cf Renton waiva the requirement to provide vehicular� access roads to the detention vaults and control structures. FNW will maintain the system per the terms and conditions of the Post Closure requirements of King County Department of Public Health during post c:losure of the landfill. All maintenance required during closure will be maintained per City of Renton guidelines. Thanking you in advance for your cooperation in this matter, I remain; S v �_�� hn W. McKenna, Jr. ice President JWM:jl immediate attention and � 131 SOUTHWEST 156th, SEATTLE, WASHINGTON 98166 •(206) 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 i '� a — ATTACHMENT 6 FIORILLO NORTHWEST e � INC. July 31, 1992 Ms. Jennifer Toth-Henning City Planner City of Renton P.O. Box 626 Renton, Washington 98057 Re��rding: Niount OliveL Land Reclamation - Mitigation of Construction Impacts Dear Jennifer: As agreed in our Declaratian of Non-Signi�icance (M�:tigated), for the Mount Olivet Land Reclamation Closure/Post Closur.e, Fiorillo NorthWesz Inc. (FNW), in order to mitigate construction traffic impacts in the area, agree to limit the hours of hauling and fill delivery to between 8:30 a.m. to 3:30 p.m., Monday through Friday. Hours of on-site fill operations shall be limited to 7:00 a.m, to 10:00 p.m., Monday through Saturday (per Court Order No. 87-2- 03724-0 (July..24, 1987) in ordE� to diminish construction impa�:ts o:-� the adjacenc residential community. If you have any questions or concerns, please feel free to contact me at any time at 241-2600. Thanking you in advance, I remain; Si�' cerel , � ���G� , � �ohn W. McKenna, Jr. ;Vice President ;IWM : j 1 131 SOUTHWEST 156th, SEATTLE, WASHINGTON 98166 •(206) 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 ' WOR� ORDER NO. ECF NO. aREEN NO. �� • � • � ,,��� . � , Y - � � . .-' ' ' • , � DATE , � ,' ` � `' � _ � i `. APPLICANT• /'j � Z��-� , ����.- /.''�_ �. %�-� < < : ,�����_� . � � JOB ADDRESS • " � �: � ._ � S ���;�� � � � ` - NATURE OF WORK : �'-' =' C� TO: Comments Due I I FZRE PREVENTION BUREAU I I WATER SYSTEMS I I �ER SYSTEMS ���� STORM DRAIN SYSTEMS I I PROPERTY MANAGEMENT � � TRANSPORTATION DIVISION Comments Due ( � BUILDING CODE REVIEW ( � ENERGY CODE ( I STRUCTURAL � � PLANNING DIVISION � � MECHANICAL � ( OTHERS REVIEWING DEPARTMENT/DIVISZON �� � "1 ��U�� � � � APPROVED � � APPROVED WITH CONDITIONS � (. S� E � TT�G F-f E� COM M�►�-'fi S �� T c� � NOT APPROVED S- ro- �� , �L , � IrEA-5 c Y�� TU P..til i4�i'� iZ��7 - l-� r.1�(.7 PQ.t �.LTS us � T H Ya�� ��Xr su�,��-rT�c� . TE �" �Z-�Z Signature of Director or Authorized Representative #4:pinrev CDVb1d022(9/10/91) � �-- � �-� GRADING LICENSE W.O. NO. 87355 GREEN NO. 9279G Udlity & Storm Drainage Review #2 August 10, 1992 1.0 WATFR: 1.1 Show the temporary 2" irrigation service line and meter location on the Landscape and Irrigation Plans. 1.2 Relocate the backflow prevention device outside of the public right-of-way on private property. 1.3 The City Udlity Systems Division has determined that irrigation of the buffer azea between the wall and Blaine Avenue NE will not trigger the Water Special Utility Connection Charges adopted by City Ordinance No. 4321 but that irrigat�on of onsite landscapirig dces trigger the fee. As currently designed, the project is subject to Water SUCC fees, payable at the time of Construction Permit issuance. 2.0 SEWER: 2.1 A sewer plan for the connection of the private landfill leachate system to the City's municipal sanitary sewer system must be incorporated into the iinal project plans for closure of the landfill and submitted for approval. The sewer plan should be prepared in accordance with City drafdng standards. 2.2 Connection of the leachate system to the City's sewer system must include an appropriate metering device, installed in a private vault or manhole on private property but accessable to City meter readers. Provide details showing the meter installation on the sewer plan. 2.3 Contact the Renton Utility Division regazding offsite sewer improvements constructed in NE 3rd Street during a previous phase of this project. An agreement must be reached regarding transfer of ownership of the sewer improvements and any other remaining issues prior to issuance of a Construction Permit allowing connection of the project leachate system to the City sewer system. 2.4 Connection of the leachate discharge line to the City sewer system causes this project to be subject to Sewer Special Utility Connection Charges adopted by City Ordinance No. 4321 unless a written release of these fees is obtained from the Renton Utilities Division. Fees are payable at the time of Construction Permit issuance. 3.0 �.TORM DRAINAGE: 3.1 Site characteristics used to estimate developed condition stormwater runoff into the detention vault have been equated to that of a golf course or cemetary with good grass cover over 75 4b or more of the area and underlying soils somewhere between SCS Hydrologic Group C and D. An SCS Curve Number of 88 was selected for this soil type and land use. Native soils to be used as capping material have been identified as Alderwood Series which SCS classifies as Hydrologic Group C soil (moderately high runoff potendal) in their natural undisturbed state. The SCS Soil Survey for King County identifies a permeability ranging between 2.0 and 6.3 inches/hour (30 min/inch) for naturally occurring Alderwood soils. However, moisture conditioning and compaction of the material to achieve a 2 foot thick soil cap with a permeability factor of 1x10� cm/sec (42,300 min/inch) as indicated by your soils engineer would certainly result in a layer of impervious material with a high runoff potential that is characteristic of Group D soils. Table 3.5.2B of the KCSWDM identifies an SCS Curve Number of 90 to be used for estimating site runoff with Group D soils. Revise developed condition hydrograph calculations to incorporate the higher CN value. 3.2 Drainage Report calculations submitted for the revised detention vault indicate that stormwater within the vault will rise to almost 1.5 feet above the top of the adjacent 30 foot high retaining wall during the 100 year, 24 hour storm event. Emergency overflow facilities are located approximately 2.5 feet above the top of the wall. If backwater conditions are analyzed, flows approaching the vault would overflow drainage ditches and divert around the vault prior to the maximum design depth in the vault being reacheti. This could result in damage to the adjacent retaining wall or leachate pre-treatment facilities. Lower the proposed vault such that the design water surface elevation in the emergency overflow weir is below the top of the adjacent wall. 3.3 The design and placement of the concrete detention vault at the top of an existing 30 foot high retaining wall should be reviewed and approved by the professional engineer that designed the retaining wall. Submit evidence that this review and approval has taken place. 3.4 Structural details of the detention vault as designed by a professional engineer must be incorporated into the final storm drainage plans. 3.5 Proposed onsite grass lined drainage swales have slopes that vary from 5 to almost 14 percent. Section 4.3.7 of the KCSWDM requires all vegitation lined channels to have bottom slopes of 5 percent or less and a maximum velocity at design flow of 5 fps. Provide an approved form of soil stabilization to prevent erosion at curved portions of swales and swales with slopes greater than 5 percent. 3.6 Section 4-10-18 of the Renton Municipal Code requires slopes in excess of 25 feet high to incorporate terrace drains for prevention of slope erosion. Terrace drains must be at least 8 feet wide, located at maximum 25 foot elevation intervals and sloped at 10% toward the face of the slope. Swales or ditches within the terrace must have longitudinal slopes less than 2% and a design capacity for the 25 year, 24 hour storm event. The Code further specifies that a single run of swale or ditch shall not collect runoff from a tributary area exceeding 13,500 sf of the azea of the face of slope without dischazging into a downdrain. Downdrains must terminate in a catch basin or other approved receiver to prevent scouring at the outfall. The current design does not incorporate terrace drains or downdrains as required by the Grading Ordinance. Provide justification for non-compliance with the Grading Ordinance such as evidence indicating that terrace drains should not be _. __._ _.. constructed for thistype of pmject or that the requirement is in conflict with State or County landfill regulations. 3.7 Permanent drainage facilities are proposed that discharge stormwater onto adjacent private property. Obtain a drainage easement or written agreement from the property owner allowing this release of concentrated drainage. 3.8 To construct the perimeter drainage swale along the southerly project boundary as shown on the plans, it will be necessary to construct slopes staeper than the maximum 2.5:1 or excavate within the Mt. Olivet Cemetary and possibly disturb or remove existing trees designated to be preserved. Redesign grading such that excavation for drainage swales dces not extend beyond the project boundary. 3.9 Haul roads, scales, entry buildings and drainage improvements have been constructed throughout this project on adjacent private property. Project closure plans should show any work required to restore these properties to their original condition. 3.10 The fence surrounding the proposed detention vault must be at least 6 feet high. 4.0 GENERAL: 4.1 The Applicant must post a revolving cash bond in the amount of $10,000 which the City shall use to correct any dust or noise problems brought to its attention --- -- by neighboring property owners (see ERC condidon #14 and Hearing Examiner condition #12). 4.2 The Applicant must furnish a letter of credit or other security device approved by the City Attorney in the amount of $5,000 to cover the cost of street cleaning along haul routes. This security device must be provided to the City prior to issuance of a Fill and Grade License (see ERC condition �15). 4.3 The Applicant shall, in order to repair wear or damage to roads which can be attributable to the project, provide the City with a refundable cash deposit or the City Attorney with a letter of credit or similar guarantee in the amount of $3,000 for repair or patching of damaged roads. This security must be submitted prior to issuance of a Fill and Grade �License (see ERC condition #16). END �;i�: rn,�a � - - -- - - _ __ __._._ ._ _ __._. .._ __.. _... __ _ _ . _ _ __. _ _ _ _ _ _ _ �. _ __ _ � ac ��- _ --- _ ___s � � �� � _ __ _ _ __ _ _ __ ___ _ _ _ ____ - -__ _�� � _� G� _ �� �__� � _ _�.��. _ _. __1�_ _�� _ ��_�� ���� �_� __-----___ _ _ „__ _ __ _ ___ __ ____---______ _ ____ _. _ _ _ -- - -- _ _ __ ---- . __. �-_ __ __ �.c. o_� -�� __��..r� _ (�-��. .� ���:�,,—,�-�� _ __ __ _ _ _ _____ _ _ _ __ _ _ _ _ __ ___ _ _ __ _ _____� _ _ __ _ _ _ _ _ _ _ - � _ cc�1 DF ��� __� __ �1.��TCc��I � _. ______--- __ � -1%�-� -�-�- (�1��.�_� sT�u�c. , L.�.-tT-�z ��u-t _ _—._._____.. a..l u� ���(- �.,� l�.¢r �-o��.z.� o �� ___ -- ,��� � �- _� vc� �--�� �i.l.� 1 �.1�� -rt� ��� i.�. � m _ _ .. _ _ _ _ - �� � � C��.—r�� c� � _ _ _ .. �� �.�—. _ _ PUBLIC WORKS DEPARTMENT BUILDING DIV.ISION CITY OF RENTON, WASHINGTON Owner Address INSPECTIONS APPLICATION ONLY - UNTIL VALIDATED �� . i� -��;�r�� CONSTRUCTION PERMIT (Public Right-of-Way) � .,�. ���r� Date 2ssued • ation Date PERMIT � ��' NUMBER f - ���� �` : , Location of Work � ■ � fT� �' !� • r,. � �'�.! .�... -�Ci�" .dkr-- ::�� E-!� .�-� . . � FEES Side Sewer Storm Sewer Right-of-Way Construction �""'��RGr"�' Sp. Utility Conn. Fee - Water Water Latecomer Fees Water Insp./Approval Fees Sp. Utility Conn. Fees - Sewer. Sewer Latecomer Fees Sewer Insp./Approval Fees %����, if. Inspection Fees Special Deposit - CASH BOND TOTAI, FEE �'jl�✓Zf(�-` Description of Work ,r` • / and Number of Feet �i��iC�.�� //�'t�'�� � �.� � �'r-?�/:'.����,--�.�'�'i../EJ'�.� /��/,c'!� �// r r� — s Contractor � ! Address �� Business l�� License /���.i� � Bond `��=� %'I.�� �''1.i'% Telephone, ���►--� _ r' . IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR INSPECTION. Call between 8 AM and 9 AM for inspection in afternoon; call before 12 Noon the day before for•inspection in morning. SPECIFY TIME FOR INSPECTION. CALL 235-2620 for street signs and lighting.. l �. � APP�ICANT ,,� :,,p`��' 4-.�-c-d.� ��' � ��---^•"'. . �; . , . PUBLIC WORKS DIRECTOR _ � '• •�-'---^ ";� ,•� ; ;, f c` -.•.� CALL BEFORE YOU D I G gy . �'%� � � �' • , '``�-.I -��'� t; � �.r's i'/ i . r .�,�'� .•'/., .!4-✓ 48-HOUR LOCATORS . , f 1-800-424-5555 � � �i :. �-�` �,� � �. _ ��. Earl Clymer, Mayor April 13, 1990 John McKenna Fiorillo Northwest, Inc. 131 SW 156th Seattle, WA 98166-0826 CITY OF RENTON Public Works Department Lynn Guttmann, Director SUBJECT: FWAL ACCEPTANCE OF SAMTARY SEWER MAIN INSTALLATION ON NE 3xD STxEET (5-496) The City of Renton requires the following items be completed prior to final acceptance by the Public Works Wastewater Utility Division: 1) 2) �� MH #3 manhole cover is warped and shall be replaced. Broken curb west of the NE 3rd Street and Bronson Road Intersection shall be replaced. As built drawings shall be prepared and approved by City Staff. 4) Cost data inventory sheet for sewer facilities to be turned over to the City shall be prepared and shall reflect the approved as built lengths and quantities (blank form attached). 5) Bill of Sale for new City sewer facilities shall be prepared, executed, and ready for recording (blank form attached). 6) A maintenance bond in the amount of 10% of cost data sheet total cost shall be provided for a one year time period. 7) Payment in the amount of $16,775.00 to cover the overlay requirement of the sewer main installation including paving and final adjustment of manholes, valve covers and monuments within the reach of your improvements. Upon satisfactory comple[ion of the above mentioned items approval for the installation will be granted. Please be aware, however, that this will not constitute approval for connection. If you have any questions, please contact me at 277-6212. _. Very truly yours; �:^ _ ,--- _, � a d �. ,Ehrisiensen Utility Engineering Attachmenta d/NE3rd/DMC/bh 7 � %L F =: f �r 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 �,"`;� � � Earl Clymer, Mayor September 13, 1990 DiOrio Construction Co., Inc. P.O. Box 649 Maple Valley WA 98038 CITY OF RENTON Department of Planning/Building/Public Works Lynn Guttmann, Administrator Subject: Release of Bond �/400HM3321 Location of Work: N.E. 3RD STREET IlVIPROVEMENTS Gentlemen: This letter is to give notice to the surety, ST. PAUL FIRE AND MARINE INSURANCE COMPANY, _ the release" of'�e a ve mentioned bond in the amount of $207,207.77 for work cornplete on;Permit #7 09.' � �'� ------------- Ve�y truly ou �, 1�,�--i'�J . , , � -_� ---------- -- - . Waste Attachment bondrele/N.E.3RD ST. IMP. PL:ckd ' 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 � eond No. 400HM3321 p�t T oor�o, KNOW A�l, MCN OY TIiCSE PftESENTSt Thst pp p e on� as Surety, are held and Plrmly bound unto tt►e CI1'Y OF IiENTON, a mun�cipnl corporntion of the Stnte or wo�hlnqtQn in thC pencl Sum of Two Hundred Seven Thousand Two Hundred Seven and 77/LOb lawful monoy o� the United StotCs oP /lmcrlcn� Por thC�poymcnt oP whlch, wlll pnd tt'uly to be made� xe Pirmly b�ind ourse].ves� cnd each of our heirs� executors, adminlstrntors, end as9lgns� Jointly ond sevcrnl2y by thesc presents. - Diorio Construction Co., Inc. of Maple Valley, Washington pg principol� end St. Paul Fire and Marine Insurance Co. a weshington cor or ti ' Sealed wlth our soa�s cnd dated thls September 13, 1989 YHE CONOXYIO�I OF 'fliC F011ECOIFIC OD�XGATION IS SUCH, thot, Y(1iGRE11S, the obove nomed PrSncipal Itos app]iod �or o �ermtt, pussuant to the provisSons oC Ordlnnnce No. 3204, to do certoin work on a Ctty oP Renton rondway, sEreet� elley, avonue� ar othor publtc pince� during a perlod e�dl.ng Sept. 13. 1990 NOW TNEliEfORE, SP the above nomed Princ�pal shel� lndemni�y and savc hormles� the City of Renton, from all claims, ections or damoqes oP evcry klnd ond descri�tlo� wh,tcl� moy accrue na a resu�t of openlnq and/or v+ocking upon eny roQdway� street� olley� avenue, or other public plaee, by him or those in his emp�oy, in i,nstailing or mnklnq connections wlth ony public ar private sewer or w�ter system, or ony other purpose or ob�ect whotever, ond thnt he will renluce ond rr.store s�ch roodwoy, stYcot, ovrnue, olley or other publlc placo to ns qood a stote or condition as ot thc time of the commencement o� said woxic, ond mQintaln tl�e 9Gme !n floed order to the decided sntisfact�ot+ of tho City ot' t�enton Enqinoec, nnd that he will comply with a,�l tho provisions ot his or thair �ronchiso or permit, and el� resolutions or inctrument9 ra.lstinp �horeto, then thls obliqotlon Eo ba void; otherwiso to remain i� full �orce and effsct. , ?he liability under th1.s bond is fbr a period of ano yenr �rom Sept. 13, 1989 to Sept. 13, 1990 nnd moy be extended by �he surety issuinq e Contlnuat�on Certiflcate. Diorio Construction Co., Inc. B Y� /F� � � i � � St. P 1 Fire and Marine Insurance Company i, Dy ../--c=� .�7- �: /%%l•�=i-.� Cindy� . Villasista, Attorney—In—Fact IJ.03 A/23/07 ^ V PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTON APPLICATION ONLY - UNTIL VALIDATED Owner Address PNUMBER %�/3 G'�!' Location of Work � � �� ���� � �o� .�� ���F INSPECTIONS Description of Work and Number of Feet �v� �� �— Contractor � / Address FEES Side Sewer Storm Sewer • Right-of-Way Construction Sp. Utility Conn. Fee - Water Water Latecomer Fees Water Insp./Approval Fees Sp. Utility Conn. Fees - Sewer Sewer Latecomer Fees Sewer Insp./Approval Fees Inspection Fees Special Deposit - CASH BOND TOTAL FEE ��� �♦ .. � i S I� /� Business �� License • � Bond T c IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WITHIN THE RZGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR, LOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR INSPECTION. Call between 8 AM and 9 AM for inspection in afternoon; call before 12 Noon the day before for inspection in morning. SPECIFY TIME FOR INSPECTION. C.�.L 235-2620 for street signs and liqhting. CONSTRUCTION PERMIT (Public Right-of-Way) Da ation Date APPI,ICANT PUBLIC WOR CALL BEFORE YO 48-HOUR LOCATO 1-800-424-5555 � a m cy �- � Earl Clymer, Mayor March 7, 1991 CITY OF RENTON Planning/Building/Public Works Department Lynn Guttman, Administrator Mr. John W. McKenna, Jr. CERTIFIED MAIL: P 174 966 447 General Manager Fiorilla Northwest, Inc., 131 SW 156th Street - P. O. Box 66826 Seattle, WA 98166 SUBJECT: LATECOMER REQUEST; NE 3RD STREET SANITAR.Y SEWER EXTENSION (5-496) Dear Mr. McKenna: We refer you to our July 26, 1990 and December 4, 1990 letters, copies attached. In response to these letters, your engineer Andy Rykels of Rykels Engineering Group, asked to meet with City staff to discuss certain submittals required for developer requested latecomer agreements per City Code Section 9.5.2, Ordinance No. 4189. Dave Christensen of the Wastewater Section, and I met with Andy Rykels on December 14, 1990 and went over the specific submittals we need in order to process your latecomer request. They are as follows: Map showing distinct properties that will benefit from the sewer; I) Lega! descriptions of the applicant's property and the benefitted properties; and 2) A proposal on how the pro rata share oj the main wil! be distributed among the benefitting properties. 3) We also discussed the criteria used for determining "benefit". Simply stated, in order to determine which properties would benefit from the NE 3rd Street sewer line you installed, the properties must front the line, not already be served and benefit by gravity. Mr. Rykels stated at the meeting that he would provide 1he above referenced submittals in a timely manner. It has been almost 90 days and we have not heard from your engineer. If we do not hear from you or your engineer, within thirty (30) days or by April 15, 1991, the Department of Public Works will recommend to Council, that your NE 3rd Street Sanitary Sewer Extension Latecomer request be placed on file and that no further action will be taken by the City. Very truly yours, C�c.�C.� ti,�..c-- �l C . �.� �.�— Arlene M. Haight /� Property Management �. � 91- 203:AMH:pe CC: David M. Chriatensen Andy Rykels 200 Mill Avenue South - Renton, Washington 98055 �% �= � Earl Clymer, Mayor December 4, 1990 Mr. John W. McKenna, Jr. General Manager Fiorilla Northwest, Inc. 131 SW 156th Street - P.O.Box 66826 Seattle, WA 98166 CITY OF RENTON Department of Planning/Building/Public Works Lynn Guttmann, Administrator SUB.IECT: LATECOMER REQUEST; NE 3RD STREET SANITARY SEWER EXTENSION (S-49C)� Dear Mr. McKenna: We refer you to our July 26, 1990 letter, copy attached. As of this date, we have not received a response from you with regard to the additional information required in order to consider your latecomer agreement request. Per City Code Section 9.5.2, Ordinance No. 4189, the following three items are required of the developer, prior to processing a latecomer agreement: I) 2) 3) Map showing distinct properties that will benefit from the sewer; Legal descriptions of the applicant's property and the benefitted properties; and A proposa! on how the pro rata share of the main will be distributed among the benefitting properties. If we do not hear from you within thirty (30) days or by January 15, 1991, the Department of Public Works will recommend to Council, that your NE 3rd Street Sanitary Sewer Extension Latecomer request be placed on file and that no further action will be taken by the City. Very truly yours, �t � Arlene M. Haight Property Managemen 90-443:AMH:pa Attachment 200 Mill Avenue South - Renton, Washington 98055 ` , .. , " k �r�, ..LL � �. Earl Ctymer, Mayor July 26, 1990 Mr. John W. McKenna, Jr. General Manager Fiorilla Northwest, Inc. 131 S.W. 156th Street P. O. Box 66826 Seattle, WA 98166 _ CITY OF RENTON Public Works Department Lynn Guttmann, Director SUBJECT: Latecomer Reques� N.E. 3rd Street Sanitary Sewer Extension (S-496) Dear Mr. McKenna: We are in receipt of both of your 10/22/89 and S/1/90 latecomer letters of request for reimbursement towards the 8" sanitary sewer main you installed in N.E. 3rd Street from Mt. Olivet to I-405, together with your map and the itemized cost data for the project. Your submittal was forwarded to the Waste Water Utility Section for their review. Their findings are as follows: The map provided is a copy oJ our sewer schematic which we know is outdated and does not show clear property boundaries. On this map, they show Group Health, the Mt. Olivet Reservoir, the plat of Monterey Terrace, and Brighlon Ridge Apartments. All o/ these properties are currently being served and will not beneJit from this sewer. Also shown is the Eradco property, which would drain to the Metro Interceptor in Maple Yalley and thus would not beneJit Jrom the Fiorillo sewer. Method oj assessment should probably be by front �oot. The boundaries should be based on the properties or portions thereoJ that front the line. The properties that would beneJit would be those which Jront the sewer and are not presently being served. The cost eligible Jor recovery would be the cost oJ the sewer divided by total Jront jootage times the jrontage oJ the benejitting properties. It is �he Waste/Water Utility's suggestion that this request be sent back to the developer so lhat his Engineer can provide us with a: 1) Map showing distinct properties that will benefit Jrom the sewer. 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 Fiorilla Northwest, Inc. Page 2. 2) Lega! descriptions oj the applicant's property and the benefitted properties, and 3) A proposal on how the pro rata share oj the main will be distributed among the benefittirrg properties. These three submittals are required for developer requested latecomer agreements per City Code Section 9.5.2, Ordinance No. 4189. (Copy attached.) Upon receipt of the additional required data, the review of your latecomer request will continue. If you have any questions with regard to this matter, please call Dave Christensen of the Waste Water Utility Section or myself at 235-2631. Very truly yours, / +'( • Arlene M. Haight Property Managei 90-188:AMH:ps CC: City Code Attachment .. c. �- � Earl Clymer, Mayor October 3, 1990 METRO � 322 W. Ewing St. �. Seattle, WA 98119 Attention: Subject: Bruce Burrow CITY OF ��i�,+, c.! ,Y-t.-(-t..� /�' , , RENTON Department of Planning/Building/Public Works Lynn Guttmann, Administrator Fiorillo Northwest - Mt. Olivet Land Reclamation Request for Revision to Metro Site Permit Application Dear Mr. Burrow: We are in receipt of your letter dated September 21, 1990, regarding the subject project. We appreciate Metro's inclusion of the City in the permit requirements. Fiorillo Northwest's request to increase daily discharge of 25,000 GPD to a maximum of 93,600 GPD until Dec. '91, and 60,480 GPD thereafter, is approved by the City of Renton . with the following conditions: I) In addition to the GPD requirement, a maximum GPM requirement be included in the permit in order to facilitate daily peak flows encountered by the City. Therefore, please include a maximum 65 GPM allowable through December 1991 and a maximum 50 GPM allowable thereafter. 2) In order to assure that peak flows are not exceeded, Fioriilo Northwest shail install a meter which is accessible to City staff at all times and shall grant the City an access easement allowing City staff to read and monitor the meter. This meter shall also be utilized for billing purposes. 3) 4) That all requ�red correspondence between the applicant and Metro be copied to the Utility Systems Division of the City of Renton Public Works Department. A side sewer shall be installed to City of Renton Standards including the review and permitting for construction. If you have any questions or require any additional information, please contact David M. Christensen at 277-6212. Very truly yours, _. ����e,�� - ' Richard J. Anderson, P.E. Utility Systems Manager DIS-OLVT/RJA:DMC:If 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2569 October 3, 1990 METRO 322 W. Ewing St. Seattle, WA 98119 Attention: Bruce Burrow CONCURRENCE DATE �� -� 90 ME� IN VDATE � ?� J ld-- �� �� -�� Subject: Fiorillo Northwest - Mt. Olivet Land Reclamation Request for Revision to Metro Site Permit Application Dear Mr. Burrow: We are in receipt of your letter dated September 21, 1990, regarding the subject project. We appreciate Metro's inclusion of the City in the permit requirements. Fiorillo Northwest's request to increase daily discharge of 25,000 GPD to a maximum of 93,600 GPD until Dec. '91, and 60,480 GPD thereafter, is approved by the City of Renton with the following conditions: 1) In addition to the GPD requirement, a maximum GPM requirement be included in the permit in order to facilitate daily peak flows encountered by the City. Therefore, please include a maximum 65 GPM allowable through December 1991 and a maximum 50 GPM allowable thereafter. 2) In order to assure that peak flows are not exceeded, Fiorillo Northwest shall install a meter which is accessible to City staff at all times and shall grant the City an access easement allowing City staff to read and monitor the meter. This meter shall also be utilized for billing purposes. 3) That all required correspondence between the applicant and Metro be copied to the Utility Systems Division of the City of Renton Public Works Department. 4) A side sewer shall be installed to City of Renton Standards including the review and permitting for construction. If you have any questions or require any additional information, please contact David M. Christensen at 277-6212. Very truly yours, Richard J. Anderson, P.E. Utility Systems Manager DIS-OLVT/RJA:DMC:If �� i1ETR0 � Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104-1598 ��'v�F�'y'e..',� G//�7 /f � P�.i�" r{' Q� y;� ,�� ,..� �L � . J Y � 7":i i � e:� � � "� � . ���'� �� ��i�a a �:��,� September 21, 1990 Ms. Lynn Guttman Public Works Director City of Renton 200 Mill Avenue South Renton, Washington 98055 ��.'��anj���`��''����l� Y1.�'-''�'�' �'!'� j`:: ��, �.,=� jK '� :;,_ �,� . IN�°.�" ����{�� ����� ';r''� ' �� ,: ;4 �; � �;ij �.,���j:'i � k �� � �:- `;' �:i: ��� ;-, �:= �' i:,„,_ �� � �' �`F Rti=< � �i��J ;-�c;:� ��.��; , L' .a�il.,c �i i� �Ei,.`�..t. Revision to Fiorillo Northwest - Mt. Olivet Land Reclamation Site Permit Apblication Dear Ms. Guttmann: We have received the enclosed letter from Fiorillo Northwest regarding their permit application for the Mt. Olivet Land Reclamation Site. They requested to change the quantity of discharge indicated in draft Waste Discharge Permit No. 7600. I see no problem with their request and will change the discharge volumes in draft permit No. 7600 provided there are no objections. No other changes to the permit are planned. Fiorillo Northwest originally requested the permit authorize a daily maximum discharge of 25,000 gallons per day (gpd). Recently, they determined this amount did not accommodate variations in the short-term and long-term flows from the site. Accordingly, they requested the maximum daily discharge volume be increased to 93,600 gpd through December, 1991, and 60,480 gpd thereafter (see enclosure). The increased volume is intended to cover an uncommon event; i.e., a 25-year, 24-hour storm. New public notice is required for this change. Public notice will be published in area newspapers and allow the public 30 days to comment on this revision. If you have any comments regarding this change, please contact me within fourteen (14) days of the above date. If no other significant changes are necessary, a signed permit incorporating the volume change will be issued thirty (30) days following the final date of public notice publication. m Lynn Guttman September 21, 1990 Page two You can contact me at 684-2329. Thank you for your cooperation. Sincerely, ���t,rE�.� �-Gvv �tT-' Bruce R. Burrow Industrial Waste Investigator Comprehensive Planning Division BRB:mwr c: Doug Hilderbrand, Metro BRB05/LFIOPAC3 � . � � ... . .._, � _ . _ ....... __.. - --- - Hard��y ��Wson Assoc�ates S��ptember 11, 1990 t9813,00 t .09 Mr. Bruce R. Durrow Industrial Waste It7vestigator Comprehensive Planning Division METRO 322 West Ewing Seattle, «'ashington 98! I9 De�r Mr. Burrow; Draft of Permit ho. 7600 for Fiorilio Northwest, 1n¢. hit. 011vet Land Reclasnation �� 1 RFCEIVED ���.., .., . �: „ � �n�.qST� SEP 1 4 �5�� ��TRO An alteration in the quantity of leachate perm;tted for discharge is requested, in order to ac�ommodate variations ic1 projected short-term and long-term flows from the Mt. Olivet lanQ reclnmation sit�. The basis for the following flow estimates have been presented in the attached Appendix A. Although average leacfiate fiows, both durins the remaining period of iandCilling and after ctosure, are expected to be low (< 5 gpm), storm flows result�ng from the design 25-year, 24- hour storm ha��e been projected to range from 40 to 65 gpm until ctosure, and appreximately 40 gpm after closure. Based on the projected storm flows, ic is requested that the allowabte teachate discharge be in�relsed to 65 gpm (122,400 gpd) through December, 1991, and 42 gpm (60,480 gpd) thCreafter. We understand cl�at a revision to the draft permit will necessitate an.additionat 14-day review and comment period in order to provide an opportunity for the City of Renton and the Department of Ecotogy to evaluate this request. if you have any questions or comments, please ca11 me :►c 241-2600 gn9�nppring �nc EnvircnmQ�la� Serr�cas +3Z5 Fcwth Av�n�p Su�ta �BLG. Soe;tit W� 9d�0� 7�6•622-05+2 T812copy 2��E�292-do�9 A 5�,.��LF,�n � jllwJ�nt.��,�•�wr. • nff�.^. h'an��.+•�rk �. � i 4, Summary of projected leachate flow estimntes: Landtilling Arerage � Peak perlod daily (gpm) d:�ily (gpm) � Phase 5 I 35 Phase 6 2 64 Post Ciosure 1.3 42 R�CElV�D �p��� �^�r.:�.'�_ �!�IASTE s E P � 4 �sso ARETRO �oeia,00i.00�.�� . .�,�.��t,.� ii, o0 � RECEIVED �^,,.. ...Tr�:+• i 1�IAS I E SEP 1 4 199p �h�?:� �. n . �. Total active acres: 1.6 Tota1 closed acres: 4.9 E�timated average daify l,e.achate flow: 1.6(43,560)(4. f 06)(7.48)(0.32) + 4.9(43,560)(Q�I Q�)(7.48)(0.10) {12) (12) � 2,884 Spd (2 8pm) f•. • Estimated average daily leachate flow: -- 6.5(43�560}(q,146}(7.48)(0.J0) = 1,87� gpd (13 gpm) (12) 3. Est�mated peak storm ftows: 25-year, 24-hour storm precipitation� 3.4 inches Tocal acreage at closure: 6.S acres Phase S .acreage: 0.25 aCres Phase 6 aCreage: 1.60 acres Efficiency of 2-foot onsite soil cover on Phase 1 through 4: 90 pzrcent ��g�S j�andfilling 0.25(43,�60)(�4x7.48)(0.32) t 4.65(43�560)(�.4)(7.48)(0.10) i12) �12) = 50,313 gpd (3S gpm) P ase��,�n�1, filling 1.6(d3,560)(� 4}(�.48)(0.32) t 4.9(43,560)(� 4x7.48)(O.IOj (�2) (12) . = 92,503 gpd (64 gpm) Poscctosure 6.5(43,560)(�.4)(7.48)(O.tO) • 60,007 gpd (42 gpm) (�2) 19R19,001.09\arp.• B.pecmbsr I1, 1�90 Z n�ErRo REC;EIVED ��,,,, ...-.,.., � � �n�ASTE S E P 1 4 1990 : � � � A�ETRO ' . APPENDiX A AYF.R,4G�� ANU hiAXlAtUht DAILY 1VA5TEWATER �'LO�V RAT�S � 1. Estimated infiitration coefficient for active areas: Period of anatysis: . May ! 2 to December 19, 1989 RainFatl during period of analysis: l8.01 in�hes Surtace area of leaghate ponds: ! 1;07� feet Sart'ace �rea of lined fill: 83,519 feet Auring period of analysis: Volume of leachate pum.ped from leachate ponds: 427,500 gallons Volum� of incident precipitation on leachate ponds: 124,860 gallons Volume of incident precipitation on tined waste fill: 941 �770 gallons Percenta$e of incident precipitation on active area which turns into leachate: 4��0 - 124.860 � 32 percenc 941,170 2. Estimated average daily Ieachate flows: Average.annual precipitatio�: 38.6 inches Total acreage at ctosure: 6.5 acres Phase S �creage; 0.25 acres Phase 6 acreage: t..6 acres EfficienCy of 2-fobt onsite soil cover on Phases 1 to 4: 90 percent Phase S tandfiltin� '1"otal active acres: 0.25 Totai ctosed acres: 4.65 Estimated avecage ,daily leachate flow: 0.25(43,560)(0 10 j(7.48)(0.32) + 4.65(43,560)(0.106)(7.48)(0.10) � (12) (12) � 1,569 gpd (1 gpm) ifla i s,00 i.00�.pp . S�pt�mb�r i l, 1900 1 �r�^ RECEfVEDSTE SEP f 4 4990 ��RO APP�NDCX A AVEi2AGE AND NIAXihiUM DA�LY WASTEWATER FLOW RATES 19A19,001.09�•pp � 9�pcsmAee 11, 19�0 - � . .._ �4.V��4+ftA•,'1 /�//�/[/�j�i � 1 i ✓C[Yr `(l PU��;� R.�j�'��f=t�.� ��P`�. �a � 'i' i �- �3 �s �i a �a��' FIORILLO NORTHWEST:� INC. September 11, 1990 Mr. Bruce R. Burrow Industrial Waste Investigator Comprehensive Planning Division METRO 322 West Ewing Seattle, Washington 98119 Dear Mr. Burrow: Draft of Permit No. 7600 for Fiorillo Northwest Inc. Mt. Olivet Land Reclamation RECEIV�D ��,�, ...��: �. � �n��,STE S E P 1 4 i990 P�ET�!� An alteration in the quantity of leachate permitted for discharge is requested, in order to accommodate variations in projected short- term and long-term flows from the Mt. Olivet Land Reclamation site. The basis for the following flow estimates have been presented in the attached Appendix A. Although average leachate flows, both during the remaining period of landfilling and after closure, are expected to be low (< 5 gpm), storm flows resulting from the design 25-year, 24-hour storm have been projected to range from 40 to 65 gpm until closure, and approximately 40 gpm after closure. Based on the projected storm flows, it is requested that the allowable leachate discharge be increased to 65 gpm (��p qpd) through December, 1991, and 42 gpm (60,480 gpd) thereafter. t3i�o �� We understand that a revision to the draft permit will necessitate an additional 14-day review and comment period in order to provide an opportunity for the City of Renton and the Department of Ecology to evaluate this request. If you.have any questions or.comments, please call me at 241-2600. Sin rely� ��r� � ` � ohn W. McKenna, Jr General Manager 131 SOUTHWEST 156th, SEATTLE, WASHINGTON 98166 •� (206) 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 �r � c� , '�i C � �:mET�o p � „ Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104-1598 o-i .~-i�'.s..+..'; %�}`��<<' 6�i3�'�;i: e���'"r�;C:�t ai�=''�:. 4iil ��7 V�i 1 i�LiY E•�.Ji�i September 21, ,1990 Ms. G tman Publ' or s Director City of Ren't�on 200 Mill Avenue South Renton, Washington 98055 Revision to Fiorillo Northwest - Mt. Olivet Land Reclamation Site Permit Application Dear Ms. Guttmann: We have received the enclosed letter from Fiorillo Northwest regarding their permit application for the Mt. Olivet Land Reclamation Site. They requested to change the quantity of discharge indicated in draft Waste Discharge Permit No. 7600. I see no problem with their request and will change the discharge volumes in draft permit No. 7600 provided there are no objections. No other changes to the permit are planned. Fiorillo Northwest originally requested the permit authorize a daily maximum discharge of 25,000 gallons per day (gpd). Recently, they determined this amount did not accommodate variations in the short-term and long-term flows from the site. Accordingly, they requested the maximum daily discharge volume be increased to 93,600 gpd through December, 1991, and 60,480 gpd thereafter (see enclosure). The increased volume is intended to cover an uncommon event; i.e., a 25-year, 24-hour storm. . New public notice is required for this change. Public notice will be published in area newspapers and allow the public 30 days to comment on this revision. If you have any comments regarding this change, please contact me within fourteen (14) days of the above date. If no other significant changes are necessary, a signed permit incorporating the volume change will be issued thirty (30) days following the final date of public notice publication. � •� Lynn Guttman , September 21, 1990 Page two You can contact me at 684-2329. Thank you for your cooperation. Sincerely, n ,� '� •,�,-�.�� u � . _ . . -<: : -- Bruce R. Burrow Industrial Waste Investigator Comprehensive Planning Division BRB:mwr c: Doug Hilderbrand, Metro BRB05/LFIOPAC3 '--� I (d�7�Z C� �L�-'� �' �,���r� �_=_ _ � ; _:�1�� � �.--- 3 ) ��� � l � � I-� _ �LC .� � �/� �/•� /r� .� � /l> �d 5l//il,'i. � .� =�1�� Lc'Gt4 ('�— �. -: ; .. .;, --. _._._.._.._..._..._..._._._.__._._.;_...._..—.._..._._.— , : , � ,. �, • , ,, , �, % . ! • __._..._._�..._.. .._.._.._..�,_.:___._ ._..._._..--.— �—. � : ,�- rf _/ M / �2 = r � -���� �r 3 _. _ - -�----- _ _ _ -- � -- ----- v 1j ; ; - �� v �. _ :_�... �.�__ _ ___.._.._.. .._._ .�._.._..._�_..� ,� .,� . , .:_. , .. .. l� ,'.-'.1.,...._.._ �J — �9 � �� Pl ► (�n(� f��7 % �-- � - ... 5��� �c:�=���-� _ ._ ._ _ _.. _ __ __ .__ _. _ __. __.._ __._. _ __ _ _ ... _ V __ _ _ .._ _. .._ _...._..__ _... _. ._. .. ---� ��. � ,� f ,� �- � , .� , ,. �,, .. \ , ,. � _. _.___..._ _..__ __._ _._. _ _ _ _ _.__. _ _..._. __.__,�_�._._._.._.._.._ _ ._,,_._. �. _.. � ��� . ; �� .,-, , , �.:�-� _; � �� .: � �._-.. � _�-_ .. ���._Z�..�=.. z. � _.._.. � .,_.... U._. __Y� $._...._..._..._.._..__ .._..._....._ r, . ���;' J n ��L�:� " i n , d � ,� n . � �, � � �� ���,�', � c�'' �,_ �� _ ��\ "I�.a�� ��_ --�_��, � { = ,��, ° ��:,���:���� -� ` -, �, . .. ___.__..._____.___________ ,_�n : _ _ _ ____ __. __________.__ _________� `_L __�a__�-��� � �_ � � �r?� i .cd�' v�7�:� -a� - �c� A1'I'LN'1'ION: ����� �d �ZG� �,+/� � �' 1�' I.� (G-�,� f ��\J Y�-LO •/ ri � LU INSPGCTOR �' , ATTA,CHL'U AItC AS-I3UIL'r PItINTS rOR PROJECT:_ ii � �� �C' C�v.�.�.e� -�`�, �.. ^ .c o�v\ PL�AS� FIELD CHECK, M�1ICE YOUR COMM�NTS UNDER �ACH U'TILITY, MAK� 4 COPIES, AND RETURN TI-ICSC SLIPS WITI-I YOUR COMMENTS TO: 1. GAIZY YOUNG (OIZIGINAI.,) 2. WATER UTILI'I��Y 3. WASTE. WAST�R UTILITY 4. STORM WATER UTILITY 5. TIZANSPORT'ATION �NSPLCTOIZ'5 COMMCNTS: WATER UTILITY: WASTE WATER UTILITY: STORM WATER UT'ILITY: !�, � q � 1,�"� '�y�> �p rt .���'� -�, �-, �C:^' � .f :y .UI��D - v � ��-I� ��° � � � � ���� - 1'IZANSPORTA'I tON: SIGNA �:� s 1���. .�. � `� ._ . ;,,. : i _.. . � �% �. ��,. �� . Earl Clymer, Mayor July 26, 1990 Mr. John W. McKenna, Jr. General Manager Fiorilla Northwest, Inc. 131 S.W. 156th Street P. O. Box 66826 Seattle, WA 98166 : CITY OF RENTON Public Works Department Lynn Guttmann, Director SUBJECT: Latecomer Reques� N.E. 3rd Street Sanitary Sewer Extension (5-496) Dear Mr. McKenna: We are in receipt of both of your 10/22/89 and S/1/90 latecomer letters of request for reimbursement towards the 8" sanitary sewer main you installed in N.E. 3rd Street from Mt. Olivet to I-405, together with your map and the itemized cost data for the project. Your submittal was forwarded to the Waste Water Utility Section for their review. Their findings are as follows: The map provided is a copy oj our sewer schematic which we know is outdated and does not show clear property boundaries. On this map, they show Group Health, the Mt. Olivet Reservoir, the plat of Monterey Terrace, and Brighton Ridge Apartments. All oj these properties are currently being served and will not benefit Jrom this sewer. Also shown is the Eradco property, which would drain to the Metro Interceptor in Maple Valley and thus would not benejit from the Fiorillo sewer. Method of assessment should probably be by front Joot. The boundaries should be based on the properties or portions thereoj that jront the line. The properties that would beneJit would be those which jront the sewer and are not presently being served. The cost eligible jor recovery would be the cost oj the sewer divided by total front Jootage times the Jrontage oj the benejitting properties. It is the Waste/Water Utility's suggestion that this request be sent back to the developer so that his Engineer can provide us with a: 1) Map showing distinct properties that will beneJit Jrom the sewer, 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 Fiorilla Northwest, Inc. Page 2. 2) Legal descriptions oJ the applicanPs property and the beneJitted properties, and 3) A proposal on how the pro rata share of the main will be distributed among the benefitting properties. These three submittals are required for developer requested latecomer agreements per City Code Section 9.5.2, Ordinance No. 4189. (Copy attached.) Upon receipt of the additional required data, the review of your latecomer request will continue. If you have any questions with regard to this matter, please call Dave Christensen of the Waste Water Utility Section or myself at 235-2631. Very truly yours, �j� / . `� � / `� • _-�-�-- - Arlene M. Haight Property Managei 90-188:AMH:pe CC: City Code Attachment � CITY OF RENTON MEMORANDUM DATE: June 7, 1990 TO: Dave Tibbot, Customer Services Manager FROM: Mike Benoit, Wastewater Utility dv1Q SUBJECT: LATECOMER REQUEST N.E. 3rd St. Sanitary Sewer Extension (S-496) Petitioner: John W. McKenna, Jr./Fiorillo Northwest, Inc. The Wastewater Utility does not have, at this time, the resources to do as detailed a review of the above-mentioned Latecomer's Request as would be required to respond to your memo of May 14 based on the information nrovided. May I again refer you to Section 9-5-2 of the City Code which states "Any application for a Latecomer's Agreement shall contain the following injormation: A) Legal description of the applicant's property. B) Legal description oj the benefitted properties. C) Vicinity maps of applicanYs property, benefitting properties, and the location of the im provements. D) Estimated cost data and inventory jor the improvements. E) Proposed pro rata share oj the cost oj the improvements to be borne by the benefitting properties, and a proposed method oj assessment oj that pro rata share to the individual benejitting properties." The map provided is a copy of our sewer schematic which we know is outdated and does not show clear property boundaries. On this map, they show Group Health, the Mt. Olivet Reservoir, the plat of Monterey Terrace, and Brighton Ridge Apartments. All of these properties are currently being served and will not benefit from this sewer. Also shown is the Eradco property, which would drain to the Metro Interceptor in Maple Valley and thus would not benefit from the Fiorillo sewer. For an overview of this projec� 1) Method of assessment should probably be by front foot. 2) The boundaries should be based on the properties or portions thereof that front the line. � Dave Tibbot June 7, 1990 Page Two 3) . The properties that would benefit would be those which front the sewer and are not presently being served. 4) The cost eligible for recovery would be the cost of the sewer divided by total front footage times the frontage of the benefitting properties. It is my suggestion that this request be sent back to the developer so that his Engineer can provide us with a map showing i in properties that will benefit from the sewer, legal descriptions of the applicant's property and the benefitted properties, and a proposal on how the pro rata share of the main will be distributed among the benefitting properties. FIORILLO/MAB:If / � /� - _. . - - _. _ ".._ - 1 � - �.,- �-..._ •�.:.::.:�Y. ��,.. _,. _�- -.=..-v��� _� - _...,_---� - ---�.- ,. _ � ., ' '_,- --- � �..:_�.� `� . - -. . . T-• 5 . . �:- � .,� _ t.'- � +-:_.__ �,c.,���_�—.�.-::_ ; -' . : � ��\ ��' ;`� r� . . .- _.. -' . .-. . - . . ... . � . ".� cd.^--'Cs�-� —� gy�'c:-f1+�.h.; _.. ' . . . . . . . � ; F �v� f ~� .� � .:._.-n,����,.-- ��� . I: ... � _ .,`-�-� � nNr.=,-=�•r :�.��.� �.�- _, _. ^ N ' O1 MAY '' �._-a��.-�r.i� �, ;� �m � «�-. - - _� ' o �so� �:. v.• _ ;; .._ � ,�.. -' .'. ��_- _- � . _ _ _ .. ._.. _.. . . . _.. . ._ __ . . _... . - - - - -. ._... w P Z . � � � ? Ms. Arlene Haight ? = Property Management Specialist � r�M3 '�" � J � � W W 3 � �, . � � o � z ,� O xO O O - City of Renton 200 Mill Avenue South - • Renton, Washington 98055 � _'. .. :, t:.`_`; �` :::� : �: �- �� �;:��'� � ::�' : : �:;=.``'.'>�:::''='::�;; : :''`.'` i���n�������ni�����,�,��Fi�ii� f 'r�: .:.:.-:: " �:. : >��. . COST DATA NORTHEAST THIRD STREET SANITARY SEWER EXTENSION FROM MOUNT OLIVET WAY TO I-405 RENTON, WASHINGTON Tkie following costs are related to the 8" main line sanitary sewer extension of 1,537', including eight (8) manholes: Base Contract ........................................ .$ 97,552.00 1. Add manhole at 4+ 27 per City of Renton.....Add:..$ 1,800.00 2. Add epoxy grout for ear.h manhole at $500.00 each. ..........................Add..$ 3,750.00 3. Up charge for working hours • per City of Renton ...........................Add..$ 10,000.00 4. Add two (2) coats of "Koppers Bitumastic 300-M" to the interiors of all manholes ..............................Add..$ 3,600.00 5. Add pressure testing at 150 p.s.i............Add..$ 3,000.00 G. Remove trench spoils and dispose, add r,rushed rock for backfill in trench at $14.25 per ton x 4,000 tons ...............Add..$ 57,000.00 7. OveLlay half of street with asphalt, tack coat, and restripe and replace buttons, complete with traffic control at $54.00/ton x approximately 200 tons.......Add..$ 10,800.00 8. T.V. Inspection, if required of new sewer on1y ............................Add..$ 1,915.00 9. Washington State Sales Tax ...................Add..$ 15,342.77 10. Bond .........................................Add..$ 2,448.00 TOTAL CONTRACT SUM ...........................$207,207.77 Owner to be charged or credited based on actual tonnage amounts. Unit Costs 1. Prov ide , p lace and compar.t se lect backf i 11 mater_ ia 1, if required, at $12.75 per cubic yard. 2. Provide and install additional �manYioles nbt in the street or right of way at a cost of $1,800.00 each. 3. Provide and install additional 8" sewer line, not in street or right-of-way, at a cost of $35.00 per lineal foot. 4. Saw cut concrete pavement below asphalt pavement at $3.00 per lineal foot x 3,OOU'. 5. Remove and dispose of concrete pavement at $4.00 per square yard x 80U yards. 6. Replace concrete pavement at $22.00 per square yard x 800 yards. - The unit prices above are to be executed by written Change Order only. � -... .. ._.... .. . v .- ......,: � •. y . ��' '�� ` ����"'' � ., ,. , � _, . , � ERAD.CO PROPERTY . ". - �. 0...... 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' �'. .. .. . � . ;. �.. � . .. , . .... . . . _. . ._ �.._ • - - - - ' _ ' - . .. _ . . . - ... � � - - . .: ; . .. - - - . . .. . . . .. ,. � .. . . . . • . • - ,.- - . . - - - . _ . , . . . . . . . . . . .. ... . .. .. . .. _ . . . . , , . . . . .. . . . . ... . . . . . .. . . . .. _ _ . . .. . . . . - . .. : . . . .. _ . _ . :. ... _ . . . . . . .._ . -. .. . ,7' � `� ' � _ . . . .• Vi�.j � Z�j' 4f%.�� . • 1 f ( ' !�: �� �. y ,�;�� � .�, � `�t Ljci�i.,,,;,,t4j��. • ^c�•�S[ ,�.;.p.1..•r(:,�J,7,. ..�' ,r�• �. i"he RyEcels Engineering Grpup Inc. Consulting Engineers - Civil, Municip��l, Subdivisions October 22, 1989 TO: Mayor and City Council Municipal Building 200 Mill Ave. South Renton, WA 98055 SUBJECT: NE 3rd St Sanitary Sewer Extension Fro�n Mount Oliv�t Way to T-405,. Rer1l:.on, .WA. Honorable M�yor and Memb�rs o.f the P.enton City Council: On behalf of Fiorillo Nor.thwest, Inc, we hereby respectfully , request a latecomer agreem�nt be drawn up so that adjacent � properties will be required to share in the cost of the NE 3rd St Sanitary Sewer Extension, which was installed to service the above referenced cievelopment. The properi:ies that will benefit now or in the future from the sanitary sewer extension are those located along NE 3rd St, those locatEd within Monterey Terrace Additipn Subdivisiqn, and those additional properties as shown on the attached vicinity map. Att�zclzec� hcrei:o zre the cost data for t11c installation. The l�gal descriptions for those properties to be included will be provided by separate cover. I trust that this is the information required to prepare the latecomers agreement, if I ca?z be of further assistance, please feel free to call. Sincerely, :nc. ;•ti30 t 1 fl:iril Avc: 51.- • I<i�nl; Wi1 �i30�12 •(2UG) G31-C>S�f3 FIORILLO NORTHWEST; e INC. May l, 1990 � ���� � � D MAY 0 3 1490 ci-rY oF REN, �ry PUBLiC WORKS Ms . Ar lene xaiqht � CUSTOMER SERVICES Property Management Specialist City of Renton 200 Mill Avenue South Renton, Washington 98055 Regarding: Northeast Third Street Sanitary Sewer Extension Latecomers Agreement Dear Ms. Haight: Pursuant to our conversation of earlier today, enclosed please find a copy of the letter, attached sketch, and cost data breakdown as forwarded to the Mayor and City Council in October of 1989. The project is now complete and actual costs incurred could be prepared and forwarded to the aforementioned for final approval of the Latecomers Agreement. I would appreciate it if you would please process our request for finalization of this agreement. Should you require any additional information, please feel free to give me a call at 241-2600. Thanking you in advance for your attention and cooperation in this matter, I remain; Sincerely, ohn W. McKenna, . General Manager cc: File JWM:kar Enclosure 131 SOUTHWEST 156th, SEATTLE, WASHINGTON 98166 •(206) 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 /1'I l J��` 0 CITY OF RENTON M E M O R A N D U M DATE: May 14, 1990 TO: Richard Anderson, Utility Systems Manager FROM: Dave Tibbot, Customer Service Manager � v, �, ATTN: Mike Benoit, Waste Water Section SUBJECT: LATECOMER REQUEST 1�T.E. 3RD ST. SANITARY SEWER EXTENSION �S-49C)� PETITIONER: JOHN W. MCKENNA, JR. AND FIORILLA NORTHEST� INC. Attached please find copies of petition letters for a latecomer agreement from John McKenna, Jr. and Andy J. Rykels, representing Fiorilla Northwest, Inc. These letters request reimbursement toward the original cost of sanitary sewer improvements installed in N.E. 3rd St. from Mount Olivet Way to I-405. In order for Property Management to prepare the latecomer agreement, please provide the following information: 1. Verify cost data submitted and determine dollar amount eligible for recovery. 2. Establish latecomer boundary and identify which properties will draw direct benefit from the sewer. 3. Method of assessment. 4. Are there any special considerations we should know about? Please respond within ten working days or by May 29, 1990. If you have any questions with regard to this request, please direct them to Arlene Haight (x6209) of my staff. Thank you. Attachment 5-496:AH: jg � • � � • �`��' ' �':�h '+� t � ��• r. ., ._ ,,f� ,j �.sV:• � ������ �,` •��t� �. • ^c•`,'iJt. ,.�!;.reiit�yG�'J,r4. .�� . .,�, , � : TMe Ry�cels Engineering Group lnc. Consulting Engineers - Civil, Municip�il, Subdivisions October 22, 1989 T0: Mayor and City Council Municipal Building 200 Mill Ave. South Renton, WA 98055 SUBJECT: NE 3rd St Sanitary Sewer Extension Fro�n Mount Olivet Way to T-405,. Reni:.an., WA. Honorahle Mayor and M�,nber.s of the Renton City Council: On behalt' of Fiorillo Nor.thwest, Inc, we hereby respectfully , request a latecomer agreement be drawn up so that adjacent � properties will be required to share in the cost of the NE 3rd St Sanitary Sewer Extension, which was installed to service the above referenced cievelopment. The properi�ies that will benefit now or in the future from the sanit�ry sewer extension are those located along NE 3rd St, those located within Monterey Terrace Addition Subdivisiqn, and those additional properties as shown on the attached vicinity map. Attaclzed hcr�Lo a.re the cost data for tile installation. The legal descriptions for those properties to be included will be provided by separate cover. I trust that this is the information required to prepare t11e latecomers agreement, if T can be of further assistance, please feel free to call. Sincerely, � . � Andy J. Ry els, Rylcels Engineer . 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" � -w-* ;: , ' � .. ._ .. . . � '� _ __ _ _ � � COST DATA NORTHEAST THIRD STREET SANITARY SEWER EXTENSION FROM MOUNT OLIVET WAY TO I-405 RENTON, WASHING�TON TYie following costs are related to the 8" main line sanitary sewer extension of 1,537', including eight (8) manholes: Base Contract ........................................ ,.$ 97,552.00 1. Add manhole at 4+ 27 per City of Renton.....Add..$ 1,800.00 2. Add epoxy grout for each manhole at $500.00 each .. ...........................Add..$ 3,750.00 3. Up charqe for working hours per City of Renton ...........................Add..$ 10,000.00 4. Add two (2) coats of "Koppers Bitumastic 300-M" to the interiors of all manholes ..............................Add..$ 3,600.00 5. Add pressure testing at 150 p.s.i............Add..$ 3,000.00 G. Remove trench spoils and dispose, add r.rushed rock for backfill in trench at $14.25 per ton x 4,000 tons ...............Add..$ 57,000.00 7. Overlay half of street with asphalt, tack coat, and restripe and replace buttons, complete with traffic control at $54.00/ton x approximately 200 tons.......Add..$ 10,800.00 8. T.V. Inspection, if required of new sewer on1y ............................Add..$ 1,915.00 9. Washington State Sales Tax ...................Add..$ 15,342.77 10. Bond .........................................Add..$ 2,448.00 TOTAL CONTRACT SUM ...........................$207,207.77 Owner to be charged or credited based on actual tonnage amounts. Unit Costs l. Provide, place and compact select backfill material, if required, at $12.75 per cubic yard. 2. Provide and install additional mantioles nbt in the street or right of way at a cost of $1,800.00 each. 3. Provide and install additional 8" sewer line, not in street or right-of-way, at a cost of $35.00 per lineal foot. 4. Saw cut concrete pavement below asphalt pavement at $3.00 per lineal foot x 3,OOU'. 5. Remove and dispose of concrete pavement at $4.00 per square yard x 80U yards. 6. Replace concrete pavement at $22.00 per square yard x 800 yards. The unit prices above are to be executed by written Change Order only. . `. / � /� - - ;:;:,:...: - - - - � :� j�'• - - . ..-. .. . ' . • ""- ' ' ' .�. . � .� -- �. � . �. .-�:�.ti , ����.,-r.-.�i'�-�.�..�� - .. � � � ,: � . ' . � � ' ': ; - : _ -. .: .� . . �...� �� �. � . :�..>. � . -. _ -- ..-- . �.c �._ -�. �..... ' ' _ , r^,"`��-...__ -_< __ '_ _+•` -r--� ' -__ --.. ' �. F ��:,'-:.... � ��� . � �. ... C__ . __ , •.-------•---'.._.. . _.. ' � . - � c� ''� ��, .�� '�� �"o.--_z�y ''.ec�s�-'.::T:aa:eaJ,� ' � . ... . . . . ' . . v;� � <c=.�-.-s-" ". {.' U; F �vS ~� ; �-•---�"'=� ... ^�`-=-=�.. , _ =�"�,.. !. i �a-- `'�.1 �; nxinzY-mr :� ��� ; _:_'c—'� _ .. � ' � �-• �T`:�:..-,tti,: ""_�„_�S�--ai.! � � ^ . ." . . ' � .W , O 1 M A Y � ., .�_ '� � _ �� �93� 4�. . �. ` ^'.��_�"-.`�- . �, . _ �o �a �s �- � - •. . _ _. . .. _ . . .- � _ _ _ _ ._ .. .........:. :. o, Z O � , � ? Ms. Arlene Haight - ? = Property Management Specialist �� 3 - � � J �- G 3 "a' N � • � � � � Z � O X � O J m 0 0 City of Renton 200 Mill Avenue South - Renton, Washington 98055 i`. . `` ; , �`���: � .� . . ,_ .. '-..��. ._::.-:,� ',: _. . � I::::_:::..y';::: .�::::.�:�i. :;:`.:�:::.:�._�_.'.�. . :.. �.. '_��.. .� � �-. ��.• .-� . � ..�.•-.. . . , li�l��l„I�II�f„i�l��l�l�t�ll�i � �: : .,. FIORILLO NORTHWEST ; a INC. May 1, 1990 � ���� � � D MAY 0 3 1990 Ci fY OF REN i UN PUBLiC WORKS Ms . Ar lene xaight � CUSTOMER SERVICES Property Management Specialist City of Renton 200 Mill Avenue South Renton, Washington 98055 Regarding: Northeast Third Street Sanitary Sewer Extension Latecomers Agreement Dear Ms. Haight: Pursuant to our conversation of earlier today, enclosed please find a copy of the letter, attached sketch, and cost data breakdown as forwarded to the Mayor and City Council in October of 1989. The project is now complete and actual costs incurred could be prepared and forwarded to the aforementioned for final approval of the Latecomers Agreement. I would appreciate it if you would please process our request for finalization of this agreement. Should you require any additional information, please feel free to give me a call at 241-2600. Thanking you in advance for your attention and cooperation in this matter, I remain; Sincerely, ohn W. McKenna, . Genera 1 t�ianager cc: File JWM:kar Enclosure 131 SOUTHWEST 156th, SEATTLE, WASHINGTON 98166 •(206) 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 :. ... ._. _ . � :-. . .. , � .�. . ...,. . . . ,....._.���.�.�:...-� . ..... . � .. /1'I l l�� � CITY OF RENTON DATE: TO: FROM: ATTN: SUBJECT: M E M O R A N D U M May 14, 1990 Richard Anderson, Utility Systems Manager Dave Tibbot, Customer Service Manager � v, �, Mike Benoit, Waste Water Section LATECOMER REQUEST N.E. 3RD ST. SANITAR.Y SEWER EXTENSION (5-496� PETITIONER: JOHN W. MCKENNA, JR. AND FIORILLA NORTHEST, INC. Attached please find copies of petition letters for a latecomer agreement from John McKenna, Jr. and Andy J. Rykels, representing Fiorilla Northwest, Inc. These letters request reimbursement toward the original cost of sanitary sewer improvements installed in N.E. 3rd St. from Mount Olivet Way to I-405. In order for Property Management to prepare the latecomer agreement, please provide the following information: 1. Verify cost data submitted and determine dollar amount eligible for recovery. 2. Establish latecomer boundary and identify which properties will draw direct benefit from the sewer. 3. Method of assessment. 4. Are there any special considerations we should know about? Please respond within ten working days or by May 29, 1990. If you have any questions with regard to this request, please direct them to Arlene Haight (x6209) of my staff. Thank you. Attachment S -496:AH: j g p�i� REGEIF'T DUF'LIi:.ATE hECEIF'T' DU_ ---- --- --_-- _�-____------C:ITY+OF REtaTON CITY TREAStlREk FEGfRCFT : +!2—ii��77 �!b-29-194i! 11:�:�7 aro GASHIER ID � ��------=--=--=---�=__==__= --•------=------ ~�16,775.iiii giiiiii MI�GELLAhaEQUS RE JOB 12i�1so Wf: OfiUER T.=5134 317 . i �7`i' .15 .5�'` .11. 67 , i ii ii ii ����! _-----•------ 70TA� DUE �1b�?",iiii REC:EIVED FROCI: FtdW �16►7i`�.i1i� Gf{ECf. ---------�------ �16►7r`.iiii TOTAI_ TEhaDERED ________.____---� �ii.C�u C:H�;hl�k DUE _ DUF'LIC'�ATE RECEIF'T DllF'LICATE kEGEIF'T .i � :: j� _ tq , � GIJF'LIC:ATE REi:FIf'T GUF'LIiATE �Ei:EIf'T__ __--____===='CIT� OF REtITUh; GIT � TREA��fiEF� FEG!F�CF'T : i�2—ii;'877 i+b—?9-199i► 11 � �s7 am C:ASHIEC; ID � �� _____________________ ----------=------ 'k16�775.iiii gi ii ii s MISi�E�L�taEOU� FE 1� 134 .lOe. 12i �73, Wf; ORGER T _ _�: _ - - 317 . i �7`;' .1 ` . `y'` .11. 67 . Ui ii �� �i�i i _---_ _----- TOTAL DUE 4.�6'?7�.���� R[CEIVED FROM: FMW 3�1E�►7i`.i��� GIiEG�; --------•------ �1b►77`.iiii TOTAL TENDERED ______________ g.ii.iJiJ C:HAt1�E DUE D�JF'LIGATE fiEGEIF'T DUF'LICATE RECEIF'T a � � � i � , �I�� ClTY OF RENTON MEMORANDUM DATE: September 28, 1989 TO: Richard Anderson FROM: David M. Christensen SUBJECT: N.E. 3rd Sanitary Sewer Extension Status Report Fiorillo Northwest approached the City regarding installing a sewer tie to their leachate site after Metro denied their trucking of leachate after October 1, 1989. The City conditioned Fiorillo to install a sewer line that would result in a"no leakage condition" and recommended the use of solvent weld PYC - Sched. 80 to facilitate the condition. They were also conditioned to repair the downstream section from their tie-in at Interstate 405 and N.E. 3rd to the Metro Interceptor to result in a no leakage condition. Plans for this project were approved on September I, 1989. A Pre Con was held on September 5, 1989 (notes from that meeting are attached). Construction on the project began on September 1 S, with pipe being installed beginning September 25. On Wednesday, September 27, the Contractor broke a section of 16" HP water line. During the course of investigating, staff determined that the Contractor was using unsafe shoring practices and that his methods for repairing the water main were inadequate. FIORILLO/DMC:lf Attachment �% �=- � Earl Clymer, Mayor CITY OF RENTON PUBLIC WORKS DEPARTMENT Design/Utility Engineering December 15, 1989 Mr. Carl Di Orio Di Orio Construction Company, Inc. P. O. Box 649 Maple Valley, WA 98083 SuUject: Curb Repair, N. E. 3rd Street P-7309 Dear Carl, S — � `�P In your letter to me on December 5, you appear to have taken the position that you felt that you were not responsible for the repair of che broken curb as defined in my letter of December 1, 1989. I would like Eo direc[ your attention to the following specifications from the 1988 WSDOT/APWA Standard Specifications: Under Division 1, General Requirements. Specircation 1-07.13, states in pazt: "The contractor shall rebuild, repair, restore and make good all damages to any portion of the permanent or temporary work occurring before completion and shall bear all expense to do so, except damage to Che permanent work caused by, (a) Acts of God, "etc.... Specitication 1-05.11 under final accep[ance s[atcs: "The engineer will not make [he final inspection until the work required by the contrac[ including final cleanup and extra work ordered by the engineer has been completed". Based on the above I would like to point out the following: (1) �2) (3) My records indicate that the rebuilt curb constructed on 10/25/89 was not adequately protected from traffic or weather during the initial curing period. There should have been an expansion joint at the end of the curb radius and a dummy joint at the down hill end of the existing inlet. The broken concre[e appears as though i[ may not be class "B" air entrained concrete as required uncler specircation 8-043(1), therefore it may not have met the 3000 psi requirement for 28 day serengch concrete. 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 Facslmlle (206) 235-25t3 Based upon the information contained herein, [ am of the opinion that the responsibility for repairing the curb is yours. Sincerely, , ��G�1it!'ti� � • /�t�� � Marvin C. Burgy Construction Inspector cc: Gary Young Abdoul Gafour file m/CRepair/MCB/cd The Rykels Engineering Group Inc. Consulting Engineers - Civil, Municipal, Subdivisions August 10, 1989 Ron Olson, Utility Engineer City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 RE: North 3rd Street Sanitary Sewer Extension Dear Ron: Enclosed for your approval are the�revised plan and profile drawings for the referenced sewer extension. These plans have been revised per the plan review comments received from your of f ice last week . I trust that you will find this information adequate to finish the review and approve the drawings. The contractor is anxious to start work on this project. If you have further questions or comments, please feel free to contact either John McKenna or myself. Sincerely, � Andy J. Ry Rykels ng ls, P.E. eering Group, Inc. � ���� � ` ,;,,, ��. � :; 1 �? i::, � :.f cc John McKenna, Fiorillo Northwest C{ i Y OF RENTO��i Engi�eering Depr. 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 s 'vo The Rykels Engineering Group Inc. Consulting Engineers - Civil, Municipal, Subdivisions May 23, 1989 Ron Olson, Utility Engineer City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 RE: North 3rd Street Sanitary Sewer Extension Dear Ron: Enclosed for your review and approval are two sets of the plan and profile drawings for the referenced sewer extension. Please note that these plans are for the extension in 3rd St and Blaine Ave�. The actual connection to the holding pond will be detailed on a separate plan. Per your direction, the sewer main was located within the existing street, approximately 8 feet north of centerline. As you are aware, the condition of the existing sewer is unknown, based upon your comments on this plan, we will coordinate the TV inspection of the existing sewer with a private inspection service. I trust that you will find this information adequate to start the review process, if you have any questions or comments, please feel free to contact either y�ohn McKenna or myself. Sincerely, Andy J. Ry e 1' , P. . Rykels Engineering Group, Inc. cc John McKenna, Fiorillo Northwest �: � �_ : . . �j 2� 5�• ' ` / �,� 3� � � �Q �/� ,� �� � . �/� G�/�o 2� , 3 �� ; c� ���� �� g�� -. _;- � � J ��h , `� ���Zo� 28301 183rd Ave SE • Kent, WA 98042 •(2�0� d:s� -6598 ��l -�s�$ . . ........_..�._.._._---�---� - - - _ _ -- - �- - - - ---- - ---�- __�---�------- -- - ----- - --� - - - .. . -.- - - - � - -.- ----.. - - -- - .... . . ... . ._...:. . . ..._. .. .. _ .. ._.., . :.,.. -:- . .._. ._ __ . _.... . ,. �., .:. . ----. . . . . .. _ . . . _ ... _� �� The Rykels Engineering Group Inc. Consulting Engineers - Civil, Municipal, Subdivisions May 2, 1989 Ron Olson, Utility Engineer City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 RE: North 3rd Street Sanitary Sewer Extension Dear Ron: L'� �~ : -. ��1��� hi .��`�� r�';�"-��3 a ;; ;, , � �� �� �. , ..,f.-,:. ';.�tii �:_ i:�iiJ ClTY OF R�P��,TC11�1 F:i��inecr���� E'�';�;. This letter is�to confirm our discussions at the 4/29/89 meeting with yourself, John McKenna, and the undersigned. The purpose of the meeting was to define the City's requirements for the extension of the referenced sewer main. 1. It is understood that the sewer will be extended from Blaine Ave (Mt Olivet Cemetery Road) to the existing sanitary sewer manhole located approximately 100 feet east of the I-405 overpass. 2. The condition of the existing sewer at this point is unknown, and Fiorillo Northwest will coordinate the TV inspection of the existing sewer with a private inspection service 3. Depending upon the condition of the existing sewer, the City may require the existing sewer to be relined, repaired or that connection be made farther downstream. The responsibility for the repairs to the existing system was discussed, however responsibility for these repairs was not decided. 4. The new sewer main will be an 8-inch diameter sewer, designed to City of Renton and DOE design standards for gravity sewer mains. 5. Per your direction, the sewer main will be located within the existing pavement of NE 3rd St, approximately 8 feet north of centerline. The exact location will be resolved as part of the system design. 6. The proposed sewer extension will become part of the City of Renton utility system, and is eligible for a latecomers agreement. 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 The Rykels Engineering Group inc. Consulting Engineers - Civil, Municipal, Subdivisions August 15, 1989 Utility Engineering City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 RE: North 3rd Street Sanitary Sewer Extension Attn: Dave Christianson Enclosed for your final approval are the mylars of the plan and profile drawings for the referenced sewer extension. Please note that these plans are for the extension in 3rd St and Blaine Ave. The actual connection to the holding pond will be detailed on a separate plan. These plans have been revised per your plan check comments. If you have any questions or comments, please feel free to contact either pon Severide or myself. Sincerely, � Andy J. ykel , P.E. Rykels ngineering Group, Inc. cc John McKenna, Fiorillo Northwest 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 �ased upon this discussion, we have proceeded with the design of the sanitary sewer extension. I trust that this is an accurate summary of our discussions, please let me know if your have any further comments regarding these matters. I look forward to working with you on this project. Sincerely, Andy J. ykels P.E. Rykels Engineering Group, Inc. ca John McKenna, Fiorillo Northwest � d. . :��_,,;�;-�r � . . .=� �, + ;, ' '� ' . ' . ��+Qti iL:.�:4��It�';'�iJ��l� �i.Ai�ir;lt�gT-�Ci� � ��J,�'s'i1IP� A7TORNCY9 A'T 1�4W S&b FLCOR ��JMIiIA CFNIEA 701 FIFI1i AVL'NU8 . SPwT'iLR. W'iut�4A1tP]'ON �Id (2Qb) b821099) PAC'3liv111.8 {�} tS2� •'�S 3� . .;. ., AUBER'"A. FUStDU� PS. IOHN D. BL.�N�JNSHIP. PS. Qal.E n. a,�aBa.� � OEAAGC w. wKA3tS, P� I IeRR Y N. S�NEt�iOR2 WlLL1.a.�d K 90�D�4TN , _M.wqY*��BWR LYN:� O. HI.RSr 1eFFREY L P�WA C}+,AJ�roPrIYR L f Sl�.4P �LwN L �ONK�OM�xY SCt7i'I B. FA�'1 �'R hflCH.aEL P- ��-SLER Ca+Slt,:� TwYLOR �1-SI'OV JnMFS rt WLSI{AnR pEOOY G iiUG!!PS FitsC l. PO&s �� ��;�� �.-���'�n��`i�� v � ��Si������l�i ��5�.�;L -- ... 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Au�s, P,s. 1rllRY W.3Pt�ONCAfOe'�.E \41LL�AM LL GUO[�'x'•?i �v!. wr.Ytt�+ Dt,�+�R Lnaw o. tf;,w. :BPFR.eYL PLwt CI IRISro�7i:k v Htttsi p1.�,N G NIONPGO;AE�Y �,��' R. Cx.STEA �f1Ct�w°L & cios5!JER. CAMILLF, TAYUir2 R.i.t.S'•`C�tS JAM�3 ii'NSSI {nnR PL'c30Y C. H11G1(fS FAED J. Po� ?L1o;�'t'��iht��'�',:�i11�i➢[JE,$La!�i;.�?"?���f�� �.s�����ta l�i^'ORN�YSP; I.AW 58[h PLGG� CC1LU.lSIA GB.v"1'�:� 701 F'!r'TH AV'ENUE SE;�TT1�, WASF:iNGTGN A.'S01 (2C�h) 6fi:r iOS�J F:,:SiMI� (?,fki) 62,5•9�3 i Rug�sst ::1., 19�9 �rV�.A�#�� C:L��'�' �`-:` � �.c:� �aL�: M�r . Lawre�ce J. Wa_ ren A`ctor:�ey at Law 1�0 5oiith 2nd �tree� P.O. �ox 626 Rentcan, WA �50�7 Re: :�iorfll� Ne��h��st Ii�c�rpo�:���w. Gear Lariy: V1S•tD S. kirti�°.iH ptn.*f� �!. Ct C�:���C.^rt�r) 1I�����. �'�. �iG�.V•.,f� a"iliTR; M.P�ti5i.�" SI7:Ri�.� P. i:.g�"lA�i=.P. �C>3E'Pl ; L; BR(}'++'Zti. ' R- W_�i1,T'CA 7. YL'N:J. JP_ O� tnU'tv56L �4R1.LLiHM01Yi.iOb1L'.R't iiit;�li A!.AN �'• AUSC ti( t 95:: c�u a. �uc�.��:;!� R►�:;K�D In our �hone conelersa�.iGr: o� Fri��y r, ,y� r_+ �<g X.� Lfi.�m���� �� explain sc�:ne ci the prabl�ms nuf clie�it, �'� n� $lic� Nox•t��- w�st Tn�orpnra��d ( f���nEriy knc*�an a� R�� ��:� L�na Re�i���- ti�r., Zric. , a eorpdra�ir�n �w�P� b� John V'. Fa:: �e�?.} , as havm ing with �ha �ity regar3in� p�rmi'��:� �or �����r ltn� �o d��in l�acha�e from th� p�t �o th@ M���':: �ar�i.t:��v r��►��s. Our client Y�as br�n t�anspcxt�i►�c� tha�. l�r�r�'��t� b� Lv;:�k .fr�rn vhe �ite to the �ewer ur.d�r a sp��;i.al p�rmi¢ issu�d 1���y ���t�c whic?� ex�ir�s on Octob�r 1. W� und�z��and L�?�4 M�tro h�s waznes� t�^,at it �ill n+at r��ew ti:e p�rm�t ������d tk��it d�t�. If the cot�t�mpiated pip�line :s r�ot ��mp����d l�y th�� t.im�, �17�r� will be no ms�n� fr�r disp��al o.f l��chaWp• I am, sur� y�u can visualize the hea? th an� _Ia�g�� "���blea�s w� �.u?� �ai��. result if �lrla pip�lin� a.s nQt �n o�e.�-a�i�ra �y Octat��r_ ]., Althou�h a recit�l of th� �-ac�n� �����"� �ill �A r�x��ti- tiau� to yau, I anti�ip��e that a cop�i o� t�=is l�tt�r will bz s�n� �c the appropri��� ci�y ���ici��.�, and I ther���r� � Y�e�i.e.�e i� ex�e�..iti�us to r��i'�e th�m �r�azn� Q�� cli�n:: 111b 11a�d �81 ����i3.VLi�ili�l 1?ld� �G�imi�.� L{�:� ta�� �%���1171G pQnuin� SJ���L� i.l:G \�.LL.y ��M ���L4 JL1�:��i 4+��4• .14� loc�tion was dictatAd by R�n O1sQt�, �:ant,t�n li�i?.z.�y ��igi�-���', wY�.o ir,sisted that it be �n tha nobt:� ���� o� �=h� �����'�1ir��: . /�n,' `.,,.. a A,s�u��. 21, 1989 Page 2 I i � ,{ ::E .� , ,;-.. ,,. .1� �.:.,�� �., . � �� •�<�G-':•V: :. 41 ..'.ti.: :.:! . . . �f th� s�ree�.. Andy R�ik�1�; a� i:�c�e�a�:�'��r en�;.�?.��: , w�s employ�d �y �ur c�.Ser.t �c d��i�i� ch2 �.a.na� Lr��l:�t�s w?�F submitts� to the Ci�y. ?� �ek c�av� ��o D�.t��. t'i:.:r����n.��r, �f tne rity'� U���r�t�r�2nt o� Pu�Zi� i��Y3�;� r�.�� t���� D�n S�v��ic�� of eur cli�n� an3 di�4us�p�: t��� pl�i . N�r. C:����v��s��� re�u��'��� f:Iv� cha�y�� an�� �to�� SG�r�r_:.�.� t�=�.� �� ridC�:�l� �p�rav� r�vis�� d�'awing� w�.ich ���c;w �t���.�� ����g= � • �?� � �eike� � �rocr����y ���,e•,� ��e pl��� t�� i�?c�.L_L � �.�� �•u�;���� :� c:�anq�s �n� 'ci:e dr���inr� w�,r� sr�k�mit��a tc �?�., �s�r.i�t�:�soM, w:�c� Lo cur �Ii��,�:'� �u�r�i�e �.�nr�aft.�� �esren�.�,a �h�� "or �uA�; e.r. Y�via_w" tha �::`t?:�� t�in� mu�'- �:e �cv�d f.roa� ti;� zt�a".r�r- �side of t�le s�;:eet C� �t�� �o+�th. �-i� �ai� �.�'i�t �os� Ci��rt� -vrh:� f�r t�^is t�ity had r�qi?ii��. tha 1�ri� '�� � r i�+rc-.�4:�`u' c�r1 `r�'•� n��tt� sid� a� th� stz���, waa �r �a��a����l �n� �;n�;l:.��i �i�a� th� ma; ��� �ouid r��� �a ::���l.t��d unti' ���� inc��f�.n�.t� �af� i;i t �� �> � ., �ur� . it �aa� a � th�� j ��nC�ur� �I�.�l � �i; �or�� �ou ��: p2e�_1 � �� e�Y'�.� �'�s�lu:.ion c� �:�p ��t�ary �,fcer our rh�n� �or:�;�r�a�i��, �iw. ��E���ad� �g��n me� witi�. ML . C�� i�- ��nson, ��ho s��.�. t�:� ��u;� ,�� s�n h�;� r:o :����hor- ity tc m��:� �.he d�ci�i�n� h� ?�;.-�� �'���4; �?^�4 �����iri�� ��,�w�n� z•41oca �ion ��� t�� i:s.=�� to tl�a �ou�� sici� t�,= t�� str��.`b �:a� �.o �a �ub�.i��ed: �^;at h� �Cn'r�s�ez�;�or,j ����ua�� �e f�.na�3� �a �•�etriew th� d:�awings `oi s�v�r�:l. �e��c� � I.: f���, it �'�u�.d p•ya; a�I.y ��k� ci�r Cl �n�`pt,�y �ngi.ns�e a w�:�it. o*- �wc, �� ��d� ti�� engin��rir�� and d�awi.,�,�s To�. t�Y d�:+.���.;a:�-� �'�vi�i€�t;a t�ur �li�r,v �,r�f��� t� g� �aith ��d� �.�n� a� nc� �,��i�nec:, n�r,1�J.��, �ian� the r.cr�.h �ade a� t:�� �tr��i, but if �b��>- Iu�ely n�ce�g��y, n1i13 r�dQ�i�;� �t�� line t� �S;e �c��:� �:�d� of the str�at. Th¢ �;oin� i� ::�,�� a13 a� �}i� ������a:��� �n��.- r�eering pZ�:s Ciry ap�r�v�l mtxQ.t r�� do�� �.r� �:�.�nA �� rs�v� co:��- s�ructicn �� the �irae �omp�.���d so tha� it �w�r: b� i� :������- �ion by tha deadii�e 4g oz:t�b�r 1. �� rhin��� ��� s��r��, �he City h�s gi���n c sig�aal t?`iat it w�.13. r.�°: �cc�c��.�r�t.� i� �c��.��',-� pli�hing ti�is, t:otwith��a�td�r�g t�� �ac�' ��a� ��� �ity h�s had �h� applic�tion for p��'��:.w �r�d n�c���ary dY�sa:r,c� f��r �p�r�ximataly 90 �ays �ft�� ����t�'i�g �'�r cii�ri� tt�at t:�� �pplic2�tion wUtsld �e p:rocMs��d �ti�h�d� thr�� w���so Th� purpas� of this lett�� is tr; p�:t �z�� cit� . Gn x�ati�:�. tna� w� w�ll i�ok to it ��r ci�ma�e� �Ar an; id�iitr� �.a h�v�: the li�e in operati�rt bv Gc:���e� �.. Tt1e �3�r��a��s �a�.l�i inClude �ny harr.: ca�.:sed �.��� �v�r�l�w �i l�ach��� f�'o� 4��� si�e or by any cl�s:�r�q af ��� r�c' �cn�ti.cn �zia b� �.�a�r�, �uthor�.ti�s in thE �vent o� ei4Y:�r �n �c4u:11 ovezfl�� gr�m th� sits o�- an imminent s�i.Il. In th_� �o?��:e�C�.�n, r.h� Ci�y �hould know 'th�� any interruptior+ Qf� �p�ra���4 �f �;-:4 1.a►���_ fi.11 will �ause a si�nific�n� loss �o c���r ��.�.vnt fy�' wt'��h w�a w�uld i:� tur� loo� �e �.�� City f�a �'�°ir���-�?"s�eman} ,'Ci�i� m�t�er is su criticai tra� i� �ae can;�a� t-�av� a,��ol�.��.i�;� 'r:y n ...`� �,� �', . `� ' ' '�. Au�ust 21, 198� � PagS 3 the clos� Qf b��ait:e5s this �'r. i�G�•, w� °.�:.13 ee;�� �ai'���� ��c�. �� ask Ju�3ge Nr�e �'or � c�:��� o;=. �hich h� c�n :��ar �:�� ;r���c�r. �i��'ely, �. 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'::thicker t _... . . ..'J4. �'w� �t,�u,>l�� i � _ ., . ,.,�;.-:,.:. . � 6"��Nin.. Crusf��_� Top Course Compacted Cru:. Backfill EXISTING ASP11/1LT CONCRETE OVER PREPAREO GR/10E Final Joint must Cement Concrete (' be saw-cut - ment patch to be , previously existe -- ------------ , , f_�..-�. _. ._A� ------- :ia'-Y+ r. v':� ;,,v'.,- ;'�= �-' . . � { Qe'• � � . � . :..}±�F. �''t - - - --- - - ��f1:. ' }'' ; r��• � .:i:����;7Q/1 ' ------ - ,�. ._i � . • � <i ,..,,d's���� - - - �E�ti _`:;�. '=y '�' ;:• L =��c� - _ • - S=''�-'-• --L%�?ti�• . Existing Cement I Concrete Pavement �;, 6" Min. Cru Top Course Compacted � Conc. shall be Cl. A(3/4)- Backfill Portland Cem. Conc. Conforming to Sect. 6-02.3. EXISi'ING CEMENT CONCRETE OYER PREPARED GRADE 1. See Sections 'I-I8 and 2-09 for Patching and IIackPilling' Speclfications. 2. Ilil trenches in roadway areas sha11 be.backfiTled and patched w� temporary as�l�alt at the end of each work day, unless permissior to do otl�erwise by the City Engineer and City Traffi: Engineer. 3. /111 temporary patches on trerici�es shall be perma�►entl� patcfied :, weeks of completion of work within the roadway area. 4. Saw c��ts on concrete pavements shall be made no more than one-r�a � of tft� exi sti ng sl ab. . �. �omn te Gravel kfi 1 C� ss "" ma 'e u � o ap o�1 r �%�� j� �,.--� , o, r�nche., � 200 teet in lenqth. PAVEMENT PATCHING DETAILS N.T �. 54� d1A STANDARD MANHOLE 'EN ENO FOR OVERfLOW JO �tAINTENANCE e" sctiEn so pvc � SQL�T.� EPDXY GROUTINTO MH , �� - _�,�- . � C� ��'�� lU . ANY 111�;V L5 l U[J::; 'l'l. !'lll:: /+k'1'KU� F;I � 1'L�1f!'.� �l� �::; i i�i. �<!,•. J t,',til.i.� f•.i�t: APPRUVED BY `1'HE CITY OF RENTON P1tiUR `TO iMPLEM�:N'1'A'i'lON iN THE FIELD. 11. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE 80, PVC PIPE, CONFORMING TO THE APPROPRIATE ASTM STANDARDS, ALL JOINTS AND PIPE CONNECTIONS SHALL BE SOLVENT WELDED JOINTS.. ALL �� � a� � WORKMANSHIP �AND MATERIALS SHALL BE IN ACCORDANCE WITH THE . MPNUFACTURER'S SPECIFICATZONS.. 12. ALL CONNE�TIONS OF PVC PIPE TO MANHOLES SHALL BE MADE BY USING NoN SHRINK E�oXY C.�RouT. 13. TH TRACTOR SHALL INSTALL, REPLAC�:; vtZ---it�r�����--e� GNS, AS SHOWN OIJ THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAILS. ........ ....:...................................................................................................... .............................. ....................:........................ . . ... ... : .. . . ... ... .. ... . ............... : : : �d,: : � : :t. 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T�_..�Xt��'�.....'Z4'": VCl�.`T����:NCiy\F�l: . . . . . . . . . . . . . . . . . . . : . To � I N5��:1:._ 1_l �.J � : �� I�TP.'��1 5��1�-�� � V�1�.�'T � 0� S�F• . : . . : : : . : : . : : : : . . : .�-)� ALLI_: :�XfSZit�lCa . �.1.�I.LITy: .'�1'r�lthlca: :C.Vv,�`LE�.; �.l�i����l . �� . . . : . . . . . . . . : `: . . . . . : : : . ; . 5-i'otzM �21�.]N � f ' 'T'r�L���iohl�. �1t� P�1�t����'�tJ�t�1�G�5 : : : : : : : : : : . . . . . . . . . ; . �: s�.tt�t�t�.��.� : :,�:.�4�jo�.: o���,vv1s�.: t�.ca��.�=ci�t�. � ...:.........:.........:. � .............:............................................................................ .... C�� l�l�as...:.. .P.,?�l 1�....:..p,�'..... t�P�.a,L1_ !�L.:...11:1;�`T A�i;,,,l_.,d,�' �csN.�.. .:..1�..�� . . . . . . . . . . . . . . . . . . . : : ��G�-1"1��1T : V�i1�.1_.: � /�a� 'i 1-i� : C�t�1-T �2aL'i:�'22'S �X�' �- -- _- - -I - ��� ��� W W W � H N � � � �noo n .-aa , aaa ' NC1C1 CI N C1 .a \e�Y a - .._. . _ . --- ---------- - i -- ---I � � !, �/ b ', . i�� _. /� c�z�� _ Tc C t�'r . . � ._. . . ,2 �-Y�a 2� � '�J-�- Cu � �.t c � �. �-u � ,a-7/ a �.4 /� � 2'0 �-e-�-•�-r� L � .;a �. . .� �.. S c� , � v�! �.�r ; —r-� 'T'x� L tC- �nr' t r�-1 y o u d g.c� ,�T- T"r} �'— �- E-i Z C_.c� �?�-� � r—o2 � N K. i� o�t t?� 2 �� Gs � � �c/C _ 1 ._.___ _.__ __ .i _ ..... _;_. ._ ...--- ; --- - :- . . .. ._._ . .. . . _ ._.. .... .,._._"...._"-.._.._...-..__.�..-'--"'-.__.'—'�___..`_._._....�........_--��i.._�__�.__'---....__-.__�...._.-"- r..._._........__ R06C•RTA PURDUE, P.S. ]OHN D. BLANKINSHIP, P.S. GALE D. BARBEE GEORGE W. A[CERS, P.S. JERRY W. SPOONEMORE WILLIAM Ii. GOODWIN M. WAYNE BLA1R LYNN O. HURST JEFFREY L P�W� CH2ISTOPHER L HIRST AI.AN L MONTGOMERY SCOTI' B. EASTER MICHAEL E GOSSLER CAMILLE TAYLOR RAISTON JAMES H. WISHMR P[GGY C. HUGHES FRED J. POSS MONTGOM�RY, PURDUE, BLANKINSHIP & AUSTIN ATTORNEYS AT [AW 5&h FLOOR, COLUMBGI CEN'IER 701 FIFI'f { AVENUE SEATTLE, WASHINGTON 98104 (206) 682-7090 FACSIMILE �206� 62S-9S34 October 17, 1989 DAVID B. HANSEN DIANE M. De GIACOMO MICHAEL W. BABCOCK SNART M. AINSLEY SIUART P. KASTNER IOSEPH C. BROWN, JR. WALTER J. YUND, ]R. OFCOUNSEL WILLIAM MONTGOMERY (1980) AU1N F. AUSI7N (1983) CARLB.LUCKERATH REIIRED Mr. Ron Olsen, Utility Engineer City of Renton Municipal Building 200 Mill Avenue South Renton, WA 98055 Re: N.E. 3rd Street Sanitary Sewer Extension Dear Mr. Olsen: We are the attorneys for Fiorillo Incorporated ("FNW"). Northwest Our client advises that, in what is only the latest in a series of new, additional and extraordinary demands by the City of Renton, your staff now demands that the referenced sewer line extension be tested only after the street has been paved, and that testing include both air pressure and water testing. It obviously is nonsensical to test the line after the s�r2:� has beer, pdvcu. As you know, ther� is ample c-rus: e3 rock (another extraordinary requirement) on top of the line to remove any possibility of disturbing the line during the paving process. As far as testing is concerned, there is no point in doing water testing after air pressure testing, since the City has required utilization of glue joint pipe (another extraordinary requirement). Both our client and the installation contractor agree that this extraordinary request is unjustified. You are therefore notified that FNW will perform air pressure testing of the line, as your staff previously agreed was acceptable and satisfactory. Your staff will be October 17, 1989 Page 2 provided with the test results. FNW will then wait until the City of Renton has approved the line before paving over the construction. We urge that the approval be given promptly, because, in large part due to delays occasioned by the City in approving this project, the weather cannot be counted on to accommodate paving on a regular basis. Sincerely, William K. Goodwin WKG:jmb:d729 cc: John W. McKenna, Jr. , . .r. bav� C, J�,�^� � FIORILLO NORTHWEST � � INC. October 4, 1989 . - ,-,;�v � � . . :---. -- - `� t.;,�, �''a �z::; ,�1�� - ' . : � 1���' �'�;' ;`� �� �a� "" •��; �J 'J � � .! I �J L� � Mr. Ron Olsen, Utility Engineer -,- ._ G 1 i Y t� ;- �= := i''•� TL i�•; City of Renton - . Municipal Building ��`""'`'��� � - --���'�• 200 Mill Avenue South Renton, Washington 98055 Regarding: Request for Modification Northeast Third Street Sanitary Sewer Extension Dear Ron: I am writing this letter as confirmation of our meeting on September 29, 1989, regarding completion of the Northeast Third Street Sanitary Sewer Extension. As discussed in our meeting, Fiorillo NorthWest Inc. ("FNW") and DiOrio Construction Company ("DiOrio") requested several modification to the existinq approved plans and specifications on the aforementioned project. Subsequently, it is my understanding through coversations with John Mark at DiOrio, the City has rejected our request. Therefore, due to the urgency to complete this project prior to the onset of inclement weather conditions, FNW and DiOrio will proceed under the approved plans and specifications as they exist, with the understanding that we are performing tne following work under protest: 1. The hours of work with the street right-of-way shall be limited to 8:30 a.m. to 3:30 p.m. on weekdays unless otherwise approved in writing by the Department of Public Works at 235- (�'�'« � 2635. All street and lane closures, partial or full„ shall be approved by the department of public works 24 hou.rs in advance. 2. The sanitary sewer main shall be tested and inspected in R,t��s accordance with the city standards prior to acceptance. 3. All sanitary sewer piping shall be schedule 80, PVC pipe, conforming to the appropriate ASTM standards, all joints and pipe connections shall be solven welded joints. All �'�"'�1' workmanship and materials shall be in accordance with the manufacturer's specifications. 131 SOUTHWEST 156th, SEATTLE, WASHINGTON 98166 •(206) 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 Mr. Ron Olsen, Utility Engineer City of Renton October 4, 1989 Page 2 4. All connections of PVC pipe to manholes shall be made by using �i����T non shrink epoxy grout. 5. A 1" minimum asphalt concrete overlay shall be placed on a minimum of 1/2 •of the existing roadway on Northeast Third Street. The applicant shall coordinate sewer installation on Blair�e Avenue with the Contractor for the City overly project. If the sewer is installed after City Contractor has placed overlay, the applicant shall place a 1" minimum overlay for the full width of Blaine Avenue, within the limits of this project. � 7. Effluent flow rate from the proposed site shall not exceed 50 GPM. The interior of the manholes shall be sealed with two (2) coats of Koppers Bitumastic HO 300-M, or approved equal. � R�c, ��-� ��U'' 8. All backfill shall be compacted 1-1/4" crushed rock. co,xaacr_=r� e T� 4 S�i Fo 2 P( P E P. o L O 1N C� �=.�.! f� �'-t ���r �+' ';�� I..1 � G F '�i '[ZowO $uRF-pC6. 9. Connection to existing sanitary sewer is subject to the TV inspection, testing, and repair (as required) of the existing sanitary sewer system. Repairs shall be made as necessary and under City review and inspection, so that no leakage condition results down stream f rom manhole at station 0+70. Repairs shall be made prior to use of the new sewer main 10. Additional manholes as required by City of Renton Engineering Department. 11. �c � �-� �-�- �ic-,i—� � All temporary patches on trenches shall be permanently patched Ric,hT within two (2) weeks of completion of work within the roadway area. Q Mr. Ron Olsen, Utility Engineer City of Renton October 4, 1989 Page 3 Ron, upon review, should you wish to discuss the contents of this letter, please feel free to give me a call at 241-2600. Thanking you in advance, I remain; Sincere,�y, � John W. McKenna, . General Manager cc: Mr. Andy Rykels - Rykels. Engineering Mr. Dave Christenson - City of Renton Mr. John Mark - DiOrio Construction Company �. Dick Anderson - City of Renton JWM:kar CITY OF RENTON MEMORANDUM DATE: October 2, 1989 TO: Earl Clymer, Mayor FROM: Lynn Guttmann STAFF CONTACT: Dick Anderson �J� SUBJECT: Status Report on the NE. 3rd Street Leachate Sewer Construction: Back rg ound: The owner of the Mt. Olivet landfill site (Fiorillo Northwest Inc.) is under order from the State Department of Ecology and the King County Health Department to collect and dispose of on-site leachate (contaminated ground water). The owner prepared contract plans, which were approved by the Public Works Department, and awarded a construction contract to Diorio Construction Co. The project consists of constructing a"no-leakage" sewer line from their property to a connection with the City's sewer line in N. 4th Street, thence to the METRO interceptor located at N. 4th and Logan. Tlie specifications provide that the City's sewer line will be upgraded by Fiorillo to the no-leakage standard. Status: The sewer line construction was to be completed by October lst to meet the METRO imposed schedule for terminating tanker transport of the leachate to the METRO Treatment Plant. That schedule will not be met, and we expect a substantial delay of completion. Because specification requirements on the type of pipe material selected by the owner may conflict with forthcoming wet weather conditioifs, it may be necessary that the contractor order a different pipe material. This could cause even further delay. If the contractor chooses to order new pipe we will require a temporary asphalt patching of the street until construction can again begin following delivery of the construction materials. Recent Traffic Disruntion: The contractor broke the City's 16 inch high-pressure water main located in N.E. 3rd St. on Wednesday, September 27th. Since that event there has been no on-site work, except for clean-up of the street and restoration of the traffic lanes. Our contract specifications require that all work in N.E. 3rd St. be accomplished during non-peak traffic flow periods. This will be closely monitored when construction resumes. CITY OF RENTON MEMORANDUM DATE: September 28, 1989 TO: Richard Anderson FROM: David M. Christensen SUBJECT: N.E. 3rd Sanitary Sewer Extension Status Report Fiorillo Northwest approached the City regarding installing a sewer tie to their leachate site after Metro denied their trucking of leachate after October 1, 1989. The City conditioned Fiorillo to install a sewer line that would result in a"no leakage condition" and recommended the use of solvent weld PVC - Sched. 80 to facilitate the condition. They were also conditioned to repair the downstream section from their tie-in at Interstate 405 and N.E. 3rd to the Metro Interceptor to result in a no leakage condition. Plans for this project were approved on September 1, 1989. A Pre Con was held on September 5, 1989 (notes from that meeting are attached). Construction on the project began on September 15, with pipe being installed beginning September 25. On Wednesday, September 27, the Contractor broke a section of 16" HP water line. During the course of investigating, staff determined that the Contractor was using unsafe shoring practices and that his methods for repairing the water main were inadequate. FIORILLO/DMC:If � Attachment ..r PRECONSTROCTION CONFERENCE September 5, 1989 N.E. 3RD STREET SEWER E%TENSION Attendee Company Phone No. David M. Christensen City of Renton, Util. Engr. 236-6199 Gary Morrison City of Renton Sewer Dept. 235-1641 Andy Rykels Rykels Engineering 631-6598 Jim Gray City of Renton Fire Prevention 235-2642 Tom Bingaman City of Renton P.D., Traffic 235-2544 Ray Sled Water Dept. 235-2646 Norm Elless DiOrio Construction 432-6041 Marvin Burgy City Constr. Inspector 235-2631 Frank Kuhuski Wash. Natural Gas Co. 622-6767 Ext. Rick Kokko City of Renton Locator 235-2615 John Stein City of Renton Street Dept. 255-2615 John W. McKenna, Jr. Fiorillo Northwest Inc. 241-2600 Developer: Fiorillo Northwest Inc. Contact: John McKenna Phone: 241-2600 Prime Contractor: Diorio Construction Foreman: Bob Schilldirof Phone: 432-6041 Developer�s Engineer/Surveyor: Andy Rykels/Terry Ferguson Phone: 631-6598 The meeting opened at 2:00 p.m. Private Utilities: Washington Natural Gas Traffic Control: Fire Department: 250 Frank Kuhuski stated an 8" HP gas main is in the area and contractor shall notify 24 hrs prior to working in area. Requires approved traffic control plan for all lane closures. Working hours on N.E. 3rd shall be 8:30a.m. to 3:30 p.m. Streets shall be swept and flushed daily and as needed. Contractor shall call 911 when crossing intersections. Emergency access thru site to be maintained at all times. 0 � Preconstruction Conference. September 5, 1989 N.E. 3rd Street Sewer Extension Meeting Minutes Continued Sanitary Sewer: 48 hour notice for watermain locates. Pipe and materials shall be Schedule 80 PVC solvent weld. Construction staking prior to excavation. Bedding shall be pea gravel 6" above/below pipe line. Backfill 100% crushed rock - See plan. Pipe laying/shoring to current WISHA and OSHA requirements. Connection to existing structure shall be core- drill and epoxy grouted. Plug all existing manholes during construction. Testing by air and water test resulting in a no leakage situation. Full channeling required thru manholes. TV inspection to be preformed by contractor for City review. Interior of manholes to be treated with two (2) coats of Kopper Bitumastic. Final adjustment after paving per City Standard Detail. 1/2 width overlay (re: Note on Plan) required min thickness shall be 1". Protect existing utilities - Contractor shall use extreme caution around existing 16" H.P. water main. Existing traffic loops disturbed, shall be replaced within 7 days. dave-c/PCCNE3RD DMC:ckd 0 pRECONSTRIICTION CONFERENCE PROJECT• �'�li ��% Ljf lj ��,J G� ��'�F.6�{SLD�ATE : `a��1� SE � Q�� - . �_ 4DDRESS/LOCATION: PROJECT 4� Lj ����o pE�T �� GTORR ORDER 4� **********�t*******�********�*******�****�t*************�****��r�t******�*�*******�** THOSE IN ATTENDANCE NAME •COMPANY PHONE {.1�. ��STIit1�G1 f ��S' �%� � L��.l. ��u7y�fL 2� S�Z�o 3( 'r%�.r cv - - l na e Y �'J'I ��� c �c� �. ��..= r-l�o�v S��v�--�- %�,� /�% .� �� �� � �l / A��� \ f`� K�c.�S ____ i� ra oC'��ivC�A ►'��� ��KE.Ls Ct.�G (0 3 I-(o S�r a ����h -� ������ a3�-a��-� r��N� �,-, �, �- �.��1�— a 3s aS�� ,c�� / �S'G �� yvA rE�2 dcP T� .? 3 s- z � S�G --L�, s.� ' o G�1' o ,� � � a- - G o a � � �- � C'_�ry b� ��svro�/ �3S'- ZCa 3 j � �,� -- � s �zz-�?� � � �5'0 ��� K ���� � , l�- ���� � I� � � ci� C, � p'� �-"'�"bn `�D�� �, � ` S.z�C i � ���� Z� s�u � �.�� � G /.� CALCULATION OF INSPECTION FEES I� PROJECT , ; PAVING & STREET LIGHTING: �. � � �� PROJECT REFERENCE # � SANITARY SEWER �r-6�9RM. � /v T� g�t� 1��2 �e��!!%�.�.� — �02 �o �.�srr . 2D � Zp7 77 � WATER: 1 � 2�7� 2d 7 �� � TOTAL CONSTRUCTION COSTS: � i : �'OTAL INSPECTION FEE FIRST $100,000 � f�/ = SECOND $100, 000 �� 5!D = �� REMAINING � 7�jT �"f = TOTAL: CALCULATIONS: . PAVING & STREET LIGHTING: � $ �oo�� v�a I $ � r� , D� � �72 , D 8 � $ ��7Z.0 8 i ; ; � �L��� I � � �i �� ��� �S ���1 lS�� �, '�{ s-� ��,,'� � r� ' ! � � �� � � - SAN ITARY . �Tt�-c ` � � 572,,0 8 � �i `'���� !� ���� . � , �� � � , �� WATER: � , ,, � - ----�------�-- BOND AMOUNT FOR 100% OF WORK IN R/W $ � 7 7�D 7,. 7� NUMBER OF STORM SEWER CONN. TO SYSTEM 2S`�. NUMBER OF SAN. SEWER CONN. TO BLDG.(S) �. PREPARED BY: � ,�/.�,1 tp �, C�T��,l1�TE D/INSP-FEE:AH:If 6/12/89 - 1 �l,/ 'W �F ��,�, ' CITY OF RENTON . ,� � . ENGINEERING DEPARTMENT U ; j � z . 235-2631 � � � � PaECONSTRUCTION CONFERENCE -� ���. � � � 90 �,�' DATE: > > �vES. SE� ��� 9qrEo sEPt�MO� T IME : 2: 00 m PLACE: Floor Conference Room DEYELOPER /'CONTRACTOR OR SUBCON7RACTOR / NAME OF PROJECT: COMPANY NAME: Diorio Construction PHONE: 432-6041 CONTACT:John Mark NAME OF PROJECT: NE 3rd Sewer Extension PROJECT : INSTALLATION: Sanitar Sewer Main � LOCATION: NE 3rd St from I-405 to B ain Ave. N.E. City Contact: David M. Christensen, ti ity ngineering NAME OF APPOINTED INSPECTOR: Mary Burgy PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND S?ECIFY PERSON TO ATTEND: PUBLIC WORKS OEPARTMENT: X Design/Utility Engineering� X_. Traffic Engineering X Field Maintenance Supt. � Storm Water Utility X X �_ FIRE DEPARTMENT POLICE DEPARTMENT PARK�DEPARTMENT BUILDING DEPARTMENT OTHER .�� � � OUTSIDE DEPARTMENTS: CONTRACTOR TO NOTIFY X X X �- X �_ Department of Transportation U.S. West Communications Puget Sound Pawer & Light Co. Seattle City Light TCI Cable of Wash. (Phil Fisk) Washington Natural Gas Co. Metro - Bus Routes King County Inspection Other: U/A/PRECON:REV. 5-1-89 � 872-6470 235-3012 235-2947 x2912 684-3076 433-3434 x3084 622-6167 x249 684-1595 244-0770 ` : .;; ::.. . ; ::: .. .. ;.-' '/,.`:`. l.. . �F R�� � � 1, �► O � C� �- z z � o � 9,0 �• o��TE� SEPS����P �. CITY OF RENTON ENGINEERING DEPARTMENT 235-2631 PRECONSTRUCTION CONFERENCE DATE: Friday, September 1, 1989 TIME: 2:00 pm PIACE: 4th Floor Conference Room DEVELOPER /'CONTRACTOR OR SUBCONTRACTOR / NAME OF PROJECT: COMPANY NAME: Diorio Construction PHONE: 432-6041 CONTACT:John Mark NAME OF PROJECT: NE 3rd Sewer Extension PROJECT : INSTALLATION: Sanitar Sewer Main � LOCATION: NE 3rd St from I-405 to B ain Ave. N.E. City Contact: David M. Christensen, Uti ity Engineering NAME OF APPOINTED INSPECTOR: Mary Burgy PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERSON TO ATTEND: 0 � � X X PUBLIC WORKS DEPARTMENT: Design/Utility Engineering: Traffic Engineering Field Maintenance Supt. Storm Water Utility FIRE DEPARTMENT � POLICE DEPARTMENT PARK DEPARTMENT BUILDING DEPARTMENT OTHER OUTSIDE DEPARTMENTS: CONTRACTOR TO NOTIFY X X X _� X —� Department of Transportation U.S. West Communications Puget Sound Power & Light Co. Seattle City Light TCI Cable of Wash. (Phil Fisk) Washington Natural Gas Co. Metro - Bus Routes King County Inspection Other: U/A/PRECON:REY. 5-1-89 0 872-6470 235-3012 235-2947 x2912 684-3076 433-3434 x3084 622-6767 x249 684-1595 244-0170 ��� W W W W W W �.T. _ _ ��� �oo ..r � N 7 aav CI lY N ��r .o �: -- .. ... .__...._..._..__._..�- ---- � - � -�-- ---� --.. ..._ ._ -- - - ------ --- - - -- - -- I /�i�Gr��� -- . -- - --. - � .-- - ... _. .._. ._ _ .. _._ .. -- _. . .. --�. - - - - ---...___ _... . ��T �.�-7:� �v.��i�s��,c.� -��,e. �E_�� r- D� - ---- . _ ��3 ��� ��1!� _ �... .. /21� � �,�cJ��2�5 ,��l�iSl4��' P' . - . . _ .�o . �� r.. / sv� f��=�:st �r �.�� D� ✓�� . __-�. _ ��_ . i `6�� -- ��� . ��' /�=r��� :� tll.�� �`d � � �, ��i �- ��;�.� � _. . -='� C.� . ! l _ � � l� _'. ...'_"_._.:__' _-__'_._'_'_ _._. "" '_____".'___._...,_..,..__ _.' '_"_ •-___"___ _ _. __" ___'.'_"'-..-."'_"'_._"r._�._._.._."'_"....._ _Y...__.,_,._..._..._._._""........._...__..__..._._._._....____.._...._�_._.. . ___'__._._..._._..__.._._..._._.-i..._.._._._-..._......_.. �_._....._ ._.._._. ..}• . ., . �- ��� CALCULATION OF INSPECTION FEES - � K-� � � � PROJECT PAVING 8� STREET LIGHTING• SANITARY SEWER �0�1fi; Q�, 5v�2 X l, 081-� - �a5, 4��►�� WATER: PROJECT REFERENCE - � 0�4�'�,7f TOTAL.CONSTRUCTION;COSTS: Z TOTAL INSPECTION FEE FIRST $100,000 $ ?��•�a ����SECOND $100,000 5��7( - $ �� � �I REMAINING $ _ $ — TOTAL : $ 2Jp g � , � � CALCULATIONS: PAYING & STREET LIGHTING: SANITARY . �L-8l WATER: BOND AMOUNT FOR 100% OF WORK IN R/W NUMBER OF STORM SEWER CONN. TO SYSTEM s ���, 4���, 7l � NUMBER OF SAN. SEWER CONN. T BLDG.(S) � PREPARED BY: ST�bI-��6-� DATE _�-, �, �`��j� D/INSP-FEE:AH:If 6/12/89 AUG 02 '89 07�36 FARRELLiLANDMARK__. , ,:, „�; r r ry + � , . . . • , w � /'\ � �iC7zia G�andtzuciia� C�a., ��c, _ � P.O. 80X 649 MAPl.E VALLEY, WASHINGT�N 98038 (206) 432•6041 ***'"*PRflPOSAL***+�* P.2 c * RECEIVEI� ;47�PROVED BY JUL 2 �.1989 �vn ivU. Sui�mitted to: Fiorillo NW, Inc. JOBCOOE 131 SW 156th ' Seattle, WA 98166 Job Name: Narth Third 5treet Sanitary Sewer Extensian, Renton, WA Engineer: Rykels Group Plans Dated: 5/20/89 PRELIMINARY Gentlemen: � . We submit our hid per the Plans provided by.ycu. Work ta include 1532' oF 8" sewer Cc1.50 ductile or 303�3 PUC), 6 manhol�s with one drop, sawcut existing asphalt, compact native backEill, temparary cold patching, 3" p�rmanent asphalt patch, re-striping, air testing installed sewer, mabilization and de-mob.Tra£ic control. Waste materials hauled to your pit. Our lump sum bid is $ 97,552 p1.us sales tax:�/ r. . . _ , . _ � ,. `sii. if . ,. . ;" AUG �2 '89 0?�35 FARRELL/LANDMARK__. P.1 FIORIllO NORTHWEST � � INC. FACSiMILE TRANSMITTAi; SHEET DATE �� 2 C� r � To Dn�v� Gr����r��f�l .Q�r� COMPANY � FAX NUMBER � � � �� ��} � FROM .�J ��C��l �� , . , . „ ,.,. , .PERSON SFNDING • • •• �• � •• � FAX NUMBER (2fl61 241--2630 REGARDING ��`L-� ��—� Ir PAGES IN TRANSMISSION � PLEASE CALL ' KARI �AT • (2Q6) 241-2600 IF PROBLEMS WITH THIS TRANSMISSION,OCCUR ,'; _ __ ;`t��-'�: .:. , �,1� . � � �� i . � ;t:� �I :i . �:it� -, �, ,-, r (,'„ :a ,� I�a� G► .. r� ^ -: = ;•.I j ,�l''�,' I .� �U `�� :' •7 ��l �1 131 SOUTHWEST 156th, SEATTLE, WASHINGTON g8166 •(206} 2�4.1-2600,�;;,� �;:r:. P.O. BOX 66826, SEATfLE, WA 987 66-0826 "�. � , . . � �'� � ;- � � `�' �'' �` CITY OF RENTON � 0 a, . �,�, � "LL � PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineeri May 11, 1989 The Rykels Engineering Group Inc. Andy J. Rykels, P.E. 28301-183rd Avenue S.E. Kent, Washington 98042 Subject: North 3rd Street Sanitary Sewer Extension Dear Andy: In response to your letter of confirmation of our dissuasions on April 29, 1989, there are a couple of things that need to be clarified. 3. Dependin4 uqon the condition of the existin9 sewer the Citv mav require the existinq sewer to be relined, repaired or that connection be made farther downstream. The responsibilitv for the repairs to the existinq �stem was discussed, however, responsibilitv for these repairs was not decided. If repairs to the existing system or lining is required because of the materials you intend to deposit in it, you will be required to do the upgrading, if necessary. 4. The new sewer main will be an 8-inch diameter sewer designed to Citv of Renton and DOE desi4n standards for gravitv sewer mains The new sewer main would be an 8-inch diameter sewer main based on your flow requirements; however I am sure the 8-inch will be sufficient and leave some room for additional flow to be added. The actual design, per our discussions, is more than the standard design criteria based on the materials you intend to transport through them. Per our discussions, they would be Schedule 80 Solvent Weld PVC, or an approved equal. 6. The proposed sewer extension will become aart of the Citv of Renton utilitv system, and is eligible for a latecomers agreement The proposed sewer extension would become part of the City system. It is eligible for latecomers agreements, but the City Council has to be requested for latecomers and must go through written latecomers procedures per our new ordinance. (Ordinance attached). If you require any additional information, please advise. Very truly yours, Ronald L. Olsen Utility Engineer RYKELS.RLO:mf Attachment 200 Mill Avenue South - Renton, Washingtori 98055 -(206) 235-2631 Fa�.clmllP /?11R1 T.45-�s�v � The Rykels Engineering Group inc. Consulting Engineers - Civil, Municipal, Subdivisions May 2, 1989 Ron Olson, Utility Engineer City of Renton Department of Pu b lic Wor ks 200 Mill Avenue South Renton, Washinqton 98055 RE: North 3rd Street Sanitary Sewer Extension Dear Ron: y ,�-..,.-.:�; --, �---, �.,._ :✓ � ; �y ,,yy+��U .T i : . •.: ! i r.'� � y _ i?` ;� ��". i i.. 1 �/3 � \r �3 r i ,�'' � i ;'��;-�`'�, �� i:�uJ �^� �'� �'': �Z�"': ),-ti�, �, �:. �� I;l�,.c:� ii'.`., j,� . ,. This letter is to confirm our discussions at the 4/29/89 meeting with yourself, John McKenna, and the undersigned. The purpose of the meeting was to define the City's requirements for the extension of the referenced sewer main. 1. It is understood that the sewer will be extended from Blaine Ave (Mt Olivet Cemetery Road) to the existing sanitary sewer manhole located approximately 100 feet east of the I-405 overpass. 2. The condition of the existing sewer at this point is unknown, and Fiorillo Northwest will coordinate the TV inspection of the existing sewer with a private inspection service 3. Depending upon the condition of the existing sewer, the City may require the existing sewer to be relined, repaired or that connection be made farther downstream. The responsibility for the repairs to the existing system was discussed, however responsibility for these repairs was not decided. 4. The new sewer main will be an 8-inch diameter sewer, designed to City of Renton and DOE design standards for gravity sewer mains. 5. Per your direction, the sewer main will be located within the existing pavement of NE 3rd St, approximately 8 feet north of centerline. The exact location will be resolved as part of the system design. 6. The proposed sewer extension will become part of the City of Renton utility system, and is eligible for a latecomers agreement. 28301 183rd Ave SE • Kent, WA 98042 •, (206) 631-6598 Based upon this discussion, we have proceeded with the design of the sanitary sewer extension. I trust that this is an accurate summary of our discussions, pleas� let me know if your have any further comments regarding these matters. I look forward to working with you on this project. Sincerely, Andy J. ykels P.E. Rykels Engineering Group, Inc. cc John McKenna, Fiorillo Northwest � 0 d��SP '��i.f+.{��� a�1'Yi�l''�rf ��, � � 1 . . f.tl� !+< ��`� � '��'�'' F1,;�. `}4/� :� ��� 1r" '�il: ,;�Z,`•� � ���'��. ,`,�, ' .:.,.�;;i::�'�.:ic���i::✓' �7he Ry{cels Engineering Group lnc. Co�isuliing Engineers • Civil, Municip:il, Subclivisions Oct�obcr 22, 19a9 TO: Mayor and City Council MtiniCi.pal I�uilding 2.00 Mi 11 Ave . Sottth �Renton, WA 98055 SCIL;JT'CT: N1. 3rd St S�nitlry Sewer Ext�nsion F'rom Motint Olivet 6aay to T-405, RenLon, WA 1-lonor-able M�lyor. and P�iemUc�.s o.� the P.ent�n City Council: On beh�lf oL Fiorillo Northwest, Inc, we hereby respectfully r�quest a l�tecom�r agreement be drawn up so that acijacent ��roperties will be req�.�irecl �:o share in the cost of the NL 3rd St San.it�ry Sewer ratension, which was installed �to serv.ice the above ref�renced c.leveloprnent�. The prope.rties t.hzt will benefit now or.in the futurc from the sanitary sewer extension are Lhose located along NE 3rd St, those loca�Led wii�hin Monterey Terrace Addition Subdivision, and those �.�ctdi.t:ion�]_ propert.ie:� as shown on the attached vicinity map. A�L,�chc:�cl hc:i-ei.o �re L'l�e co �L cla�a lor thc installation. The lc�c3�l_ cic�scri��i�ions for th�se properties to bc� ineluded will be j�rc�vid�cl hy separ�te cover . I tr.ust th�i: thic is t}Zc inf:orm�tion r�c�uirecl to prepare the 1a1:�comers agreem�nt, if I can be of further assistance, please ic�]_ Lrce to c�l.l. S:i.nr.ere].y, ` , �- C/ �`( � �� Andy J. hy?�e1s, I:ylcels Engineer �. r . �_. g Group, Inc. ,.;:)01 11;:iril 11vr: SC� • Kunl, 1�:��1'�it1U�1? •(?UG) G31•G`�'�'3 COST DATA NORTHEAST THIRD STR�ET SANITARY S�WER EXTENSION FROM MOUNT OLIVET WAY TO I-405 RENTON, WASHINGTON TYie following costs are related to the 8" main line sani.tary sewer extension of 1,537', including eight (8) rnanholes: Base Contract......... .$ 97,552.00 l. Add manhole at 4•+•27•per.City.of•Renton.....Aaa..$ 1,800.00 2.. Add epoxy grout for each manhole at $500.00 each ..............................Add..$ 3,750.00 3. Up charge for working hours per City of Renton ...:.......................Add..$ 10,000.00 4. Add two (2) coats of "Koppers Bitumastic 300-M" to the interiors of all manholes ..............................Add..$ 3,600.00 5. Add,pressure testing at 150 p.s.i............Add..$ 3,OU0.00 6. Remove trench spoils and dispose, add r.rushed rock for backfill in trench . at $14.25 per ton x 4,000 tons ...............Add..$ 57,000.00 7. Overlay half of street with asphalt, tack coat, and restripe and replace buttoris, romplete with traffic control � at $54.00/ton x approximately 200 tons.......Add..$ 10,800.00 8. T.V. Inspection, if,required of nFw sewer only.......... ................Add..$ 1,915.00 9. Washington State Sales Tax ...................Add..$ 15,342.77 10. Bond........ ... ..........................Add..$ 2,448.00 . . TOTAL CONTRACT SUM ...........................$207,207.77 Owner to be charged or credited based on actual tonnage amounts. Unit Costs 1. Provide, place and compact select bar.kfill material, if required, at $12.75 per cubic yard. 2. Provide and install.additional manholes not in the street or right of way at a c.ost of $1,800.00 each. 3. Provide and install additional 8" sewer line, not in str�et br. right-of-way, at a cost of $35.00 per lineal foot. 4: �Saw cut concrete pavement below asphalt pavement at $3.00 per lineal foot x 3,000'. 5. Remove and dispose of concrete pavement at $4.00 per square yard x 80U yards. 6. Replace concrete pavement at $22.00 per square yar� x 800 yards. The unit prices above are to be executed by written Change Order only. � .. . ., ,,�. _..... .. , ��.,,��� . . . � '. .. � y � _ �•�-' . - : PROPERTY O �- . � . ERADCO � ' �� ' • , : . ... _.__,_.....__... .._ _ o � �. . �.. .. . ..._. _.. .___.____ ._._.._.._ _ . _.. _ � i . pp � - ,., � ; � . � „ : : , , . •� . : . , .. �'. . ._' . , . , :� . . . . .....r�.�.__.__ ; . - �. : -- -- _..__..__ , . ,. _ . � �z. \ . � . . . . • 'L � .r • . • ♦`� �i _.. . �.. . • .. •_ . . ♦'' ^ \ � � . f^'.. /� ._. � �'♦. . . " : \\` , J . ' ' ... ._.. �� � l� ..\ / __' . � . .,�,\ _ / •+� �" . - . 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J 11 W ��� - II � [;_ It it •CC �� �� II p ,J 11 W r'� II 1� �F • il . a 11 Li- �L M1 If �:C � 11 F- Ii O� nl I I �� II iy. �,q il �f� W w II Ju O �-- �� .rl H w Ii 7-?- '�' fl r ii�.+ W II w , .-+ u t- r r.-! u w o • � ,-wt p �i Ci G� I I H H �-� O" I{ W �:.i 1I iJ U _'� �"� I I.2 :'_ �7'^ � C..^t w I I� . w�� .. II J 3!f.' -� � .h �'� I I W � �� �� 11 J • .L W 1 t p I I lJ ► �", F- �+- � y I I 1- w�� H II :..5 M*'� O Z II Q � � � � I I �I1 f_ i"t• F- G� J �.' II H � H II i! W II � f,`� I�- fy ::. F- �j i,'.�i_ iL �--i 11 "'i '� L.tJ 3 �✓ rJ II � �i� �_.. S 11 '- ii � � �' ii O . • � �� �n u ,�: c;; r- �� W�L 11 _�CJ,-+ �1... y ii � �� �U tl p7�7M ✓ , ❑ , 0 DUF'LICATE REC:FIF'T�DUF'L'IC.ATE hFC�EIF'T -------------------------------- , C:ITY OF REhITON � CITY TREASURER REti %FCF'T : i i?—i i�°77 i�ih—?q-199i t C:ASHIEfi ID : C: 11:��'� nm • �----------___---�---�------------�----c—= = ��?!t!t hIISCE�Li�h�EQUS RE �16•17.�.iiii � JDE'� 12�17�r WK l3RDEfi t�?`134 31 � .ii'7S� 15.555.11.67.iiiii_iiiiiii � TI]TAL DUE ^ ^ �1ti,??�.iifi kEC:EIUED FfiOM= FhaW C��4EC:K $16r7i5.i��:l TOTAI_ TEhaUkFiED A 5�lhr7rS.�i�i -------------- C:HAPI(iE DUE �i i, i iij DiJF�LICr�TE f;Ei:EIF'T DUF'LIC:ATE fiEC:�TFT . e �% � � Earl Clymer, Mayor January 29, 1992 Mr. John W. McKenna, Jr. General Manager Fiorilla Northwest, Inc. 131 SW 156th Street - P. O Seattle, WA 98166 CITY OF RENTON Planning/Building/Public Works Department Lynn Guttmann, Administrator CERTIFIED MAIL #P 690 876 464 Box 66826 SUBJECT: LATECOMER REO.UEST NE 3RD STREET SANITARY SEWER EXTENSION (S-496) Dear Mr. McKenna: We are in receipt of your attorney, Mr. John D. Blankinship's March 18, 1991 letter, citing certain conditions .you would like the City to consider for latecomer reimbursement against the NE 3rd Street sanitary sewer extension you installed. The letter further states you would be happy to meet with City officials to discuss the matter further. The time has come to have this meeting in an attempt to resolve the latecomer issues that surround your sewer project. Informational data you need to bring to the meeting is the same data we asked for in our March 7, 1991 letter to you. The required information and submittals we need are repeated here for your convenience: 11 21 3) Map showing distinct properties that will benefit from the sewer; Legal descriptions of the applicant's property and the benefitted properties; and A proposal on how the pro rata sha�e of the main will be distributed among the benefitting properties. Please call Dave Christensen of the Wastewater Utility Section in order to schedule a meeting. His telephone number is 277-6212. 200 Mill Avenue South - Renton, Washington 98055 Fioriila Nor.,thwest, inc: � NE 3rd Street Sanitary Sewer Extension Page 2 If we do not hear from you within thirty (30) days, or by March 2, 1992, the Department of Planning/Building/Public Works will recommend to Council, that your NE 3rd Street sanitary sewer extension latecomer request be removed from the Council's agenda, and no further action will be taken by the City. Very truly yours, ���.12� - � Arlene M. Haight Property Management D:92-083: MH:ps CC: avid Christensen John D. Blankinship of Montgomery, Purdue, Blankinship & Austin /�I / ��` '�:, CITY OF RENTON ��� M E M O R A N D U M DATE: May 14, 1990 TO: Richard Anderson, Utility Systems Manager FROM: Dave Tibbot, Customer Service Manager � v, �� ATTN: Mike Benoit, Waste Water Section SUB.IECT: LATECOMER REQUEST N.E. 3RD ST. SANITARY SEWER EXTENSION (S-49G� � PETITIONER: JOHN W. MCKENNA, JR. AND � FIORILLA NORTHEST� INC. Attached please find copies of petition letters for a latecomer agreement from John McKenna, Jr. and Andy J. Rykels, representing Fiorilla Northwest, Inc. These letters request reimbursement toward the original cost of sanitary sewer improvements installed in N.E. 3rd St. from Mount Olivet Way to I-405. In order for Property Management to prepare the latecomer agreement, please provide the following information: 1. Verify cost data submitted and determine dollar amount eligible for recovery. 2. Establish latecomer boundary and identify which properties will draw direct benefit from the sewer. 3. Method of assessment. 4. Are there any special considerations we should know about? Please respond within ten working days or by May 29, 1990. If you have any questions with regard to this request, please direct them to Arlene Haight (x6209) of my staff. Thank you. Attachment S -496:AH: jg FIORILLO NORTHWEST � e INC. n ������� D May �, i990 MAY 0 3 1990 Ci fY OF REN i UfV ' PUBLiC WORKS Ms . Ar lene xaight CUSTOMER SERVICES Property Management Specialist City of Renton 200 Mill Avenue South Renton, Washington 98055 Regarding: Northeast Third Street Sanitary Sewer Extension Latecomers Agreement Dear Ms. Haiqht: Pursuant to our conversation of earlier today, enclosed please find a copy of the letter, attached sketch, and cost data breakdown as forwarded to the Mayor and City Council in October of 1989. The project is now complete and actual costs incurred could be prepared and forwarded to the aforementioned for final approval of the Latecomers Agreement. I would appreciate it if you would please process our request for finalization of this agreement. Should you require any additional information, please feel free to give me a call at 241-2600. Thanking you in advance for your attention and cooperation in this matter, I remain; Sincerely, ohn W. McKenna, . Genera 1 t�lanager cc: File JWM:kar Enclosure 131 SOUTHWEST 156th, SEATTLE, WASHINGTON 98166 •(206) 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 � !wP!i� r i�y �,�i' �'"';?Y � , . lA � •,r��l ; r �' °" ';r: ;j �j ` � ,7��'�'"jit. ' �ci16:h �.��!�.''' � � � �I :.r_J:: �y`;�'J, f 4. 7he Ry�cels Enc�ineering Grpun Inc. Consulting Enc�ineers - Civil, Municipr�l, Subdivisions October 22, 1989 T0: Mayor and City Council Municipal Building � 200 Mill Ave. Sputh � Renton, WA 98055 SUBJECT: NE 3rd St Sanitary S�wer Extension Fro�n. Mount Olivct Way to I-405,. Re�i�,an, ,WA. 1-Ionor�ble M�yor and Memuer.'s o:� the P.enton City Council: On behalf of Fiorillo Nor.thwest, Inc, we hereby respectfully , request a latecomer agreem�nt be drawn up so that adjacent � properties will be required i�o share in the cost of the NE 3rd St San_itary Sewer Extension, which was installed to service the above referenced cievelopment. The properties that will benefit now or in the future from the sanitary sewer extension are those located along NE 3rd St, those loca�l.ed within Monter�:y Terrace Addition Subdivisiqn, and those additional propert.ies as showiz on the attached vicinity map. Att�:�ched hcr��o z.re tl�ie cost data ror thc installation. The legal descriptions for those properties to be included will be provided by separate cover. I trust that this is the information required to prepare tlle latecomers agreement, if T ca?z be of further assistance, please feel free to call. ;� Sincerely, � v v `- � Andy J. Ry e1s, Rylcels Engineer .v- —�'� .F. � Group, Inc. ;';l:;p 1 1 fS:iril Avr: 51:- �{<i�n�, VJi� �t30�12 •(2UG) G31 •G`�'�f3 � � ...._. _ . : • '•. ..-_.... ....: . - •.. .�� ��. ,,.,,� �I . • - , , , � . , ERADCO PROPERTY � � �. O ' '�� , ." � � � , _ _ ..._ �; � . , .� , � � . ...._ __. ._ _ _.______.__.... _ __ . .__..._ _ � . . � � ° �-- - ' � / �.� � � � ' � - . : - � �� � ..r ___ �.., . . �: .. � ; - = -G�? �, �.•. :<: :. •..: � - , - . • >•. ,J ,•\ ^ _ . .. Lr . ` _ ._ . � '�• � C . : . ;� -_ -;,. _. _:;. � .:� ' _. ` � � �� ,\ . . �,;; � . — - . _ _ —:'•� _�~ �� . ,\ ` ' � , • `,, \ � � , � .\� `` � O ��J .,' t.. . .� � _.. � Y � � � .. . l�//iy �, ' _._ �., . ' � r-� �� _ � � � ` �ii�/ �'. �" � _ . 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' • . - . . �� �.`.--' / � /i •.� _ r- CEKTRON �. ; "' //Q � - -'- : . -� ._ O� - � . , PRO�ERTY � . _ � �• .. _^ � _ _ - �O � � - -�. � , �.� t ' ` `� . - _ • _ - :i - � z � `-- _ , ,' - `;' ', _ _ �� . �:, " -� :- � . - - � . . _ , •'�. - f, -- . . - . -. � _ ' � % � � _ . �: �I 4" .: a =�^f - . . � . � � S�1 " - . � ' - - ' � ' ^ = , �' ,, ;- J � � , � . . . - - � y - - ' � �._ O.� _ , �.e t:.. ~ � � � Y � - �-5- � . -- � �: :� � `: _; . O p— : ii � J I _ >i - ------ - _ ✓� '-. .v ', �� ��` � Z ' � � 2 �! : , . _ _ . ..._ � � .. � � ,. .._:.. . . ,; > _...... - .�_�_...._.._-------._._ _ . . .. � .. ' . ._. . , . . : . . , '�� t _..._. � ' : . . . .. ............. .,_..�,: ... � ` _ _ __. .: : .... ' _ ,. . ..� . __.... _..... .../ , :� - • � _ ... .. . . ,. • � , �_ � ., . . . , .. - . . . ... • - , . � . ... - // � / - .�, . - ,y ... . .. `''�.� � �I' .... .. _ ._.. , . .. . . _ . - _ ., .. .,... . -. , .._ .. • • • • • • • - � --�-- .__..., . ... _.._ . � j , . . ... .: :.-. .. . J � �� . _ , r' ' f � ., _ / .- . .. .. .--.. . . .. � _.. ..... . . -. . . .• -:... . .• _ .. .. .. ., _ . . . . , . . . .. . .. . . � . � . . . . ,/ . ,. , j ., .... - Z/ 1��i`rS � ` x: - . • : - � r . : �- - y a � �c r � ' ,z . '' � i�1. " �n� - ' i^ � ; � � � S ^ -' � `-r _,, '- Y -�,e i .�� _ _ ,� � �' _ 'F� �. 1. . . =�': . • . •- -' ' .. .- -. . . .. -' • -'- - • - "-- - _ _ . - _. _ --.- .. _. - • -. �' -- . , � COST DATA NORTHEAST THIRD STREET SANITARY SEWER EXTENSION FROM MOUNT OLIVET WAY TO I-405 RENTON, WASHINGTON Tkie followiny costs are related to the 8" main line sanitary sewer extension of 1,537', including eight (8) manholes: Base Contract ...........................................$ 97,55?..00 1. Add manhole at 4+ 27 per City of Renton.....Add..$ 1,800.00 '�� 2. Add epoxy grout for each manhole ,.�.�� at $500.00 �ach ..............................Add..$ 3,750.00 3. Up charge for working hours per City of Renton ...........................Add..$ 10,000.00 4. Add two (2) coats of "Koppers Bitumastic 300-M" to the interiors of all manholes ..............................Add..$ 3,600.00 5. Add pressure testinq at 150 p.s.i............Add..$ 3,OU0.00 G. Remove trench spoils and dispose, add crushed rock for backfill in trench at $14.25 per ton x 4,000 tons ...............Add..$ 57,000.00 7. Overlay half of street with asphalt, tack coat, and restripe and replace buttor►s, complete with traffic control at $54.00/ton x approximately 200 tons.......Add..$ 10,800.00 8. T.V. Inspection, if required of new sewer on1y ............................Add..$ 1,915.00 9. Washington State Sales Tax ...................Add..$ 15,342.77 10. Bond .........................................Add..$ 2,448.00 TOTAL CONTRACT SUM ...........................$207,207.77 Owner to be charged or credited based on actual tonnage amounts. Unit Costs 1. Provide , p lare and compact se lect backf i 11 mater. ia 1, if required, at $12.75 per r_ubic yard. 2. Yrovide and install additional manholes not in the street or right of way at a cost of $1,800.00 each. 3. Provide and install additional 8" sewer line, not in street or right-of-way, at a cost of $35.00 per lineal foot. 4. Saw cut concrete pavement below asphalt pavement at $3.00 per lineal foot x 3,OOU'. 5. Remove and dispose of concrete pavement at $4.00 per square yard x 80U yards. 6. Replace concrete pavement at $22.00 per square yard x 800 yards. The unit prices above are to be executed by written Change Order only. r � � r ,. % .. / _ _.. - ....- . -.- / _: :: � . ,. : ... , - _ - - - - �. . __. .. - _ .. __ _ . .. . : : .:- - ..: _ .: • - .- . . ... . :. .. _ .,- _._- �. - -_:�-u-�•�,_,;�� � _�.,� ��=:-_._ --=�L: , - — _ _ _ . .. • -�- -` ---- - . • ;'- - . ._.__ - � ' `�,_`:.;� "� .`` t?: � !.-;. ,�: _s��3�--- �-'..::_:.-_ _ _ , , . _, �. '' __: � . �_�-._c'Ea� ..-:Ti�va.� � _ � i r IlA ` �, ; /� �:: c�c :s� ' y�,c_ `-c.�-.�_� . . (y' .. . . . . . "�tsY ��" V' � .. • .�. ., � � � � � C7: i!�'`=T-T1/�'...r;?.'�-�c'sc+�"r_-� `._. .... -. ' . . .. F-n"r.sY• ' =Z�i+1�-., *1 . N � G i M A Y ' 1 `�-�-�-�.. • ° - •ao , . -s' - -��. t ` . . ,o �� �9°.C�% �'R`,�-; :.�'��---�`— �._ !,._.__ . _,. ,o � �. � ... . - - -- - - --. . _ _ - --- -- -- - � � o• Z - � O _ . . � � Z N �� 3 � � J � � � W N � � O o�o Z `o �o � X J O � m O � Ms. Arlene Haight Property Management Specialist City of Renton 200 Mill Avenue South - Renton, Washington 98055 � _' ..: '��." • '`.� E__: ' ' .,'�-: ...... . :: f ` �; �:> ;:: � : _:>: �:: -:; : <:: ::: : , :. , '.:. ,�. ._.'.._.,. .": ,.;: ::'.::. . . . (i�1��l��l,�l�i�:i�i�,i�l�t�ll,i . . - -- . ------ � PUBLIC WORKS ADMINISTRATION A�•tion Assigned to: � C To be done by. File: _ _ Put in Pending folder: `� Copy for: From: � �� Date: 2 � �in.ow � cn�as wv� `-`�� �'L` -, �, � S r�u,�N . ��. Ca� �-wa��S � `` — ��� � ���a,�t ������ y� So�,�r�o�" C � ��N, �'��/�� ��-� ..�� � . �.r, ; �._ � ��� c,��..-e ,�� �x C�-•�-C�(_ � �--, v� �.� -�'� � �`-�'ti ; . . �--� �,Q-�.-� � � ����-� ��� �z' �L� � �.c r� �_,� � � � � � �..� � �'« 1 r �,..,� ?� � � � `�,�,�-�.�� ��e-� (���-`�o �a �Q �(/�er �.< �� _�� _/��( � C� ti�-a.-� ���.C-@.t� �-�-� 1_, _- �lll�-.-c--�-�-_ � � �.2. �,c.,2.�.�. ��-e--v .-.�� ��,(.�u �-2-- C�.�-� 1 .� ��-�--� . �_. � �L�c.�.� �i �-= . ..IL TO: FROM: CITY OF RENTON Lawrence J. Warren, City Attorney Daniel Kellogg - Mark E. Barber - David M. Dean - Zanetta L. Fontes - Robert L. Sewell , Assistant City Attorneys ' �/�y PU[3LIC '�.. .� CITY C.ii '.._ J��y 3i, 1989 Lynn Guttmann, Public Works Director Kenneth E. Nyberg, Community I)evelopment Director Lawrence J. Warren, City Attorney RE: Mount Olivet�American Memorial Demolition Debris and Leachate Piping Dear Lynn and Ken: This topic is extremely otd and tiresome. We have been directly and indirectly involved with litigation on this topic, and finatly resolved the dispute. In any event, the American Memorial site is being filled with construction debris pursuant to a City of Renton permit. The site is being monitored by the King County Health Department. Of major concern to the city is the leachate control. As I understand it, the Ieachate is presently being trucked from the site to Metro. Metro has now required the leachate to be directly piped to an adjacent Metro interceptor. The connection must be made by October 1, 1989, according to Metro's timetable. Apparently a plan has been submitted to the city for approval. The engineer now feels that the city is dragging its Feet on the approval. I knoa� that your staffs are extremely busy and that there is probably no more delay involved than that inherent with any project. 1 also know that dealing with the owner of American Memorial has been difficult, and that if he is involved in submitting the plans they may be of insufficient detail for the city to pass upon. The owner of American Memorial has a contract to permit the dumping. The attorney for the owner of the right to dump has contacted me and asked that we give some special attention to this review, as they are faced with a Metro deadline. So far the attorney for the contractor doing the dumping, and the company doing the dumping h�ve been cooperating with the city, to the best of' my knowledge. Having conveyed this message, I will let you determine the priorities within your department. r �� , , �; _�`�.{ Lawrence J, Warren LJW:as. cc: Mayor A 8.45:73. Post Office Box 626 - 100 S 2nd Street - Renton, Washington 98057 -(206) 255-8678 � � ' CTTY OF:RENTON, WASHINGTON RESOLUTION .NO. 2164 `WHEREAS.�it is ,advisable.t,o provide ancl establish definite guiclelines and standards c.oricerning`the.installation of utility lines within the City; and WHEREAS..the City does Yiereby.:set forth such appr.opriate g,ui.delines for the.beriefit.of the various departments of the City �10iv THEREF�RE . BE IT RES.OLVED BY THE CITY OOUN,CIL OF THE CITY QF REr1TOP1, GJr'�SHINGTON,•AS FOLliOWS:;.... , : SECTTON I:..The.followir�g..standards and guidelin�s are herehy �stabli�heu and shall.be.generally adhered to by the vario.us City departments in dealirig.with and consider.ing the installation of util:ity. lin�s within the City.;-. � A.. All;U.tilities within.the'City of.`Renton will be extended .,in a rrianner in and along r.outes wliich .eomply with the comprehensive plans; o� the City of Renton. B. If no:such,comprehensive plan exists,.then the uti].ities will be extended and installed in a manner as to.best serve the.citizens of the Gity of Reriton C. It is ;'�realized and .acknow.ledged by the (:ity Conncil that the selected route.or r.oute.s:may..not necessar;lly �,e: the shox�test or most inexpens.ive. route for t.he , lnstallatiori of such utiliti�s but wi.11.,bes.t serve the City ov,e.r:an extended pericid , `of. time . , ,.. . .. n. If the roizte as : established by :tYiis: Res�luticin is . . ,. significantly more ex�ensi,ve than.other:potential routes then.the,.City will study,sueh routes and if it is.. determined:.that said routes a.re for the general.benefit o.f. the City, but signif.ican�ly :more expensive f�r 'the abutiirig landowners or others sharing in the expense of - the installation.of th,e utilities, the Ci-ty may.par.ticipate in the`payment of the.installat.ion of s.uch ut:ilities.as � long as the:system is:.:within'the City 1iMits: SECTION�II: These standards and guidelines.shall'be.`and�: i^emain in full� for,ce and eff.ect until. modifieci. or amPnded by the City Council. . _ , PAS.SED BY ;THE C.ITY` COUNCIL :th�s. .6th. day of February,l978. . ,� �:�: : ; .:: . . ;.. . „ : elore.s A. ead'� i�ty C er. k. , .. . APPROVED BY THE MAYOR thi:.s 6th day. of FeArua:ry��978.• . �f_ � ,� ._ •�� !c-. � r � ,( �:t t� �.� �r �� !� ' r. . •. . . � . �_— . . �pprp�ed as t` f.orm Charles�',. , Delaurentiy Mayor �u� Y-Z��.c;� . . ,. , . �J��-�-►^Ey�.i � � ,- orne ���'�"�genc�. . ren, .: Y . Y ; . , ��- �l C��l . _ � ,--�. � -�-v�� �. i � , � ' _ _ __. ._ ._-_. � � � i .... _ . . '_ _ _' ' '. .' '_'" .�.__ i � ` �V CV �"� � � �V . . il ___ ' _ _ -_` __`_ _ ! I ( ) _' _' ' " -.., I� � Y � O"� ^� { \ �✓ Yr V -`�� OVL �L/� 4 V`-' I+V✓ '(I -- ._- - _ ; � . �� ��, '-.� - c� � �o�% _ �otzT"l.�s � �t c� - .;� , `'—� ,��1� ��� i �t�c..J �� �i� �r�-S �___ _ - .— -_ _. ... ��� (,�c�� � d-�� � � �� �.� � �. ._ .�-----_ .:: ({o�l �tz �`�� ��� O�� �o� � . 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I � � . . . _ � ` "`y // ��� _ _ "__._ __ . ___ ____._ (����� ___. __._ _- �. _. _ -- __ . __.r_ _ .. _. _._ .. _..-..,+._ - _.T- -� ,� - '-�-(_./-- ll \/ . __ __ . - --- -- I .-- _ _._ -_ _ ._... _ _ � — � c� c_✓ on� ' — C:L� - ---- --._ ... . .��--��~.. _ �—_ - — --- -------- ----_ _... -- �� ---. _ _---- - G���-�- � � -- f � ----,---�- � - _ ��W _ __. � v� _�- �--��- _.r�__�_�._ �- -- --'-'-' - 'r--��- --^-�-' ----------' ._'^�.---- � ---.- - � - -�.�._�--_.'.-_"-.--.�._-,-^--,.'�'^' -"-_--'-.-...... ------..-_._.- . - • '._ -'.� --.--�•---___�_-_!_ T---'-. , _ , -- • - '_-�' -- ,' . -.. .. . . - . -. - �-'. ..� - .v.__.. ,__ r , ._ � . _ • _.- . _ . . ....__.�-.-.-, . - ..,_.._. _. _ _. -� _. -.�_--_..-. __..;-_'-' ^� .__ . .-...� ,.._... _. _��. . . _ -......_ �.:- . �,. ..� �.----. �� _-.-. .... .� .._-" '--" - � , O ,��� � ��-yv'-d . .- --- . __-� _ _--�- _ ._�— _- - �-- - -- ---- ... � ---_�� .l�`-_._.__ _ _ _. .�/`e_"c� �._.. _.__._.. _ , _ , _. ---� --�-,. _..: _. _ -- _�-----.. �_�.L:_ � _. _ r - ___ _ � -_ ._,. .-- -- ---- - ---. _ � _> -._ , n .. . __ -: --� _ .. ,:, . ___ _. ___._ _.�__�.} �_ r Y�,��_ -�_ .��.:. , __� _. ._ . ___--_ _ _ _ -_ __. ._.___.__�--. _�---i-{_ _�� _� _-_.e_ :_- _____.. -,_ . -- ,- � _...,_�-- _ .�.._ .�_,_.�-_. _. � .�._. .-. - .- _ .__..._._ _, .;_;—_ _�. _�_ e,��-� � _..____ __ _ � --- ----f-�-- -- -- . ------�-- --T--- ---.. .. . c. :: �: �:��:: � ��� — Earl. Clymer, Mayor April 13, 1990 John McKenna Fiorillo Northwest, Inc. 131 SW 156th Seattle, WA 98166-0826 �� `,r�`':� r� CITY OF RENTON � � Public Works Department LynR Guttmann, Director SUBJECT: FINAL ACCEPTANCE OF SANITAR.Y SEWER MAIN INSTALLATION ON NE 3xn STxEET (S-496) The City of Renton requires the following items be completed prior to final acceptance by the Public Works Wastewater Utility Division: 1) 2) 3) MH #3 manhole cover is warped and shall be replaced. Broken curb west of the NE 3rd Street and Bronson Road Intersection shall be replaced. As built drawings shall be prepared and approved by City Staff. 4) Cost data inventory sheet for sewer facilities to be turned over to the City shall be prepared and shall reflect the approved as built lengths and quantities (blank form attached). 5) 6) Bill of Sale for new City sewer facilities shall be prepared, executed, and ready for recording (blank form attached). A maintenance bond in the amount of 10°r6 of cost data sheet total cost shall be provided for a one year time perio.d. 7) Payment in the amount of $16,775.00 to.cover the overlay requirement of the sewer main installation including paving and final adjustment of manholes, valve covers and monuments within the reach of your improvements. Upon satisfactory completion of the above mentioned items approval for the installation will be granted. Please be aware, however, that this will not constitute approval for connection. If you have any questions, please contact me at 277-6212. Very truly yours; � i1i� _ ---- - -� � __.._. avid �. �Ehris�e� n lv� Utility Engineering Attachmente d/NE3rd/DMC/bh 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 � ' '; � � � Earl Clymer, Mayor September 13, 1990 CITY OF RENTON Department of Planning/Building/Public Works Lynn Guttmann, Administrator DiOrio Construction Co., Inc. P.O. Box 649 Maple Valley WA 98038 Subject: Release of Bond �400HM3321 Location of Work: N.E. 3RD STREET IlIVIPROVEMENTS Gentlemen: This letter is to give notice to the surety, ST. PAUL FIRE AND MARINE INSURANCE COMPANY,_Q�the release"of �e atyove mentioned bond in.the amount of $207,207.77 for work cornplete on:Permit #73 9./ Ve�y truly Waste Attachment bondrele/N.E.3RD ST. IMP. PL:ckd 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 �� � eond No. 400HM3321 f�CRMI T OOrID, �..,. ,_ KNOW lll,l. MGN �Y TIi�SE PRESENTS: Thet pp � c y, ore held nnd Plrmly bound unto the CITY OF RENTON, a mun,�cipol corporotivn of the Stnte of Wnshin �Qn in the pCnol sum Of Two Hundred Seven Thousand Two Hundred Seven and 7�/lOb lowful monoy of the United Stotos oP 1lmerlcn, Pox the paymenC oP whlch, w111 pnd trulyl to be made� Ke firmly b�nd ourselves� and each o� our heirs� executors, admin�strotors� end ass�gns� �o�ntly ond severn�ly by these presents. , Diorio Construction Co., Inc. o� Maple Va11ey, Washington pg Pri�clpol� end St. Paul Fire and Marine Insurance Co. a weshingtcn corporation os Sur t ' Sealed wlth our soals and dated thls September 13, 1989 'fHE CONOXYIO�� OF YIiC FORECOI�IC OD�XCATYOra YS SUCH� thot, YIIICREAS, the obove nomed PrSnclpol Itios appXiod �or o permit, pursuant to the provislons of Ordlnnnce No. 3205� to do certain work on a Ctty of Renton roodway, sLreet� olley� avonue� or othor �ublic place� during a perlod ending Sept. 13. 1990 NOW 1'HEREFO(iE, if the above nomed Pr1n��pe1 shal� lndemni�y or+d savc harmless the C1ly o� R@nton� from all claims, oc�ians or domages of evcry klnd and deseriptlon wh,tcl� moy accrue ea a resu�t ol' opening end/or wockinp upon eny rondway� street� alley� nvenue, or other public place� by hlm or those !n hls employ� in lnstelling or mnking connections with ony publlc or prlvate sewer or water system, or ony other purpose or ob�ecC ahotever� ond thnt he will renlnce end rr.store such roodway, stxcat, ovenue, olley ox' other publlc placa Co as qood e stnta ar conditlon as ot the time o� the eommenCement ot soid woric, a�d maint�ln tl�e some in flovd order to tho docided sntisPact�on of Eho City oP Renton Enqinoec, and thot he wlll comply with a,�l !ho provisions ot his or thai� �ronchi;o or permit� end alx resolutions or �notruments relatinp thexato, then this obliqotlon Eo be void; othez�wiso to remain i� full �orce and effect. . The itabllity unde� thJ.s bond t9 �nr a period of ono year �rom Sept. 13, 1989 to Sept. 13, 1990 ond may be extended by the surety issuing a Continuet�o� Certil'lcute. Diorio Construction Co., Inc. B y,� /'� �-t�.�' St. P 1 Fire and Marine Insurance Company i � � � . �, ay ./.--t.:ii� �. /:%: -.� �'i - Cindy, . Villasista, Attorney-In-Fact IJ.03 A/23/07 � 0 v APPLICATION ONLY - UNTIL VALIDATED Owner Address PERMIT ��� � � NUMBER PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTON Location of Work �z ,�� � ��� .�-t� ���F INSPECTIONS Description of Work and Number of Feet �v� �� �� Contractor � / Address _ Business /� License C/ �� � Bond � 0 IT IS UNDERSTOOD THAT THE CITY OF RENTON�SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. � CAI�L 235-2631 FOR INSPECTION. Call between S AM and 9 AM for � inspection in afternoon; call � before 12 Noon the day before � for inspection in morning. ! SPECIFY TIME FOR INSPECTION. ' CAt.L 235-2620 for street signs and lighting. FEES CONSTRUCTION Side Sewer Storm Sewer • PERMIT Right-of-Way Construction .GY� Sp. Utility Conn. Fee - Water (Public Right-of-Way) Water Latecomer Fees Water Insp./Approval Fees Sp. Utility Conn. Fees - Sewer Sewer Latecomer Fees Sewer Insp. /Approval Fees � '2'�, 1j Date ssued Inspection Fees - Special Deposit - CASH BOND Expi ation Date TOTAL FEE y����� /� APPLICANT PUBLIC WOR CALL BEFORE YO 48-HOUR LOCATO 1-800-424-5555 � .. �,. � .. c. �� �- y +.,.-� �rw.....r : � `.� '3:. Earl Clymer, Mayor September 12, 1990 Mr. John W. McKenna, Jr. General Manager Fiorillo Northwest, Inc. 13] SW 156th Street Seattle, WA 98166 SUBJECT: Dear John: CITY OF RENTON Department of Planning/Building/Public Works Lynn Guttmann, Administrator NE 3rd Street Sanitary Sewer Extension S-496 Final Acceptance Per our conversation of today, please find attached a sample Bill of Sale and Cost Data Inventory form indicating quantities of facilities to be turned over to the City as well as sample language for the Bill of Sale. Blank forms are provided to you to convey the sewer main installation on NE 3rd Street to the City of Renton. I also reference your letter of May 1, 1990 to the City of Renton. - Items 1, 2 and 7 have been completed to the satisfaction of the City of Renton. , - Item 3(as-built of construction plans) has been submitted to and reviewed by the City of Renton. Mipor modifications are required, which baseline engineering has agreed to perform.✓ - Items 4 and 5 are covered in the first paragraph of this letter. - Item 6, Maintenance Bond, has been provided by Diorio Construction; therefore, you ✓ are no longer obligated to this condition. Upon completion of the above referenced items, this project will be considered complete. Connection from this line to your facility requires an engineering drawing showing the side sewer location and elevations. Upon review and approval, a side sewer permit will be issued. _ -- i , If yo�fiiave any/questions or req / V /ry truly ou �� �% J ���� %� ' � � , v" id Iv�C� is�tehsen Waste Water g'ngineer 90-281:DMC:ps Enclosures additional information, please contact me at 277-6212. 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 FIORILLO NORTHWEST � � INC. May 1, 1990 Mr. David R. Christensen City of Renton 200 Mill Avenue South Renton, Washington 98U55 . _ _ - �� �-�`�' � �� : � �� TO N Regarding: Final Acceptance of Sanitary Sewer Main Installation on Northeast Third Street (5-496) Dear Mr. Christensen: I am writing this in response to your letter dated April 13, 1990 regarding the aforementioned. Upon review of the following items addressed in your letter, FNW is proceeding as listed below: 1. �� �� 4. �� � The warp MH cover is being replaced by DiOrio Construction and should be complete by Monday, May 7, 1990. The broken curb West of Northeast Third Street and Bronson intersection will be replaced by Di.Orio Construction and should be complete by Monday, May 7, 1990. FNW has contracted with Baseline L•'ngineerinq to perform the as-built drawings and we shall deliver to the City of Renton on or about June 1, 1990. Upon completion of the as-built drawings, FNW will provide a cost data inventory sheet for sewer facilities for your review and approval. Upon completion of all of the items within the contents of this letter, we will prepare and execute a recorded Bill of Sale with the City of Renton. As discussed in our conversation, FNW will provide a Letter of Credit in lieu of a maintenanc.e bond in the amount of 10� of the cost data sheet total. 131 SOUTHWEST 156th, SEATTLE, WASHINGTON 98166 •(206) 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 Mr. David M. Christensen City of Renton May 1, 1990 Page 2 7. We have deleted the cost to cover the overlay requirements of the sanitary sewer main installation, including paving, final adjustments of manholes, valve covers, and monuments within the scope of our contract and hereby authorize the City of Renton to perform the aforementioned work as outlined in your letter. We therefore are enclosing a check in the amount of $16,775.00 representing payment in full of these services. Should you require any additional information, please feel free to give me a call at 241-2600. Thanking you in advance for your attention and cooperation in this matter, I remain; Sin�erel rJohn W. McKenna,, Jr. General Manager cc: File Baseline Engineering DiOrio Construction JWM:kar Enclosure � :y �- � � Earl Clymer, Mayor March 7, 1991 CITY OF RENTON Planning/Building/Public Works Department Lynn Guttman, Administrator Mr. John W. McKenna, Jr. CERTIFIED MAIL: P 174 966 447 General Manager Fiorilla Northwest, Inc., 131 SW 156th Street - P. O. Box 66826 Seattle, WA 98166 SUBJECT: LATECOMER REQUEST� NE 3RD STREET SANITAR.Y SEWER EXTENSION (5-496) Dear Mr. McKenna: We refer you to our July 26, ] 990 and December 4, 1990 letters, copies attached. In response to these letters, your engineer Andy Rykels of Rykels Engineering Group, asked to meet with City staff to discuss certain submittals required for developer requested latecomer agreements per City Code Section 9.5.2, Ordinance No. 4189. Dave Christensen of the Wastewater Section, and I met with Andy Rykels on December 14, 1990 and went over the specific submittals we need in order to process your latecomer request. They are as follows: 1) 2J 3) Map showing distinct properties that will benefit jrom the sewer; Legal descriptions of the applicant's property and the benefitted properties; and A proposal on how the pro rata share o� the main will be distri6uted among the benefitting properties. We also discnssed the criteria used for determining "benefit". Simply stated, in order to determine which properties would benefit from the NE 3rd Street sewer line you installed, the properties must front the line, not already be served and benefit by gravity. Mr. Rykels stated at the meeting that he would provide the above referenced submittals in a timely manner. It has been almost 90 days and we have not heard from your engineer. If we do not hear from you or your engineer, within thirty (30) days or by April 15, 1991, the Department of Public Works will recommend to Council, that your NE 3rd Street Sanitary Sewer Extension Latecomer request be placed on file and that no further action will be taken by the City. Very truly yours, C��.�ti��� h� Arlene M. Haight Property Management 91-203:AMH:ps CC: David M. Chriatensen Andy Rykele ����� �.�-- , ( � 200 Mill Avenue South - Renton, Washington 98055 a ��._. � Earl Clymer, Mayor December 4, 1990 Mr. John W. McKenna, Jr. General Manager Fiorilla Northwest, Inc. 131 SW 156th Street - P.O.Box 66826 Seattle, WA 98166 CITY OF' R�NTON Department of Planning/Building/Public Works Lynn Guttmann, Administrator SUBJECT: LATECOMER REQUEST� NE 3RD STREET SANITARY SEWER EXTENSION (S-496� Dear Mr. McKenna: We refer you to our July 26, 1990 letter, copy attached. As of this date, we have not received a response from you with regard to the additional information required in order to consider your latecomer agreement request. Per City Code Section 9.5.2, Ordinance No. 4189, the following three items are required of the developer, prior to processing a latecomer agreement: 1) 2) 3) Map showing distinct properties that will benefit from the sewer; Legal descriptions of the applicant's property and the benefitted properties; and A proposal on how the pro rata share of the main will be distributed among the benefitting properlies. If we do not hear from you within thirty (30) days or by January 15, 1991, the Department of Public Works will recommend to Council, that your NE 3rd Street Sanitary Sewer Extension Latecomer request be placed on file and that no further action. will be taken by the City. Very truly yours, / �t � Arlene M. Haight Property Managemen 90-443:AMH:pa Attaehment 200 Mill Avenue South - Renton, Washington 98055 _ .. , �i �`� �, • „i� ; � �d?� Earl C(ymer, Mayor July 26, 1990 Mr. John W. McKenna, Jr. General Manager Fiorilla Northwest, Inc. 131 S.W. 156th Street P. O. Box 66826 Seattle, WA 98166 , CITY OF RENTON Public Works Department Lynn Guttmann, Director SUBJECT: Latecomer Requesr N.E. 3rd Street Sanitary Sewer Extension (5-496) Dear Mr. McKenna: We are in receipt of both of your 10/22/89 and S/1/90 latecomer letters of request for reimbursement towards the 8" sanitary sewer main you installed in N.E. 3rd Street from Mt. Olivet to I-405, together with your map and the itemized cost data for the project. Your submittal was forwarded to the Waste Water Utility Section for their review. Their findings are as follows: The map provided is a copy oJ our sewer schematic which we know is outdated and does not show clear property boundaries. On this map, they show Group Health, the Mt. Olivet Reservoir, the plat oj Monterey Terrace, and Brighton Ridge Apartments. All of these properties are currently being served and will not benejit from this sewer. Also shown is the Eradco property, which would drain to the Metro Interceptor in Maple Yalley and thus would not beneJit Jrom the Fiorillo sewer. Method oj assessment should probably be by jront Joot. The boundaries should be based on 1he properties or portions thereoJ that front the line. The properties that would benejit would be those which Jront the sewer and are not presently being served. The cost eligible jor recovery would be the cost oJ the sewer divided by total Jront jootage times the jrontage oj the benejitting properties. It is the Waste/Water Utility's suggestion that this request be sent back to the developer so that hrs Engineer can provide us with a: 1) Map showing distirrct properties that wi!! benejit Jrom 1he sewer. 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 � .. ;- � .. Fiorilia Northwest, Inc. Page 2. 2) Legal descriptions of the applicant's property and the benefitted properties, - and 3) A proposal on how the pro rata share oj the main will be distributed among 1he benejitting properties. These three submittals are required for developer requested latecomer agreements per City Code Section 9.5.2, Ordinance No. 4189. (Copy attached.) Upon receipt of the additional required data, the review of your latecomer request will continue. If you have any questions with regard to this matter, please call Dave Christensen of the Waste Water Utility Section or myself at 235-2631. Very truly yours, /''{ • / . _: � Arlene M. Haight Property Managei 90-188:A.MH:pa CC: City Code Attachment 0 0 �� /n� CVL�// W �., �- i� � � S G �7 a { � � � �. r L. �� �. �i � , ..� � , Earl Clymer, Mayor CITY OF �� �� �� RENTON Department of Planning/Building/Public Works Lynn Guttmann, Administrator I Octob I r 3, 1990 I METRO � 322 W. Ewing St. . Seattl i , WA 98119 Attention: Bruce Burrow Subjel t: Fiorillo Northwest - Mt. Olivet Land Reclamation IRequest for Revision to Metro Site Permit Application Dear �Mr. Burrow: We are in`receipt of your letter dated September 21, 1990, regarding the We appreciate Metro's inclusion of the City in the permit requirements. i subject project. Fiorillo Northwest's request to increase daily discharge of 25,000 GPD to a maximum of 93,600 GPD until Dec. '91, and 60,480 GPD thereafter, is approved by the City of Renton withl the following conditions: I l) I In addition to the GPD requirement, a maximum GPM requirement be included in , the permit in order to facilitate daily peak flows encountered by the City. Therefore, Iplease include a maximum 65 GPM allowable through December 1991 and a maximum 50 GPM allowable thereafter. 2) � In order to assure that peak flows are not exceeded, Fiorillo Northwest shall install a meter which is accessible to City staff at all times and shail grant the City an access easement allowing City staff to read and monitor the meter. This meter shall also be , utilized for billing purposes. 3) 4) That all required correspondence between the applicant and Metro be copied to the Utility System's Division of the City of Renton Public Works Department. A side sewer shall be installed to City of Renton Standards including the review and permitting for construction. If you have any questions or require any additional information, please contact David M. Christensen at 277-6212. Very truly yours, I , � ) � L�'��� �---__� Rilchard J. Anderson, P.E. Utility Systems Manager DIS-OLVT/RJA:DMC:If 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2569 October 3, 1990 METRO 322 W. Ewing St. Seattle, WA 98119 Attention: Bruce Burrow CONCURRENCE DATE �� -3 90 AME� IN VDATE 7�J 2— -_..._�� Subject: Fiorillo Northwest - Mt. Olivet Land Reclamation Request for Revision to Metro Site Permit Application Dear Mr. Burrow: We are in receipt of your letter dated September 21, 1990, regarding the subject project. We appreciate Metro's inclusion of the City in the permit requirements. Fiorillo Northwest's request to increase daily discharge of 25,000 GPD to a maximum of 93,600 GPD until Dec. '91, and 60,480 GPD thereafter, is approved by the City of Renton with the following conditions: ���.,� 1) In addition to the GPD requirement, a maximum GPM requirement be included in ', the permit in order to facilitate daily peak flows encountered by the City. Therefore, please include a maximum 65 GPM allowable through December 1991 and a maximum 50 GPM allowable thereafter. 2) In order to assure that peak flows are not exceeded, Fiorillo Northwest shall install a meter which is accessible to City staff at all times and shall grant the City an access easement allowing City staff to read and monitor the meter. This meter shall also be utilized for billing purposes. 3) That all required correspondence between the applicant and Metro be copied to the Utility Systems Division of the City of Renton Public Works Department. 4) A side sewer shall be installed to City of Renton Standards including the review and permitting for construction. If you have any questions or require any additional information, please contact David M. Christensen at 277-6212. Very truly yours, Richard J. Anderson, P.E. Utility Systems Manager DIS-OLVT/RJA:DMC:If . " �.: `\.i/ �.i� , . �^��-. � . � . , .. . _ ....... . . ... . � .+�. » . : ...�.'.......--•-.. � N......_.��� �- � . . .. ._ � .. ........,.....,� _ � /'/�� ���,,.r8/a'L� � ye �� � . �o � d � y S �-}- � s �o.� ? f,�. U � Gv h j L' b�L � �i �f}��� ���� � Li�� I �_� �''��� �� i � - � �'�"�'�' ` y ? G7In'°,,�,�' S� f-��'i� G t v'�`� ' � ��('`� �lGl� � �� ;; mETRo Municipality of Metropolitan Seattk Exchange Building • 821 Second Ave. • Seattle, WA 98104-1598 .-,i::,.,L:'�, ... ����`/f`��� P►����i� U'J�f?�:t� "��f'T. CiTY �F REIV i tJN September 21, 1990 Ms. Lynn Guttman Public Works Director City of Renton 200 Mill Avenue South Renton, Washington 98055 ��� � �'� ., .; � �� ; ���� � „� n ,� �:� .._� ;��� I��O ;!TY OF RENTON ._,'�;�f����r���c-s f';r ,�{ J �- , Revision to Fiorillo Northwest - Mt. Olivet Land Reclamation Site Permit A�plication Dear Ms. Guttmann: We have received the enclosed letter from Fiorillo Northwest regarding their permit application for the Mt. Olivet Land Reclamation Site. They requested to change the quantity of discharge indicated in draft Waste Discharge Permit No. 7600. I see no problem with their request and will change the discharge volumes in draft permit No. 7600 provided there are no objections. No other changes to the permit are planned. Fiorillo Northwest originally requested the permit authorize a daily maximum discharge of 25,000 gallons per day (gpd). Recently, they determined this amount did not accommodate variations in the short-term and long-term flows from the site. Accordingly, they requested the maximum daily discharge volume be increased to 93,600 gpd through December, 1991, and 60,480 gpd thereafter (see enclosure). The increased volume is intended to cover an uncommon event; i.e., a 25-year, 24-hour storm. New public notice is required for this change. Public notice will be published in area newspapers and allow the public 30 days to comment on this revision. If you have any comments regarding this change, please contact me within fourteen (14) days of the above date. If no other significant changes are necessary, a signed permit incorporating the volume change will be issued thirty (30) days following the final date of public notice publication. Lynn Guttman September 21, 1990 Page two You can contact me at 684-2329. Thank you for your cooperation. Sincerely, i13��.et � � ,:�nG�. c �c z � •-- Bruce R. Burrow Industrial Waste Investigator Comprehensive Planning Division BRB:mwr c: Doug Hilderbrand, Metro BRB05/LFIOPAC3 . FIORILLO NORTHWEST:i INC. September 11, 1990 Mr. Bruce R. Burrow Industrial Waste Investigator Comprehensive Planning Division METRO 322 West Ewing Seattle, Washington 98119 Dear Mr. Burrow: Draft of Permit No. 7600 for Fiorillo Northwest Inc. Mt. Olivet Land Reclamation ..,...r.a.�..� .,r_-- . .,::i.;�:°��� �:'�"i CJ/.,zGf �j� �� .:ti.�� E:�n,�g�� �;�-n�-. RECElVED ��,�, .. ��: r. � �n�ASTE S E P 1 4�990 r.��T��? An alteration in the quantity of leachate permitted for discharge is requested, in order to accommodate variations in projected short- term and long-term flows from the Mt. Olivet Land Reclamation site. The basis for the following f low estimates have been presented in the attached Appendix A. Although average leachate flows, both during the remaining period of landfilling and after closure, are expected to be low (< 5 gpm), storm flows resulting from the design 25-year, 24-hour storm have been projected to range from 40 to 65 gpm until closure, and approximately 40 gpm after closure. Based on the projected storm flows, it is requested that the allowable leachate discharge be increased to 65 gpm (�fl qpd� through December, 1991, and 42 gpm (60,480 gpd) thereafter. �3��0 �,t� We understand that a revision to the draf t permit will necessitate an additional 14-day review and comment period in order to provide an opportunity for the City of Renton and the Department of Ecology to evaluate this request. If you have any questions or comments, please call me at 241-2600. Sin re ly; � �y � G�L , �_=_____ ohn W. McKenna, Jr General Manager 131 SOUTHWEST 156th, SEATTLE, WASHiNGTON 98166 •(206) 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 -� �. . 1 r/ .i v . � • � � � • � • • . . . . . �.. . . _ ... .�. _ � 1 � Hardlny Lnwson Assoclates Sepremher I 1, 1990 l98 I 3,001.09 Mr. Bruce R. Burrpw Industrial Waste Investigator Coinprehensive Planning Division M E'C RO 322 West Ewing Szat�le, «'ashington 981 f9 Dear Mr. Burrow: Draft of Permlt No. 7600 for Fiorillo Northwest� Tn¢. hit. O�Iret Land Reclamation 1 RFCEIVED 1��.,.....��:„, ��i.qSTE SEP 1 4 1990 �FTR� An alteration in the quantity of leachate permitted for discharge is requested, in order eo accommodate variations in projected short-term and long-term flows from the Mt. Olivet IanQ reclamation site. The basis for the following flow estimates have been presented in the attached Appendix A. Althovgh average leachate ffows, both during the remaining period of tandCilting and after closure, are expected to be low (< 5 gpm), storm flows resulting from the design 25-year, 24- hour storm ha��C been projected to range from �30 to 65 gpm until ciosure, and appreximately 40 gpm after closure. $ased on the projected storm flows, ic is requested that the allowable leachate discharge b� increased to 65 gpm (122,400 gpd) through December, 1991, and 42 gpm (60,480 gpd) thCreafter. We understand rl�at a revision to the draft permit will necessitate an additional 1�-day review and comment period in order to provide an opportunity for the City of RentOrt and the Department of Ecology to evaluate this renuest. If you have any questions o� commenis, please ca11 me at 241-2600 En9�noor�ng anu i32: Fcur�h Aven�e $��te �sGo. sean�e Wa 9oiJ� 2�6•622-G5�2 Teirccpy 2QE�292•i33�9 Enviicnmo�ta�Serv�cas Afr..1,�J;,�n,�llmJ�nC.��„r%wr. • (l/f.�.••.hbn,�n+•�rk 4. Summary of projected leachate flow estimates: i Land�`ilting Arerage Peak perlod daily (gpm) daily (gpm) � � Phase S I 35 Phase 6 2 64 Post Closure 1.3 42 RECEIVED �p,^� �^� .r.� � � �n/ASTE S E P 1 4 1990 WlETRO �fl813,001.09�sp�1 � eNt�tnL�r �1, l000 3 0 RECEIVED ��,,,.. ...T.., ,., �nr�1�iE SEP 1 4 19� �h� � .�1i�8 A�fETRQ Tolal active acres: 1.6 Total ctosed acres: 4.9 Estimated average daily leachate flow: 1.6(43�560)(4.l06)(7.48)(0.32) + 4.9(43,550)(Q.106)(7.48)(0.10) (12) (12) = 2,884 Bpd (2 8Pm) postclosure Escimated sverage daily leachate flow: � 6.5(43,560)(0•106)(7.48)(0.f0} � 1,871 gpd (13 gpm) (12} 3. Estimated peak storm flows: 25-ye:tr, 24-hour storm precipitation� 3.4 inches Tocal acreage at closure: 6.S acres Phase S ,aCrelge: 0.25 aCres Phase 6 aCreage: 1.60 acres EffiCiency of 2-foot onsite soil cover on Ph;tse l through 4: 90 parcent �,�g����n�filline 0.25(43,560)(�4)(7.48)(0.32) t 4.65(43�560)(�)(7.48)(0.10) (12) (12) = 50,313 gpd (3S gpm) Phd�e 6 L.andfiltina 1.6(d3,560)(� 4x7.48){�.32) t 4.9(43,560)(� 4)(7.48)(O.10j i12) i12) _ = 92,503 gpd (64 gpm) Postclosv re 6.5(43,560)(�4)(7.48)(0.10) � 60�007 gpd (42 gpm) (�2) 19A19,001.09\srp.� 8.ptcmb�� �l, I44>0 � . REt;E1VED ����� �----.--, � � �niA�TF S E P 1 4 1990 � ! ! APPEIVDTX A �ETRO AVFR,4G�� AND I�1A:�IhfUh[ DA1LY 1VASTEW.4T�R �C.OW RATFS � 1. Est;mated infi{tratioe coeff�c�ent for active areas: Perlod of analysis: May !2 to December 39, 2989 Rainfatl during period of analysis: l8.01 in�hes Surtace area of 1ea�hate ponds: 11,07� feet Surrace �rea of ]ined fill: 83,519 £eet During period of anatysis: Voiume of leachate pumped from ieachate ponds: 427,500 galtons Volume of incident precipitation on teachate ponds: 124,860 galions Volume o£ incideni precipitation on tined waste fili: 941,770 gallons Percenta�e of incident precipitation on active area which turns into leachate: 4�QQ -" 124,�Q � 32 percenc 941,�70 2. Estimated average daily le�chate flows: Aver�ge.annual precipitation: 38_6 inches Total acr'eage at ciosure: 6.5 acres Phase S �creage; 0.25 acres Phase 6 8creage: !.6 acres EfficienCy of 2-foDt onsite soil cover on Phases 1 to 4: 90 percent Phase S tandfiltinA 7ota1 active acres: 0,25 Total closed acrea: 4.65 Est;mated avecage .daily leachate flow: o.zs(a3,560)( �o j(�.as)(0.32) + a.65(a3,S6o)(Q�)(�.as)(o.i0) � (l2) � (12) � 1,569 gnd (1 gpm) 19813,001.09\spp � S�ptemba� 11, 1flU0 1 REC�IVEL� Ip'^' ' ^"^, � � �n/ASTE SEP 1 4 1990 ��Ro APP£NDCX A AV�I2AGE AND NiAXr1�1UM DA1LY WASTE�'ATER FLOW RATES 19R19,001.09\•pp � 9�pcemhsr 11, 19�0 �1 .�:mE-rRo p���, r��r,�,�, I, Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104-1598 i�i�:.,-•..�.. %/''���%� F1.%,�:�il� � .��'i�';.�; �%I_�;�. ��'i �f G� �;Li��i'��';�' September 21, 1990 Ms. n G tman Publ' or s Director City of Ren'ton 200 Mill Avenue South Renton, Washington 98055 Revision to Fiorillo Northwest - Mt. Olivet Land Reclamation Site Permit Application Dear Ms. Guttmann: We have received the enclosed letter from Fiorillo Northwest regarding their permit application for the Mt. Olivet Land Reclamation Site. They requested to change the quantity of discharge indicated in draft Waste Discharge Permit No. 7600. I see no problem with their request and will change the discharge volumes in draft permit No. 7600 provided there are no objections. No other changes to the permit are planned. Fiorillo Northwest originally requested the permit authorize a daily maximum discharge of 25,000 gallons per day (gpd). Recently, they determined this amount did not accommodate variations in the short-term and long-term flows from the site. Accordingly, they requested the maximum daily discharge volume be increased to 93,600 gpd through December, 1991, and 60,480 gpd thereafter (see enclosure). The increased volume is intended to cover an uncommon event; i.e., a 25-year, 24-hour storm. New public notice is required for this change. Public notice will be published in area newspapers and allow the public 30 days to comment on this revision. If you have any comments regardinq this change, please contact me within fourteen (14) days of the above date. If no other significant changes are necessary, a signed permit incorporating the volume change will be issued thirty (30) days following the final date of public notice publication. y . Lynn Guttman - September 21, 1990 � Page two You can contact me at 684-2329. Thank you for your cooperation. Sincerely, ,; ,� ;1 �, ��' L.. c � ._ � � .. . -'C.' " �. '—' Bruce R. Burrow Industrial Waste Investigator Comprehensive Planning Division BRB:mwr c: Doug Hilderbrand, Metro BRB05/LFIOPAC3 f � \ V �W � � Y � - \ � �,���� , r r _ .._ . _ G ����=�-b�� _ __ _ _ __ _ __ _ ._ _ _ _ __ _ _ _ __ ._ _.. _ _ ___._ - - - 1 �,c_ _ _ r_-- ._ __-� _ ���� _ L.�rr�r � �-Yu+-�_ �-�=�rz.o�r.�c�- i. _ _ _ �,_,� 1_O�, L�;�_, _ �1 �� _��� cJ d7'-�r_v_ _ � ����l,S �. ��1 GGic1u� ----�-�`�--����--__ ���--- �� Q�_ ��� __u� ---9_ �;�� G_pa _ � �,�v 1� �1 __�1slt�_ �.'f�� ..f �� _ ��f. ���� __ ___ "'-' _ _. h "� / , � / J . . � _ .- c-���i.�-c�_._____..___._.__________—__--- _�.���...------- L2�l����= ��%lz �_`�t1.�-�'� �'-�vi ( t �I � � __�.___..._._.� _._._._._._.._..----� _. __.__�.�._.._. _._ ��-.�9 ! ,� - // � i, 35 �. s- .�� �; _ __ _ _____ _ __ __.__________ _*—__ _ / �� , , - --- � __ _ __ ______ __s �— --____._.�___ ___ _ ___ __ _ _ _ _���_ 1� ----- __�u..� _�2.= �� ��� � _� _ ---. _______--__ _- -__--- _ �. - _- �- - -____� _ ___ _ _ ____ _, , `�, ��'�33 � __ _! _ __ _ _ _____- __---__� d�l�O7 ____-- so� �� _ _ _ . __ _ __ __ _ _ ----------- Z�� i �,�7 ��.�!_ �b-r�.� .�� ._ _ �! A � _ - -- 1 �5 f�5-�--_�,'�' c� x_o._Z�� _G�_�._ _� � ��Z� �_�a Yz� _—_._���� _ =__Z . /_��,��_ _ __��� �_�f'212_.__ ____ ___.-- 0 J � •� t��,�', � C� _._ -._ ._.�.� __.._. _. __. _ _ _ (' � �� --._.. . __._ -.__y, _ _. . _ _ _. _ _._.___�_ __� _.._ _ __�� __ _ _ _ - - _ _._._._,� `.._..__-_..___ _.;_ __._._.___.__.__.._...___.._. __ _ _.....-.-. �, ___ _ _ 'i ,f__ _ _ _. _ _ _ __ �� � �� � jl-__ _ _ _ _....._ _ ._ a_ _ __._ �_ _ _ ____. _. . _ _ -- _ _ __ _ _ _ _ . __ .._ _ . __ .__ . _._ ___ _ _ _..__.._ (i _ _ 2.��___ ___ _..._.____ _ _ __._� �1 __�_.._ _ .. �t' _ _ __... _ _._ __.._.._.._,_ . ___...._.. _. _�. _. _._._ _. ._.._ __t�_ __ - _ _ __ _ -_ _ - -- - .._.. __ _ �` -�. j- .. _ _ _--- ------ - - _ I i; _�.____-.._ _ ___ _ _ _ __ __ _ _ _ -___ A _ _.----_ _ __ _ ----- -_� , _—.�_. __ _ _ __ � i � ►_� � _ _ � -- � � _____----,,�----_________ ____ _ ____ __ ___ ___ ,a.. - ��87 ___ __ _. �; _ �._'___� M .... .._. ...—.. _ _........ ....... ._ .._ ..—..—.._. .. ....._. .. . .... . . __. ........ ... . ...._... _. � —____ � _ _ . ____ __ _ _ ` � �i,,o� W_ i�� ��� G � - 3(v_=S7�i� G�i�o.� � _ _ _� " ''�`'c� -------__ _ _ __ _ -- _ _ ; _ `L �� ��� `..�!�� � ___ ____._ ____ ____ _ _ _ ._ � �" k � _ -- ------_ _._ _ __ ___ _ _ _ __ � �� ,.�P= l � , �____.--- .__.._____._____.____________________________._.__ _ _ ,�� _ I __ �� -- ---_ � llATE:� ^ a� - �c� A'I'I'LN'1'ION: �� �-' / `� ! J'!�' l ! ' j \� r� �.-�' �'� FICLD INSPCCTOR ' � �� �� ��b SZ�� ATTACHL'D AR� AS-BUILT YRINTS rOR PROJ�CT: i �' � �,�,�� � � , o,,�^ PLEASE FIELD CHECK, MAKE YOUR COMMENTS UNDER EACH UT'ILITY, MAKE 4 COPIES, AND 12ET RN THCSE SLIPS WI'I�-I YOUR COMMENTS TO: 1. GARY YOUNG (ORIGINAL) 2. WAT'ER UTILI'I'Y 3. WASTE WAST'�R UTILITY 4. STORM WATER U'I'ILITY 5. TRANSPORT'ATION �NSPLCTOR'S COMMCNTS: WATER UTILITY: WASTE WATER UTILITY: STORM WATER UTILITY;_%= �� s t Ir"� �y,>+Fpp Ni. �4 ` 1 h�l l �-, �'r o�.S � ���2�D .f .:. ` J ,�. 's TIZANSPORTATION: SIGNATU �:J � l�gl� + , , � �iC�zia e��dtzu�t��� ea., ��tc. P.O. BOX 649 MAPLE VALLEY, WASHINGTON 98038 (206) 432-6041 t�1ay �t , 1990 Mr. Dave Christensen City af Renton Public Works 200 Mill South iG1V Renton, Wa J8055 F.e: NE 3rd Street Sanitary Sewer Extension CFi0ri11❑ P1W) �- `� �,� Deaf Dave: We were originally t❑ perform the averlay work ❑n the sub,]ect project Following installation oE the sewer- line. We now understand that the City will be per�orming this overla� work with it's own forces, and that FNW has paid the City in advance for this work. This is most acceptable to us. We would there�ore request a release oE the Permit Bond which we posted in the amount ❑P �z07,207.7?, bond number '�OOHM��21 with the St. Paul Fice and Marine Insurance Company, dated September 13, 1989. We would request that this release be issued as soon as we have completed our obligation to; 1) replace a warped manhole cover, and 2) replace a section of broken cut-bing. Also, it is my understanding that the City will requice a completed Bill of Sale Erom DiDrio prior to accepting the completed �acilities. Ihis Bill of Sale will be forwarded tQ you once we have been paid in Full under ❑ur contract with F�JW. Please call if your understanding is difEerent, nr if you have any questions. Thank you. Sincerely, �l/� �``' J n flark � ❑ject C❑ordinatof cc. Cfaig Dodel . ��• �� �` ;.� . _ �. Earl Clymer, Mayor July 26, 1990 Mr. John W. McKenna, Jr. General Manager Fiorilla Northwest, Inc. 131 S.W. 156th Street P. O. Box 66826 Seattle, WA 98166 CITY OF RE1oTTON Public Works Department Lynn Guttmann, Director SUBJECT: Latecomer Request: N.E. 3rd Street Sanitary Sewer Extension (5-496) Dear Mr. McKenna: We are in receipt of both of your 10/22/89 and 5/1/90 latecomer letters of request for reimbursement towards the 8" sanitary sewer main you installed in N.E. 3rd Street from Mt. Olivet to I-405, together with your map and the itemized cost data for the project. Your submittal was forwarded to the Waste Water Utility Section for their review. Their findings are as follows: The map provided is a copy oj our sewer schematic which we know is outdated and does not show clear property boundaries. On this map, they show Group Health, the Mt. Olivet Reservoir, the plat oj Monterey Terrace, and Brighton Ridge Apartments. All of these properties are currently being served and will not benefit from this sewer. Also shown is the Eradco property, which would drain to the Metro Interceptor in Maple Valley and thus would not benefit jrom the Fiorillo sewer. Method of assessment should probably be by front foot. The boundaries should be based on the properties or portions thereof that front the line. The properties that would benefit would be those which jront the sewer and are not presently being served. The cost eligible jor recovery would be the cost oJ the sewer divided by total front jootage times the jrontage oj the benejitting properties. It is the Waste/Water Utility's suggestion that this request be sent back to the developer so that his Engineer can provide us with a: 1) Map showing distinct properties that wil! benejit Jrom the sewer. 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 . ,� Fiorilla Northwest, Inc. Page 2. 2) Legal descriptions of the applicant's property and the benefitted properties, and 3) A proposal on how the pro rata share of the main will be distributed among the beneJitting properties. These three submittals are required for developer requested latecomer agreements per City Code Section 9.5.2, Ordinance No. 4189. (Copy attached.) Upon receipt of the additional required data, the review of your latecomer request will continue. If you have any questions with regard to this matter, please call Dave Christensen of the Waste Water Utility Section or myself at 235-2631. Very truly yours, � . � � `�.. Arlene M. Haight Property Manager. 90-188:AMH:pe CC: City Code Attachment Q--� �L� � CITY OF RENTON MEMORANDUM DATE: June 7, 1990 TO: Dave Tibbot, Customer Services Manager FROM: Mike Benoit, Wastewater Utility w1Q SUBJECT: LATECOMER REQUEST N.E. 3rd St. Sanitary Sewer Extension (S-496) Petitioner: John W. McKenna, Jr./Fiorillo Northwest, Inc. The Wastewater Utility does not have, at this time, the resources to do as il a review of the above-mentioned Latecomer's Request as would be required to respond to your memo of May 14 based on the information nrovided. May I again refer you to Section 9-5-2 of the City Code which states "Any application for a Latecomer's Agreement shall contain the jollowing inJormation: A) Legal description oj the applicant's property. B) Legal description oj the benejitted properties. C) Vicinity maps of applicant's property, beneJitting properties, and the location oj the improvements. D) Estimated cost data and inventory jor the improvements. E) Proposed pro rata share oJ the cost of the improvements to be borne by the benejittrng properties, and a proposed method oJ assessment of that pro rata share to the individual benefitting properties." The map provided is a copy of our sewer schematic which we know is outdated and does not show clear property boundaries. On this map, they show Group Health, the Mt. Olivet Reservoir, the plat of Monterey Terrace, and Brighton Ridge Apartments. All of these properties are currently being served and will not benefit from this sewer. Also shown is the Eradco property, which would drain to the Metro Interceptor in Maple Yalley and thus would not benefit from the Fiorillo sewer. For an overview of this projecL 1) Method of assessment should probably be by front foot. 2) The boundaries should be based on the properties or portions thereof that front the line. . Dave Tibbot June 7, 1990 Page Two 3) The properties that would benefit would be those which front the sewer and are not presently being served. 4) The cost eligible for recovery would be the cost of the sewer divided by total front footage times the frontage of the benefitting properties. It is my suggestion that this request be sent back to the developer so that his Engineer can provide us with a map showing i in properties that will benefit from the sewer, legal descriptions of the applicant's property and the benefitted properties, and a proposal on how the pro rata share of the main will be distributed among the benefitting properties. FIOR.ILLO/MAB:If , � FIORILLO NORTHWEST � � INC_ A�ril 25, 199U Mr. Bruce Burrow ��ETRO 322 West Ewing Street oc�di �ZC� �:aSilliiCJi.OT] 7viiy . - - �. "� � � '�` „ � r-,,';� -,.� _ ,,(; �:,,, , �.,,, ,, , � REIVTp�,� Regarding: Request for Revision ta Discharge Authorization Number 190 for_ Mt. Olivet Land Re.clamation U�ar Bruce: I am writing this as a confirmatiori of our conversation of earlier tociay reqarding the aforementioned. As I state�, the City of Renton has given us approval for �?ischarg� of cur leacha�e into ��he sanitary sewer ext�nsion recently installed in Nortt�east Third Street and Blaine Avenue. Therefore, I would like to request modification and extension to Discharge Authorization Number 1.90. As a condition to the City of Renton's approval, FNW will r.ontinue to perform the following: 1. 2. 3. 4. 5. Rittenhouse Zeman & Associates will continue taking test samples of leachate on a monthly basis. Monthly testing of lear.nate by Analytical Resources w�_11 be performed. Ritt�nhouse Zeman & Associates will provicie METRO with all test results from Analytical Resourres on a monthly basis. Rittenhouse Zeman & Associates will have an on site re�resentative for all testing and disposal of leachate documentation, etc. FI�V�7 will coritinue to provide copies of Rittenhouse Zeman & Associates Daily Field Reports to the City of Renton on a monthly basis. 131 SOUTHWEST 156th, SEATTLE, WASHINGTON 98166 •(206) 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 M� . Bruce Burrow METRO - .- - April 25, 1990 Page 2 6. FNW will continue to pursue final approval o� the proposed leachate storage and pre treatrrient facility. The permit was applied for to the City of Renton on I�Iarch 9, 1G90. 7. Upon approval f�_om the City of Renton, H.L.A. Har��e�_ Owes will appl_y to METRO for a per_manent discharge au_thorization. Br:�ce, our proposed location and method of disposal is as follo�vs: "1„ Tne pr_oposed manhol.e �s located 32' from our North property line in the City Ri_ght-of-Way commonly known as Blaine Avenue. This manhole will be the manhole whir.h we ultimately v?ill install our permanent leachate disposal system after acc�ptanc� .from trie City of Renton and ti1ETR0. 2. FNTr� will �ump the leacriate from the ponds into a 6,000 gallon storage tank, treat the leachate fo.r hydrogen sulfate until levels are bel.ow METRO standards. A representative frorn Ri��terihouse Zeman & Associates shall be responsible �o;_ monitoring and documentation of disposal. FNW will disr_haz�ge th� leachate through a 3" poly discharge hose with gasket. camlock fittings directly into the aforementioned manhole. FNW urill not exceed disposal of 24,000 gallons per day. �ruce, I would appreciate it if you would process t�his request at. your earliest convenience, as we would like to begin disposal as soan as possible. Thanking you in advance for youur immediate attention and cooperation, I remain; Sinc�ere ly, Y. % �� / ��,�`/ � � �� '� �`-'�-�------"�~- / �John W. McKenn � Jr. /� i Genera 1 Manag r l� cc: Ron Owes - H.L.A. Harper Owes Uick Anderson - City of Renton P9ike Philbin - Fio.ril.lo NorthWest Inc. Jim Dransfield - Rittennouse Zeman & Assoc�_ates File JWM:kar � AUTHORIZATION OF SPECIAL BILLING DATE: _ • S lQ g9 PROJECT NAME: �--4� � � b �f . — �fL G„�-i—�Sio►1 PROJECT NUMBER: W�RK ORDER NO.: . � It is the intent of this letter to authorize the City of Renton to bill the undersigned for al( costs incurred relative to the above-referenced project, by the City of Renton for the following work: BILLING TO BE SENT TO: Name: ��, Vv Address: � � I �. (it), � 5ce�[�' City: ����� INQ RS� l.,f Attn: ��� V1J 1'1��-LL_Fti 1� I11 � Phone No.: __ �.� � � 21�pD � // f�er�t, O er/Developer, Contrac or /Y4��2 thorized Agent �-� � �� CITY OF RENTON �� �:- � PUBLIC WORKS DEPA][tTMENT Earl Clymer, Mayor Design/Utility Ec�gineering October 6, 1989 Andy Rykels The Rykels Engineering Group Inc. 28301 - 183rd Ave. S.E. Kent, WA 90042 Subject: N.E. 3rd Street Sanitary Sewer Extension Dear Andy: Please find attached information to help you in selecting an appropriate gasket if you are still pursuing the use of the Polylined Ductile Iron Pipe. Very trulx�durs, i " / � / %� / � ---- ,� , _�� ---- , �:��/ � %'-� - - --------- - , - David M. C �istensen Project Coordinator RYKELS/DMC:If Attachment 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 Facsimlle (206) 235-2513 ��� CITY OF RENTON MEMORANDUM DATE: September 28, 1989 'TO: Richard Anderson FROM: David M. Christensen SUBJECT: N.E. 3rd Sanitary Sewer Extension Status Report Fiorillo Northwest approached the City regarding installing a sewer tie to their leachate site after Metro denied their trucking of leachate after October 1, 1989. The City conditioned Fiorillo to install a sewer line that would result in a"no leakage condition" and recommended the use of solvent weld PVC - Sched. 80 to facilitate the condition. They were also conditioned to repair the downstream section from their tie-in at Interstate 405 and N.E. 3rd to the Metro Interceptor to result in a no leakage condition. Plans for this project were approved on September 1, 1989. A Pre Con was held on September 5, 1989 (notes from that meeting are attached). Construction on the project began on September 15, with pipe being installed beginning September 25. On Wednesday, September 27, the Contractor broke a section of 16" HP water line. During the course of investigating, staff determined that the Contractor was using unsafe shoring practices and that his methods for repairing the water main were inadequate. FIORILLO/DMC:If Attachment AUTHORIZATION OF SPECIAL BILLING � DATE: � �. � i �' �' , , PROJECT NAME; N ri 3 RD �.T _ C � �E�%E2 (,xriN �io� PROJECT NUMBER S — �} � 6 W�RIC ORDER NO� 7 3�� . It is the intent of this letter to authorize the City of Renton to bill the undersigned for all costs incurred relative to the above-referenced project, by the City of Renton for the following work I AIN1 �'T�Ci P►N[� GM Nt 3 Ro S.,T, C �T; rv���� "�IMt � ��+11 T� '� `f t l l G'w) 3-� '�A r�1 s i��>i2TA•Tx�+v �� yi � � �;a � �s1S c=t� n � , A�trR�ALlj _ `-t: r'�.���,C,�_�.� 4 ����':: �, � t f� � i � � k�_�.,_ � BILLING TO BE SENT TO: Name: � � � % '°' + i.' �.�;� t � �, f "�-� , �; , , -� v� Address: �'. l� , j ; {; ;� �, t-{- ` 1 City, iti 1 c�. ►-?�{ �,�c �� Y 1 �'L�� . � �I y , ,-, ,� �. Attn: �-� �� �' v %� �`1,2 12 � , - �,. Phone No.: _ `� .3 ��- � � � ; �- � � (.. ; ;. -�. f '� -� ; ,� `� , O r/Deve er, Contractar ot • Authorized Agent ,� �% � � Earl Clymer, Mayor CITY OF RENTON PUBLIC WORKS DEPARTMENT Design/Utility Engineering December 15, 1989 Mr. Carl Di Orio Di Orio Construction Company, Inc. P. O. Box 649 Maple Valley, WA 98083 Subject: Curb Repair, N. E. 3rd Street P-7309 Dear Carl, S-��� In your Ictter to me on December 5, you appear to have taken die position lhat you felt thal you wcre nol responsiblc for lhe repair of th� broken curb as defined in my letter of December 1, 19�59. I would like ho direcl your altention to the following specificalions from the 1988 WSDOT/APWA Slandard SpeciGcafions: Under Division 1, General Requirements. Specifica[ion 1-07.13, sta[es in part: "The contractor shall rebuild, repair, restore and make good all damages to any portion of the permanenc or lcmporary work occurring before complecion and shall bear all expense �o do so, excep[ damage to the permanen[ work cause;d by, (a) Acts of God, "etc.... SpeciGcation 1-05.11 under Gnal acceptancc slalcs: "The engineer will not make the final inspection until [he work required by che conlract including final cleanup and extra work ordercd by the engineer has been completed". Based on the above I would like lo point ouc thc following: (1) �2) (3) My records indicate that the rebuilt curb constructed on 10/25/89 was not adequate(y protected from traffic or weather during the initial curing period. There should have been an expansion joint at the end of the curb radius and a dummy joint at lhe down hill end o[ fhe existing inlet. The broken concrete appears as chou�h it may not be class "B" air entrained concrete as rcquirc;d under specificafion 8-04.3(].), therefore it may not have met the 3000 �si requireinenl for 2�3 day strengch concrete. 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-2631 Facslmlle (206) 235-2513 Based upon thc information contained herein, I am ol'thc opinion that the responsibilily for repairing the curb is yours. Sincercly, �i�a�,r,-�- � . ���� �� Marvin C. Burgy Construction Inspector cc: Gary Young Abdoul Gafour File m/CRepair/MCB/cd The Rykels Engineering Group Inc. Consulting Engineers - Civil, Municipal, Subdivisions August 10, 1989 Ron Olson, Utility Engineer City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 RE: North 3rd Street Sanitary Sewer Extension Dear Ron: Enclosed for your approval are the revised plan and profile drawings for the referenced sewer extension. These plans have been revised per the plan review comments received from your office last week. I trust that you will find this information adequate to finish the review and approve the drawings. The contractor is anxious to start work on this project. If you have further questions or comments, please feel free to contact either John McKenna or myself . Sincerely, Andy J. Ry Rykels ng ls, P.E. eering Group, Inc. o GgII�I �,u i; 1 �) i:;�`� cc John McKenna, Fiorillo Northwest CITY OF RENTON E ngi neeri ng Dept. 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 AUTHORIZATION OF SPECIAL BILLING DATE: . � lQ gc% PROJECT NAME; J �� PROJECT NUMBER �j—�}�(o PERµ�'� P_ 7309 WORK ORDER NO.: 5 3�0 It is the intent of this letter to authorize the City of Renton to bill the undersigned for all costs incurred relative to the above-referenced project, by the City of Renton for the following work: U�/ERiiME INSPEcriou PY C'i'fY INSP�CTOR� MARv �3urt6Y A,f � J'�d oo/Hauf� FO (Z '�EST�I�I�i OF SqH i'rARY S EWER I� INES �M SuNn�r 3aN. 14 1990 � � 50 �/►, R x 3 Ka =� � 5 4°' BILLING TO BE SENT 'TO: Name: _��, Vv Address: �� � ��Ll�. � 5ca� City: ���'! l.cr� �/✓Q Rg � �_ ( Attn: '�ON'�.1 �l 1'U��-LL_p'c �[ I11 �iYl Phone No.: _ oZ� �— 21 D I /� (�U6t�. ' r/Developer� Contrac or /1��2.. irized Agent CITY OF RENTON PROJECT NO. PROJECT NAI WORK ORDER - DISTRIBUTION DEPARTM NT �i �i 3 � `.� _ -�i f.u�ER �Y � r-nS� rn.� .. C _ v.UaC I�`: 5353 DATE � �� �� 19� ; FUNCTION OR DESCRIPTION OF PROJECT__ ���P�►�% 0� N� �� � aY GTY faQ-C� BY CITY FORCES L1�J CONTRACT ❑ If CONTRACT NO. CONTRACTOR'S NAME__�I4R10 (ON� N��M EI.Nt� �32 -�G4I CONTRACTOR'S ADDRESS P o� 8ca� �49 MA�I�'U�l(.E'Y WA �I�O3i? ESTIMATED COST fUNDING SOURCE AC1uAl CoSt AGREEMENTS ❑ IF SO, NO. SPECIAL BILLING � IF SO, TO ?aMG Ql� (.�r`h�-�� COMPLETED APPROVED BY 71lITY Df►ARiMENT f1��<t� �f��V ►S 13i�N6i�s� 'rN -�r ��' ���NG -tt�� Sic,-rlt-ru¢:E . �S P�ECi�t-�- .� i(..Ul� G C.E i 1�rt- - -RZo`r' -� r�C G'ox � i�-�t-a�_ �t 1'�S�o�-- : , . ,�2-I►- 8� � �, ; � � i ; ; ; E i : � ., i : SPEED LETTER TO : �-�L� ��I�VtC.�� DATE : �tJ (r, �`'T' � I [ � -/ ° ► : �'Si�i L �+���%�: �lL�..'�f�s=.-i =�. � i / � .� . PROJECT: � � � � �r .� � � � � G� , • � � .�f' �!L! I � C� i :� �/L. l� , The Rykels Engineering Group Inc. Consulting Engineers - Civii, Municipal, Subdivisions May 23, 1989 Ron Olson, Utility Engineer City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 RE: North 3rd Street Sanitary Sewer Extension Dear Ron: Enclosed for your review and approval are two sets of the plan and profile drawings for the referenced sewer extension. Please note that these plans are for the extension in 3rd St and Blaine Ave. The actual connection to the holding pond will be detailed on a separate plan. Per your direction, the sewer main was located within the existing street, approximately 8 feet north of centerline. As you are aware, the condition of the existing sewer is unknown, based upon your comments on this plan, we will coordinate the TV inspection of the existing sewer with a private inspection service. I trust that you will find this information adequate to start the review process, if you have any questions or comments, please feel free to contact either �ohn McKenna or myself. Sincerely, .. � Andy J. Ry el , P. . Rykels Engineering Group, Inc. cc John McKenna, Fiorillo Northwest k . -+ . -' �`�/ C...t � `� `�;:v���J G� j�:i'1,• .`i� ^�J�l� Z' �," , �i i y GF Rr"1T^�J 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 ��l-�s�$ Q�Z-La18 �i1� i� — ��� o�� �� .__ --- ����� � Z�� � �9/1a or� • �� �� � �� %Z �'�S z�� � �z �'��'� � �� "�`� m The Rykels Engineering Group Inc. Consulting Engineers - Civil, Municipal, Subdivisions May 2, 1989 Ron Olson, Utility Engineer City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 RE: North 3rd Street Sanitary Sewer Extension Dear Ron: i� ~^^P f' � I_� �...� � ` .'-�r;�. , �. a ti, � � �� � �������� �, ��� �_, � � ����,• � �;,;� I'!; ti i !:: i.,uJ CITY OF Rrr�-ro�� �_ 1)�;1t1E�C.l'il �.� �'••': i:?'. This letter is to confirm our discussions at the 4/29/89 meeting with yourself, John McKenna, and the undersigned. The purpose of the meeting was to define the City's requirements for the extension of the referenced sewer main. 1. It is understood that the sewer will be extended from Blaine Ave (Mt Olivet Cemetery Road) to the existing sanitary sewer manhole located approximately 10U feet east of the I-405 overpass. 2. The condition of the existing sewer at this point is unknown, and Fiorillo Northwest will coordinate the TV inspection of the existing sewer with a private inspection service 3. Depending upon the condition of the existing sewer, the City may require the existing sewer to be relined, repaired or that connection be made farther downstream. The responsibility for the repairs to the existing system was discussed, however responsibility for these repairs was not decided. 4. The new sewer main will be an 8-inch diameter sewer, designed to City of Renton and DOE design standards for gravity sewer mains. 5. Per your direction, the sewer main will be located within the existing pavement of NE 3rd St, approximately 8 feet north of centerline. The exact location will be resolved as part of the system design. 6. The proposed sewer extension will become part of the City of Renton utility system, and is eligible for a latecomers agreement. 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 m I �ased upon this discussion, we have proceeded with the design of the sanitary sewer extension. I trust that this is an accurate summary of our discussions, please let me know if your have any further comments regarding these matters. I look forward to working with you on this project. Sincerely, ' i � Ancly J. ykels P.E. Rykels Engineering Group, Inc. ca; John McKenna, Fiorillo Northwest The Rykels Engineering Group Inc. Consulting Engineers - Civil, Municipal, Subdivisions August 15, 1989 Utility Engineering City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 RE: North 3rd Street Sanitary Sewer Extension Attn: Dave Christianson Enclosed for your final approval are the mylars of the plan and profile drawings for the referenced sewer extension. Please note that these plans are for the extension in 3rd St and Blaine Ave. The actual connection to the holding pond will be detailed on a separate plan. These plans have been revised per your plan check comments. If you have any questions or comments, please feel free to contact either pon Severide or myself. Sincerely, � Andy J. yke , P.E. Rykels ngineering Group, Inc. cc John McKenna, Fiorillo Northwest 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 -�..-- �� �� �li . r�!.��7 ♦. .. . � _ A.. ir. �. � . � a , ' � . ' .. . ... . / i .__ _ ._ . . . ._. _. `- / �,. �I �� N ---- - - -. .. __ u... 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C.�1d�LLi ?�4'I.�.�N flr.:.ST�C+td ]nMF'9 ri 'NSf {nnR Pf��3JY i: Iit1GIfGS FA2P ) �� i� _4liiit,i?:�if i�.`, . ;, i�tF: t_y a�i� .,..,.� "r..; � �.. . . . .. nrro�NeYBr.� e..�W S�h Fl tiG�L Cc)i.UMqtA CBh"1ER 70i h'Ir i!1 AVi:N�JH St �TTLE, N�tSiilh .+(`i'Ltr QtIM (�� �rlQ'�i FAGSiMi�E (2Uli) h?5�9334 AUgsltit 22., 1��9 0 G,,�t� S. k{.i;:�it� �;nA'i' yl. C+c f�.AC��f„<'� ndlr}iA?t r4'.B.�HiiiC'F: SiUARi M hltijl.E;`" SiY:.1F.' F. IL�SI�r',k h ✓��.Dr• !: BItC>'�A. ?EL '�VA:.TCA ) Y!1R..�,1A. UF C1�Uhtabz. 1Ai1.J.lA;v! �V14tiTIiO,Wi@rtW .., A:.AN �. AUSPiti (;�.1: l�:^.iL, it � � ��,k"':i,. . {�r":,ui:U ���.��_ '_5�2.��' _��.�..��$.�� N,i. Lawr�nc� J. Warr�n �,ttorney at Law 1�J0 Svi�th 2r►3 Street� P.O. $ox 626 Renton, WA �SU57 Ite: Fior111c Nc��'�hwest ir�cor�ar,�ta� Dear Larry: In our phone c�nversat� aGr3 an ��1-.: ws� ����, r �.' r<�� �,_. :. �a <:;, j.,' r� .z t.o explain some cf the prablems dt�r cliet�t, �'ic�zfliQ Noz�th- w�st �.nLorporated (fax�m�rly k_nct�an a� Her.��r Lr�rui Fecl�raa- tic�r, Ir�c., a corporatinn r�wn�d by J��n V. F'a�r�12}, i� t��v- it�g with the Ci�.y r�gar.d�ri� permiC� for ���w�� lzn� �c d�d]Il l�acha�e from #.he ��t to trP MaCY�� s�ni.t�:y sawt�i`. Our �c1. ient 3�as ba� t� t� anspc�rt inc� that i��c�:,�t� ���� trt:�.k tt�r�n, t:he site to the �ewer undex z+ spe�i�a1 pertc� i.t iss►z�d Ay r��t�o r�hic� ex�,ir�s on Octoh�r 1. Wa under�tand Lt?cs�. Me�rc� has waz�ne3 that i� will n�.�t rc:new the p�r-c�it b�;{anu t#��t dt�t�. If the contemplated �ipelir�e :a not ce�i��a�.e�:ec? k>� t.ha� t:��:, tl�Fr� will. �e na msans fc�r dispr�:��l rf 1�ac1-�aL�. I�m ��.tz-� yru c.an visualizQ th� hea?th a�3 ].wy�i ��eck�let��� wh,iu2� wil� r�s�lt if �ha pi��? i�1�� is nat in ope:�atior� by Octor,er. i. F,lthoii�h a r�<���.�.,:L ,�f th� r.ec�n'� Ev��4� wili �� ac�p�ti-� Lious to y�u, I�nti��it���e that n capy ot t^is 1etC�r wili �i� s�n':. �:c- *:�� ��rsr�,,�,ri�ate �a�y �f.f'.�c��? .r,: ar.� I' �heref.car� {���y a�t] y L � LJ B �- � G i� C: .► � C� X tr - t ,_ .. LJ '.e �. • _ .. L ' . � . �_.'. . A '. . , .. . . . ` ._ Ot�r . a.i;�.,. !�.�.::� ;:, .: t�. � _ _. : �.:- . _ , .. f4]: t?�� p1�:�GZf.11� �C-�Tl1�ll;�j ..�`�c.'f��+I`� f.i � �:,LC�' :.'"..`;: �iLi�t.e: � �::;� `':ifiL?, a.�3 lor.atior. was diG'�at�d by R�:; ols4i�; �?�r�fi�n 13� i l��y ��}� i:�ee�. , ��; o ir�si�t�d th�� �.t �e �1� tl�.e n�bc:�i -i��e ... i:'�g ��c=�+*._,:-, 1in=>: � , ,�y 4 �. ; '. _ � � � . . � tl �. . t. Y. . . . � . . .. . . � empl�yeci by �ur clier�t �� c�e�i��`r th� ;�.r��. i.r..�.rs.:�ya •:+�._.;- subt��itted to the City. A fe� ciays ago Uave c.�`r�.��etl:��r, u�f �h� Cit.y's De�artm�nt of Pub) i� Work� m�� wi�ch A�n SevG�'adc>_ of aur c�i�r�t and di.scusre� the pZ�n. Mr. Ch�cirL��-�s�n reque�t�d flve charrge� an3 Lo�.d Sev�r_ id� thn� he wc���l� t�pprava revised dx'awinga whl�h �i�Uw �h��:� c?hanr�ti'•s • Mx - R21�C@i3 proa,ptly r��drew t�e plans t� inc�uaG t.he x�e�.l��"�� char�ges an� ti.e drawings we�-e �ubmitt�ca to Mr ��t►.ristQ��so� , who ta our r.�_ient'� suz�prise th�r�ait.er res��ond�:� that '�csr. f u� tY�er re�r i�w" the en� i r�: 1 z na mug� be mav�:d f. ro�t t1:� nor. �*� side of the s�re�t tv tt�� so►�tt�. Hs �aid t�xa� uon riY��n, wilo ��r the City haci r�qui�`�d the lirie to be �cc2�:e�3 cfn �:h� nortt� side af Che stzec��, wa� oi� s8b��t+c2�1 �nd itn�i {�c� tr�r the mac.ter c�uld not �e resal.v�d untiZ sam� indef.ini.�a �at.a ir1 tt�e �utuz�. It wa� at tht�t jun��ure th�t :C �rh�npd you �.� plead for c�ar�y resaluLion of the :aattar� After our phnne� c:on�,�er�atic�n, Mr. S�vss�id� ���in :�et wi�r. Mr. C�iri�tenson, :+�ha &aid. tR�= Kun 41s�� h�+d ts4 �ut;r�or- ity to m�ke t.h¢ dec��i.flns he 1�ad a�ac�e; *..?�a� �irawir:�r sh�w�r�ci Y'E'��Ji;�i�.1,0i1 Uf �t?0 ��.i'fE i0 tiT6 SOu'�h FiC�C C'� �}�8 £st.S'62'� ti3C1 to be submltted; that he �Ch'risten�on} s��aui<� ue �ar-��1�: t� �•eview tr,e dx'awing� fc�r sev�rt�l weeka. In �act�� it �'o�a1.d prabably take aur cli�nt's �ng.i��er a w�E�k or twn �ea �r�c�U the �ngineering and drawings for the d�enla.�.��� re:vi�:��r:,. Uur cl�ent preftY� to go with the 1`ne a� nG� .i-�:���7r=��� namel.y, aior�r� the nar.�h sir�e �f. t�e stre�t, but if ab���- lately n�ce�sary, wiil redasign t2ie 2ine t� the :�cuth s:�d� of the sC.reet. The p�int is that alI �of �he n�c�ssaz:� �1��i- ne�rir.q pius City approval mu�t be done �.r� �i.m� to h�v� c��nT struGtion �f the 7 in� com�leted so that it wai! be 1.n �pez'a�- tion by the deau}� ine af_ oc:�ober 2. A� �h�n��� n�w st�n3, ChQ City h�s given a signal tr�a�G it wi ll F:4l: cc�G�t�r�xt� in acc:c�m- plishing �his, z�atwith�tiaYtdxng th� fa�t �i��� �h� City has had �he ap�1 icat i.on for permi � anc3 n�ce���rY dr<�4v�.n�s fc�: �pproximat�ly 90 days �iGe: assuring our clier�t th�t t!�� a��p2ic�t:.on �v;_�1�; Le ����acc:s�ed within ihz-ae wee�s� 7�he purpc,:;� cf �his letter i.� t�o put t?tF Git�.c,;n a�c�tic� tt�at we will 2�p;c to �.t �r�r damage$ for an}• �aiiuxe ta h�ve the line in ap�ratian by Uctober 1. Ttie �3amac�es �::�t�l� inc�ude any harr� cat3sed i.�}� averflow ��� l�achate fram t�=�� „ �ite or by at�y clos�nq of th� r�e?�mation pi.4 by ineal�h authorities in th� evenC of eitri�r �n ,�cC.u�l ov�zflaw frs�zr the site or an imminent spill. In thi� �annect�.o��, th� �1G;� should knaw that any int.Prrupti�n �� a�erat���, r�f �'h� �ar�a.- fS.11 will ��use a sis�rlifiG�nt loss to t���r c' i�►�#: f��' wt�iCh w� w�u!d in turn look �ko the City i�r reimbu��emen�. T'sdie� mc�C'�.E2' �.5 hC C�".`w`.it:.>.. T.'.����' ,Ly ;,�r_a -.r,^. ,.,. i•..x . . ;��. ,, . . , Fr ,.rr�:�T�, �f_� .. � a - 0 � asr. Judg� Nae for �:; -��te or� which he cat� .:�:�� .:i` .::.��:.:...,.. Si rely, i �, / T�� n D. �lar�k�nsr�i��, F•�, � D H s v g f: c�ona Cc;; FioriliQ ivartiiwest ncorporat�ed . � _ __Y.. --- - ��� . l , . � .. . : ._. o GgB�' . .. S E P 1 i989 CITY OF RENTON Engineering Dept. �, TO:�� �'( j�. �� "_ ` L,i.-L,, . � A7'�'N:__,_ �Gi � r � �� r-i S '�-� �_��� — - --'� � ��'--- � - '� � i-L----- J �il.�`� � v � X 7 -6'U� � ( c � �1) �. PNONE A� __ - �AX �` � � S � =��.�. __-__.`. �,, �EFT:_. v � r�_i_� _ :�_�.V�� _ ____ , ; �"1 - - �TOTAL PAG�'S:_ �.----� INCI,G'DSNG THiS PAGE. d ��Ro�i:� - � o � -� y�� _�__ . OF:^� l O v�► S� [�+ j� Y � ���._ � PNO.N�' A' � 3 Z� ��,�j�i y 1 _ FAX A -� Z^� Z�(0 7 ::� � �: �� •p •4� :� :;�� � .;� 4 '� .! _� ��. �r .�$ • � �..�t; �ti h �AX (206)�3�-::`^» Sti.FRh'Y"� �'?FF1.::; SUPPLY AFfiIc,E °HO.NE 2581 p 1�,t..o.2e Velley-B1ack D1.�mond ltd. S.E, M.ap�e Va1i�:y•, W',A.SN. "v3^�9 '_�_�'a.`�N� �'�. '. :�.��: � � ,_:.�... ,t , . - -_.,:'t-'�%::L eQl1�': n r�_HI�G-3 1-8�1 THU 1 S: S? SHEF'R'r' r S 2�-�c. �}Y2 ��6� F' . Ey� I r i � � i � . ;,=;`. � `�' ��r�zia C'a�dt�uctidn G�v.� ��c. � � v�' : 649 MAPLE VA�_LEY, 'J��.ASHINGTON 93038 `'� �.....�... , �.6041 �� �::�:,,_ ..'- =�� � -�a To: Dan Se eri�'a, � i -- Re: N o � t �1 ci •; � , - . : ::�' DeBI' �l ;.. _ , +�_.:�.,_ This ietter �:::1; ..,,...� .,- ,� , . . .._ , _ . , _ . ,� . ; - :, -- .. . :.. ,� , �. a �. ; � PUC pipe ith glue j�in�5 for tt-�e pcopQs�d sewer- main. �le have re5earc},e this pipe application with our suppliec and have serious P���, reser Ihis same pip� was installed on a sewer pra,}e�t in $18ck � Diamc tez�rible re�ults, It seerns that when �ou cambine the .-��. rfBz� large schedule 80 pipe with the absolute inFlexibilit� •"'`-� ` c►F a xnt� thera is not �enough Flex in the pipeline to withC; mal settlement nn� g+ces;ses incurred dur�.r.g T�n�t. �i �� ,-,��, _ compa: _ th� tr�:- �-._ ' , �lts i , ._:~ �:.;.��-_ ; '-r-� :;1uer : af .. _ .. .. _, happens, •, _.` � _ pip�� ,;,e wx 11 ra� pass r� pr�ssure test .,� r t,'�e Bleck. - � Diamo^c �r � ect most of the lue �"`F .1 � g �oints had to be tarn ou� and repl�r-E��-� „�_t� dre��cr type coupling�. � — Frcr � �'. lay�. gas; .. �_. Ceda� r'1 R.W, Hec Hlatman ^�'e:5tand �he City's c�nGecn when d4alin0 with a leachate "zll, but as I've related to you hefoce� we �ust completed � mfies of ductlie iran leachate pipe using standard �s �oc the KinQ Cvunty Solid Glaste Dlv�sion f�om �heir -` �� u:��a�-t� �an�lEills. The eneineers an this pro�ect were r. - _ _ _ - _ �,alier is H.D. Fo��1.�.-- r„�,�-.-_r, �:: �; , It is dur opinion : , _ - � � �,�-,;: rc+ 30 = :; _, - pcoduct �f choice far tn�s installation, or~class �UQ PUC+pres�ure pipe lE the City of Renton wishes to sta� with PUC m�te�ial, Ws wnc_�1d preF�r o i�,sta11 cless 5C] ductile iran because it is a muoh tduQher materia . Standacd sewar paskets are documanted te be very resist8nt to most chem�cals normal2y encountcced and there are published charts to thi9 efFect. Since this i� a gravity sewgc� the qaskets should hardly e exposed to th� liqu�d any��ay, We can not install the �chedule �0 PUC with qlued joints r�nd guarant the integrity of the �oints. Zf the City is willing to accept this ri k, end waive the ��r L-�.t:� nr_ r-�-y�_ ; f--,T�„�� r�„-,., .,, ;_r. ..,, Otheru�i e, a diF�'e��• !.� . . . _ . _ � . . - -, Pl�as� .C.�._ _ c�-.. . .. Sincer ly, Cr` wl �^�-- ` hn J Mark � : �: ,� � — �:: '• — ;� , __:�� 1U. AlJi i�i,vL::i���t�:� 1'l; APPRc�VEll �Y `1'HE THE FIELD� 111t�. l+i'1'I<<lbf I� i I.'�N` hli�.,i i.� �� �, I��.+i.�� :�.i�� CI�I'Y UF REN'I'UN Yf21Uft '1U 1M1'[.,EM�.N'1'A'I'lUN iN 11. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE 80, PVC PIPE, CONFORMING TO THE APPROPRIATE ASTM STANDARDS, ALL JOINTS AND PIPE CONNECTIONS S}iALL BE SOLVENT WELDED JOINTS. ALL �� � a� 2 WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE . �J MPNUFACTURER'S SPECIFICATIONS. 12. ALL CONNE�TIONS OF PVC PIPE TO MANHOLES SHALL BE MADE BY USING NON SHRINK EPDX Y C�ROt�T, 13. TH� RACTOR SHALL INSTALL, RE , GNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE �CITY'S STANDARD DETAILS. .... .. .. :. .. . ... .. _ � _... _ _... _ , . . . ... :: f4, : A 1�«l. ,�.���+�.r Lou�a�� Du,�.�.a�1 ��u. i3� : : : �i.�� o � � nn �u. o r- �1�, o F -�r� �,���c� a�� � .. o�. �1.� � � �7'� t$ Sb�b�t�. �� c1� � : ..:...� ..:.. °.. �✓���.�¢. 1�1�cAu.�b�"tOr� Oa � �� '� � : ...; __ _ _ .;. : : ��.d�t� 1�1 �� �o�lr�t,�rbn I� �t'�{ bv�.�4�1 �� �� : : lF �r�c� ls l�.csra�,r� ��cz �-�r�r �ct��� . .: � i� i�u�� '��r �r�c.ca �a-�.t.-r �►��.�. �a.�E � ..........:. _._ _ _ � : l" ���. �� -,r,rL"'�'►.�, ���� � �c,.4tcl� �r� : .. :.. � : : k��T� Ltw<<-r� Or- 6�� �o�� . , ::..: . . �I��,ow Ri+� �v , : ,r .... : ..:...:.....:.1�+ �F�w�� �ow� �N�r.� rt� S�a�.�. f.�or � C� . : � (�, T � i�.rr�r�ar� d� -r� l-1l�at�� �r,L � ��-r� 1,�.�� �►o C..2� �t� O� � . ��r� #��Tv w�n� �o, 3op-�� o� : ..... . . .. ; : : : ' . 1�► ���. _ ... ::: � �; ::: :: : � .. : : . ..:.. . . :.... : : � . � �1�--�C--1 �►.1._ . 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NQTC 3S I ' ��'� �.�-��:t� � : : : . . . : - : : : � : : : : : : : � : : : : : : : : : : : : : : : : : : : : CI TY: OF : R�NTO:N : . .: . . .. .. . . .. : .... .... ... _ __ ... .... : _ ....: TM .. . ... . .. .:.. ... ... .... ... .. : . . E . : . : QF PUB�IC w . .... . . . : :::::::::... .: . ..... , ..... .. .. .. ..... .. : : : : : : � : : : : : : : : : : : : : : : : : . . . . . . . �:E � : 3RD :S�REET. �EWER: EX : : . . . . . . . . . . . . . . . . . . . . . . . . . : : : : � : : � .FROM 1-40� TO ;BLAfN�: A1fE. .: . . . : : .; . : .....:........ :... .: .... .. . .........:.........:........ .........F4R�:F f 111g � � � � � IORIL�LO � NORTHW�EST rQu I.�C.: ::,: :: A� 0�4 ��: R�����:� ��oT�; ���ipal; Subdivisioris . .... ...... ..... ` ••p c� e • � �A.3�-. • . • . ; e�r.4/a�. . : f3RN ENGR: � �APPROVEp . . . 5CALE ' . . . . : . : . . � ': , : : bATE `•'A 98042 • (206} 631-6598 N0. REVISION o.i .................................... :.................................... :..u._.��� . ,...,... : i � NOTE : lN � U�t�� P�.UT�cTor� ,g/�� �o�rS /�c t��� T`�.MK�4K�s �, us�4 s,yA [-c- J�� ✓E�t1'T CO�C1�l�ll[� �.(173 C�2DLLl(�Gf �iieDa�LG%�3 �¢�t10 o77`f�J�C. f-{�1 �'/�Oa! S /IfAT�° �1-c.s� G,�4t�ct �iVTt7� �,v� T,�% �9 4��r�f�-. � �'�-�A. . O +-d U � �'loN . I 1.1 Lt�.� � �9 • 70 -� \ � � �9 • �3 !0 • 00 \ \� , �Za�•� � \ � \- / / �\ s3 07 % � �_ � \ � \ / � \ � ,`Ot �\ 4 / / •� l � ` \ ., \ \ � � � \ � �. �` �� � �0�3 �.� �. � � , � UNDER STA. 3+�Z - � �-T. LEAKAQE A� Ofi70 T`11�� Z- 48�� M. t-k N H bL� @ .Sr -�t N Ew s�wtR N1A �� 5 rn +-� � 2�R 5 TA. 4 t� J'� ;, M 1-'` / � � 'r `S P c z '`� '� �, �: ; SuPP 012T E x 1.�T 'S.S M L' � � � Ag RE�D OURING CO 5T �: � � F��LD VERIFY CLEF1 A►� t �`{ � T � l ` PR1CR TC GON�S�T^ ` l� _. ' Y S�PPORT EXi�T M � I - �; RE.4t7 - ____ _- � � 1 / \\ � _ :r�-- - \ \ � � _ _�"l`-trv+l' a- ' � � f \ ' _.��--" - Y...3'�"�- � � , ` � iC1 '� - - " 3 �v� ,� �- . �11 �\ ' S-TA.4+lo4 � �e�c"� � . � fu� az . � � �, PT. NIOf�I• _��ti'`-p J , c� ��r ; . � .,r., , . l_� �.. � � . �r �, - � r �-- w -. ' s ry7 ~ �,_�M\ � � � w soa _ � j f�1 . �. � . 1 �a�a'ia����� •+ i�� �e� • � � ..,... " �'` , Sv , � / �.� ��a��s 0' •��W � a . I —�, � a�' b'�MN �� "�� � �����q ` _--- _ T� 24-� YfW _ od': `� h - - � t�[f����Itt i i --- uari�H�+. ; ..�• __ ot�"` ` / �i��M���� � �� � f _ isy�' ._T1— N �� � � ' � I i� � j.Hl � ���� �-�* ~ _ 1� S S. M.H. �` c�� o�� _ .� t / � _ M� - — _ -�—�-- a� � �, .,,, � . - _ �--- � T � � � \�� � � - _�� � �� _- _ = _ . ���QF �j � � �.. .�..� - - - . � ce . � -"" -_ ,r1/c��'-'�t �� I `J �� �� _ J 0� F� _ - - T�.T"_Mr►��v � f . _S3 �c.o' •t7/w Bd D/�+�1 _ I _ _- � _ cT � - - ' _ 3„ G, �' f , .� � i"-'fvC- .Nss- `— — — — — —/ — —, � , , yi " _ _ _ �s='r'' J I j ��_ _ :..-_- --- -- � , i � � �o ss �pcATIoN 4 S1Z�C �� j � �- � wa �e � � k�.e..tN� UN�►..toK.tN --.— — — / . ".�.� — �i • �.�� ;.�� � � �\ ,�g� ,j� Q � • ;- �, � � ti , � '' f �.o[e.��o.r vcR v��,w � � 5.5. M• H#� ��o noT F«,no � 1� — -c<' Sili Cot1d — �` L� i� \ ►�12ot� M.N . l�Yz G��y c�- , j� Y �T.1 TC1�1 S�AN�12-C� 4�',.Ea: � ��y 5-m.. co + 3Z '�-- w � r�o�: ........... . .............. ..... ....._.. .. ., ... . . _ . . . . .. .... . . . . _ .. _ _ _... . . . . . 3 +co : : : : . . : � . : . . 4 +��o � . . : : � +oo ; . . � . . . f� �- o c e z � �� U �� � U � U \ I �_ , \ IQ � \ \ � G,�- � i I . I 'o,, . � I ` l ��� �� � 1� 1� � � 11 N v �' ` �� ,1 � �( I I �• I �' I �' r — t �; �D s o �� c " � /� •�, � �. .s r f�, •� i• / , ,�� ,. /� �►,'� -� � � �/,� /. � / r SQ � a � y • � • • c • - ' � _ . � �` � �' � � \� � �.� � �. / / s�� 1 �'�I �` � � � � ���o��J � �. M.H � 7 �T,a.,. 14 +�4 - g` L.-r .= o toc� S T �I t�� � - 4 �" � . H . 1 / 1 �,,,,.. X,,,,..:.,ti::. « �� \ , M l� `��. r .: :r JI `� `u, -� _ .. 1�. `..� i� _ � �� � � 1 _ - ! �i r -i3� ee � _ r � - -' � . ,...�.�.+-�"'"'"" r � �`l�7'�_ � i � r � � � �^P` � � r �-�+ ` , ,• . •'' ��� 1 ` -�� ^•._.. �� pIL�'�' � J \ r _ ._ t� � f � ,.�... � ��N f � � S ` b.P. M. f_ f.,� . . � � �-' � a'Ona�'t � w 7 � - ... ! r �.�.�,� ip f 1 � y 1 � � � � F}fc-� �� � r ', Le• • y � � - 'C !�� 3 "� � -� v� fi� .1 �_.� � ��r r � r .. �`- � � � l' � r • _. �: _ / � � � _ f _�f � i fY0 ;. 1 . � � � � � t0„! . . dy � ' � � � � • � • � r � �9� r p . � . • . � r � / � r • r �, � -' � -� . : . :' .� �(/� r � 1�5. b. �- ____.�� ... MH . "�' -- � � v -�� /' � �oul�l�Tfi1N \ � C 1oO t`! b /� . \ �: �`� ~ � �\ ` � _�-�_'_ �'- �-� / - �� -- ara • w .,f. � IZ'� cu�vE.32T • p9 1:�9 • � �o �� w ��; � zo ����. � oo.. �, / � �� \ '+� ��' \ � ��w�:��u� T�. t�ao�� S t-t'� ht�1��- hlor �'c�a •,�rb v P�l . �'��s. � . M . H . ,� e� �-5- � , - i -� � o s - ----- ��2 C�hl NE�-T\C�� �o �-�o�b���c�, �t� �c���'. I" =G�o E;b�� �`� =S` V�1z .I��N�� MA.ti21L '• -r �r'1 = �oN-r- r�� � t�o i ti� � c� ���v. _ -�Zl.c�i �i-r-i �� � 4 ' �=�. [ l � T-11 �1�1 must be saw-cut Existing Asphalt� Concrete al�cement ,: Lhicker t� �in. Crush�. Course �acted Cru cfi 11 EXISTING ASPIIIILT CONCRETE OYER PREPARED GR/IDE Final Joint must Cement Concrete � be saw-cut ment patch to be . previously existc� Existing Cement Concrete Pavement ��ar 1rr t ��•-i•• �- =j�, f:':,1 ,-��=�` :�;��r•ti`: '; �''..�:`t.,�� s�: `i �i+��S=� � , � .,�:� '�� -.-.:�.s%. � � - +1` �-i i.±�. �••E' w,��n:r,d;t�'•f ..----- '��L1L��- `- _ •-- _ 5'%'�- �� vti%7:.��L � � 6" Min. Cr�_. Top Course Compacted � Conc. shall be C1. /1 (3/4)- Backfill Portland Cem. Conc. Confo rn�ing to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE 1. See Section5 7-I8 and 2-09 for Patchin� and 13ackftlling+ Specifications. 2. All trenches in roadway areas shall be backfilled and patched w temporary asNl�alt at the end vf each work day, unless permissio; to do otf�erwise by the City Engineer and City Traffi� Engine�r. 3. llll temporary patches on trenches shall be permanenti� patche� .• weeks of compjetion of work within the roadway area. 4. Saw c��ts on concrete pavements shall be made no more than one-h;: of tt�e existing slab. . �. �omn te Gravel kfi 1 C ss "" ma 'e u o ap o,l �%! G��� f—� o, renche 200 eet in lenath. . 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' '� .. �, � ; ' "�a �,M � * 1 � �� � �: � , ��_ ► � ` ..I� ��;r ' � � -- \*�r- � � l �.. I . �� �` � �,; �.. . �� The Rykels Engineering Group Inc. Consulting Engineers - Civil, Municipal, Subdivisions August 29, 1989 Utility Engineering City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 RE: North 3rd Street Sanitary Sewer Extension Attn: Dave Christianson Enclosed for your final approval are the mylars of the plan and profile drawings for the referenced sewer extension. Please note that these plans have been revised to address the concerns addressed by the City at our recent meetings. As per the original transmittal, the actual connection to the holding pond will be detailed on a separate plan. If you have any questions or comments, please feel free to contact either pon Severide or myself. Sincerely, � �' -`" � Andy J. Ry�els, .E. Rykels Engineer g Group, Inc. cc John McKenna, Fiorillo Northwest 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 Based upon this discussion, we have proceeded with the design of the sanitary sewer extension. I trust that this is an accurate summary of our discussions, please let me know if your have any further comments regarding these matters. I look forward to working with you on this project. Sincerely, Andy J. ykels P.E. Rykels Engineering Group, Inc. cc John McKenna, Fiorillo Northwest The Rykels Engineering Group Inc. Consulting Engineers - Civil, Municipal, Subdivisions May 2, 1989 Ron Olson, Utility Engineer City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 RE: North 3rd Street Sanitary Sewer Extension Dear Ron: -� . :,� � � �• � `, • �� � ' �i � � � � -, � � ��'' , �� �� ����_ I �G J C!TY OF RENTON �.- ,, {, This letter is to confirm our discussions at the 4/29/89 meeting with yourself, John McKenna, and the undersigned. The purpose of the meeting was to define the City's requirements for the extension of the referenced sewer main. l. It is understood that the sewer will be extended from Blaine Ave (Mt Olivet Cemetery Road) to the existing sanitary sewer manhole located approximately 100 feet east of the I-405 overpass. 2. The condition of the existing sewer at this point is unknown, and Fiorillo Northwest will coordinate the TV inspection of the existing sewer with a private inspection service 3. Depending upon the condition of the existing sewer, the City may require the existing sewer to be relined, repaired or that connection be made farther downstream. The responsibility for the repairs to the existing system was discussed, however responsibility for these repairs was not decided. 4. The new sewer main will be an 8-inch diameter sewer, designed to City of Renton and DOE design standards for gravity sewer mains. 5. Per your direction, the sewer main will be located within the existing pavement of NE 3rd St, approximately 8 feet north of centerline. The exact location will be resolved as part of the system design. 6. The proposed sewer extension will become part of the City of Renton utility system, and is eligible for a latecomers agreement. 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 � �� � �� ;� � CITY OF RENTON �. r�=.; "LL '' PUBLIC WORKS DEPARTMENT i � Earl Clymer, Mayor Design/Utility Engineering May 11, 1989 The Rykels Engineering Group Inc. Andy J. Rykels, P.E. 28301-183rd Avenue S.E. Kent, Washington 98042 Subject: North 3rd Street Sanitary Sewer Extension Dear An�y: In response to your letter of confirmation of our dissuasions on April 29, 1989, there are a couple of things that need to be clarified. 3. Deaendina uqon the condition of the existing sewer, the Citv mav require the ex�stinq sewer to be relined repaired or that connection be made farther downstream. The responsibilitv for the renairs to the existin� �stem was discussed however, responsibilitv for these repairs was not decided. If repairs to the existing system or lining is required because of the materials you intend to deposit in it, you will be required to do the upgrading, if necessary. 4. The new sewer main will be an 8-inch diameter sewer designed to City of Renton and DOE desi4n standards for qravitv sewer mains The new sewer main would be an 8-inch diameter sewer main based on your flow requirements; however I am sure the 8-inch will be sufficient and leave some room for additional flow to be added. The actual design, per our discussions, is more than the standard design criteria based on the materials you intend to transport through them. Per our discussions, they would be Schedule 80 Solvent Weld PVC, or an approved equal. 6. The proposed sewer extension will become part of the Citv of Renton ut�litv system, and is eli4ible for a latecomers agreement The proposed sewer extension would become part of the City system. It is eligible for latecomers agreements, but the City Council has to be requested for latecomers and must go through written latecomers procedures per our new ordinance. (Ordinance attached). If you require any additional information, please advise. Very truly yours, Ronald L. Olsen Utility Engineer RYKELS.RLO:mf Attachment 200 Mill Avenue South - Renton, Washington 98055 -(206) 235-263! Fprsi►Irrlo f�/1a1 7.��_•:� ; : a CITY OF RENTON 200 MILL AVENUE SOUTH RENTON, WA 98055 206-235-2501 FAX# 235-2513 � � � � � �. _ % PAGES (EXCLUDING THIS COVER SHEET) ATTENTION: FROM: .f / _ - • ., RO[3CRTA. YURDUE, P.S. 70HN D. I3LANKINSHIP, P.S. GALC D. 6ARBEE GEORGE W. AIiERS, P.S. JGRRY W. SPOONEMORE \VILI.IAM IC. GOODWIN M. WAYNL" f3LAIR I.YNN O. FIURST JG�I�RGY L. Pf_'W� CFIRISI'OPHER L HIRST ,\LAN I.,. MONTGOMERY SC07T 6. GAS'I'ER MICIIALL �. GOSSLER CAMILL� "CAYLOR RALS-I'ON JAMLS H. WISHAAR PLGGY C. HUGHES 1� RG D J. POSS MONTGOMERY, PURDUE, BLANHINSHIP & AUSTIN ATTORNEYS AT LAW 5&h FLOOR, COLUMBIA CENTER 701 FIFTH AVENUE SEATTLE, WASHINGTON 98104 (206) 682-7090 FACSIMILE (206) 62$-9534 October 17, 1989 DAVID B. HANSEN DIANE M. De GIACOMO MICHAEL W. BA6COCK STUART M. AINSLEY STUART P. KASTNER JOSEPH C. BROWN, JR WALTER J. YUND, JR. OF COUNSEL WILLIAM MONTGOMERY (1980) ALAN F. AUSTIN (1983) CARL B. LUCKERATI-1 2LTIRED Mr. Ron Olsen, Utility Engineer City of Renton Municipal Building 200 Mill Avenue South Renton, WA 98055 Re: N.E. 3rd Street Sanitary Sewer Extension Dear Mr. Olsen: We are the attorneys for Fiorillo Incorporated ("FNW"). Northwest Our client advises that, in what is only the latest in a series of new, additional and extraordinary demands by the City of Renton, your staff now demands that the referenced sewer line extension be tested only after the street has been paved, and that testing include both air pressure and water testing. It obviously is nonsensical to test the line after the s �r2e � has beer, pa�,; �d . hs you �now , there is ample c� us ;zd rock (another extraordinary requirement) on top of the line to remove any possibility of disturbing the line during the paving process. As far as testing is concerned, there is no point in doing water testing after air pressure testing, since the City has required utilization of glue joint pipe (another extraordinary requirement). Both our client and the installation contractor agree that this extraordinary request is unjustified. You are therefore notified that FNW will perform air pressure testing of the line, as your staff previously agreed was acceptable and satisfactory. Your staff will be October 17, 1989 Page 2 provided with the test results. FNW will then wait until the City of Renton has approved the line before paving over the construction. We urge that the approval be given promptly, because, in large part due to delays occasioned by the City in approving this project, the weather cannot be counted on to accommodate paving on a regular basis. Sincerely, �' . �7 I � .. . William K.�Goodwin li WKG:jmb:d729 cc: John W. McKenna, Jr. bav� C. %�, � FIORILLO NORTHWEST : � INC. October 4, 1989 � '{��� , , � �',�"� � . .. k- • f I �; I �� `r ��� i 1 1 i°89 Mr. Ron Olsen, Utility Engineer GITY OF RENTON City of Renton Municipal Building ` Cept• 200 Mill Avenue South Renton, Washington 98055 Regarding: Request for Modification Northeast Third Street Sanitary Sewer Extension Dear Ron: I am writing this letter as confirmation of our meeting on September 29, 1989, regarding completion of the Northeast Third Street Sanitary Sewer Extension. As discussed in our meeting, Fiorillo NorthWest Inc. ("FNW") and DiOrio Construction Company ("DiOrio") requested several modification to the existing approved plans and specifications on the aforementioned project. Subsequently, it is my understanding through coversations with John Mark at DiOrio, the City has rejected our request. Therefore, due to the urgency to complete this project prior to the onset of inclement weather conditions, FNW and DiOrio will proceed under the approved plans and specifications as they exist, with the understanding that we are performing tne following work under protest: 1. The hours of work with the street right-of-way shall be limited to 8:30 a.m, to 3:30 p.m. on weekdays unless otherwise approved in writing by the Department of Public Works at 235- ;�'c,r�` r 2635. Al1 street and lane closures, partial or. full„ shall be approved by the department of public works 24 hours in advance. 2. The sanitary sewer main shall be tested and inspected in ��_�� accordance with the city standarcls prior to acceptance. 3. All sanitary sewer piping shall be schedule 80, PVC pipe, conforming to the appropriate ASTM standards, all joints and .- pipe connections shall be solven welded joints. All workmanship and materials shall be in ar.cordance with the manufacturer's specifications. 131 SOUTHWEST 156th, SEATTLE, WASHINGTON 98166 •(206) 241-2600 P.O. BOX 66826, SEATTLE, WA 98166-0826 0 Mr. Ron Olsen, Utility Engineer City of Renton October 4, 1989 Page 2 4. All connections of PVC pipe to manholes shall be made by using Q�t���''T non shrink epoxy grout. 5. A 1" minimum asphalt concrete overlay shall be placed on a minimum of 1/2 of the existing roadway on Northeast Third Street. The applicant shall coordinate sewer installation on Blaine Aven�ue with the Contractor for the City overly � project. If the sewer is installed after City Contractor has ' placed overlay, the applicant shall place a 1" minimum overlay for the full width of Blaine Avenue, within the limits of this project. 6. Effluent flow rate from the proposed site shall not exceed 50 R�c,u-� GPM. 7. The interior of the manholes shall be sealed with two (2) �.��"' coats of Koppers Bitumastic HO 300-M, or approved equal. 8. All backfill shall be compacted 1-1/4" crushed rock. como,acr+�� �i��- 1'�' Qr% Fo2 PIPE 86'DO�NC� �..�0 �j� ��n �+''�T���l 'Zi� 4F 'ROA�O $UR�p-GS. 9. Connection to existing sanitary sewer is subject to the TV inspection, testing, and repair (as required) of the existing sanitary sewer system. Repairs shall be made as necessary and �i�,�.�.,— under City review and inspection, so that no leakage condition results down stream from manhole at station 0+70. Repairs shall be made prior to use of the new sewer main 10. Additional manholes as required by City of Renton Engineering '� Depart�nent. ' 11. All temporary patches on trenches shall be permanently patched RiGH.r within two (2) weeks of completion of work within the roadway area. Mr. Ron Olsen, Utility Engineer City of Renton October 4, 1989 Page 3 Ron, upon review, should you wish to discuss the contents of this letter, please Feel free to give me a call at 241-2600. Thanking you in advance, I remain; Sincere�.y, � John W. McKenna, . General Manager cc: Mr. Andy Rykels - Rykels Engineering Mr. Dave Christenson - City of Renton Mr. John Mark - DiOrio Construction Company ��`. Dick Anderson - City of Renton JWM:kar � CITY OF RENTON MEMORANDUfVI DATE: October 2, 1989 TO: Earl Clymer, Mayor FROM: Lynn Guttmann STAFF CONTACT: Dick Anderson �J�" SUBJECT: Status Report on the NE. 3rd Street Leachate Sewer Construction: Back�round: The owner of the Mt. Olivet landfill site (Fiorillo Northwest Inc.) is under order from the State Department of Ecology and the King County Health Department to collect and dispose of on-site leachate (contaminated ground water). The owner prepared contract plans, which were approved by the Public Works Department, and awarded a construction contract to Diorio Construction Co. The project consists of constructing a"no-leakage" sewer line from their property to a connection with the City's sewer line in N. 4th Street, thence to the METRO interceptor located at N. 4th and Logan. The specifications provide that the City's sewer line will be upgraded by Fiorillo to the no-leakage standard. Status: The sewer line construction was to be completed by October lst to meet the METRO imposed schedule for terminating tanker transport of the leachate to the METRO Treatment Plant. That schedule will not be met, and we expect a substantial delay of completion. Because specification requirements on the type of pipe material selected by the owner may conflict with forthcoming wet weather conditiorts, it may be necessary that the contractor order a different pipe material. This could cause even further delay. If the contractor chooses to order new pipe we will require a temporary asphalt patching of the street until construction can again begin following delivery of the construction materials. Recent Traffic Disruation: The contractor broke the City's 16 inch high-pressure water main located in N.E. 3rd St. on Wednesday, September 27th. Since that event there has been no on-site work, except for clean-up of the street and restoration of the traffic lanes. Our contract speciiications require that all work in N.E. 3rd St. be accomplished during non-peak traffic flow periods. This will be closely monitored when construction resumes. CITY OF RENTON MEMORANDUM DATE: September 28, 1989 TO: Richard Anderson FROM: David M. Christensen SUBJECT: N.E. 3rd Sanitary Sewer Extension Status Report Fiorillo Northwest approached the City regarding installing a sewer tie to their leachate site after Metro denied their trucking of leachate after October 1, 1989. The City conditioned Fiorillo to install a sewer line that would result in a"no leakage conditron" and recommended the use of solvent weld PVC - Sched. 80 to facilitate the condition. They were also conditioned to repair the downstream section from their tie-in at Interstate 405 and N.E. 3rd to the Metro Interceptor to result in a no leakage condition. Plans for this project were approved on September 1, 1989. A Pre Con was held on September 5, 1989 (notes from that meeting are attached). Construction on the project began on September 15, with pipe being installed beginning September 25. On Wednesday, September 27, the Contractor broke a section of 16" HP water line. During the course of investigating, staff determined that the Contractor was using unsafe shoring practices and that his methods for repairing the water main were inadequate. FIORILLO/DMC:If Attachment � y-�8-8� I 1��v,E c. �Z: a� pi� ..��d, .5r. S. s'. ��G,�o ��sT . I� i�`��` L°C�,c.t r.L'r9C7r'.�. �f) S GG�! S� T� ,�p,� � � c -iz �; �3�/ /f/v.�r �%G i� �f/� �� f�`t/4��i C�Grd �° Tcu� � S�� l � � ��.s P�P� �Q.s ru�/>�r �'�s�efs qiz�% i� �7n� �/vPn� Gl1Pl� ��/� J , ���s 7`�i�s �joe ,6��� Q�,c��vF�� �v i �lse a� f��s �rcJFc_z� . ��? /�f�,r� f/ ,�u�/ --��Sf'. r- �� -- , ���r�d�O�ZQL cJe/�N,Ce6'� Date GRADE SHEET Job No. Project Title �jn2f �G(� - /�. �/�%, L/V�, Computed by: ���. '' Checked by: � � , h(� ��9 Location/Description: �c���snrlc,. Si,a,� l��I� � S,v-,,� /�/�, /,�. � Z 2�.�,,� STATION/OFFSET HUB 0-�- �O � t0 � 22o S� iz �bg - o�- � s R2 � c� �-I. 3�- 50 �.� s�Z Sp N 1�1.� ��- Z O.� 2 i o C�� 1 E3 � I 3 g � g c� ��- .�. o e2 i o �.z e�` ����� � z � z-* � D� z �� 8�, 3z ��, � rc� 5�'1 k � N E vJ 3�- oo Sz �o o�, ., 39 go. 3Z J r°� w M �.� JwF µ t� $ N� , 4 z. �i 7 0 0 �' r D 1 N `�1 l�'-� ' p s n� ��� nr — � a-.-� � t�. �-oo �Z- l s ou � �'h $o#�Z j Z 3.-4 3MH#I Nr-�,/ toog?' Ir' riJ �Z lD6 $v4z ,ZZ4 ,I�p ya S s"'w z 1�, � 99 (� i� �� — 1�v11I O J r �� rl 1' 1`'1 L-~p (o �13 � � �..t p 1(�, o`I 1 O o�. _ 4 3 , a S���� Z Z� Q/ 9�f Z� :� r� �� � 1-� `- O (� — �. p J �. � c I -- I li � � ,r•� �`1 �'-1 .� p� u 3 p �.,.,� C7 � 2. � � ef 9 l� ;; �.-�.1 P'1 � �la`��', ALL.. �Z1 . s R� �r� MA �-�� Ex�s-c. czrzAv�� Land Flanning & Use • Subdivisions • Engineering • Surveying-• ` 4241 Memory Lane W. • Tacoma, WA �"' '��6 •(206� 565-4491 G C���� � SrP ;� 1 i°�J CITY OF RENTON Engi�eering Dept, - Y � PRECONSTRUCTION CONFERENCE September 5, 1989 N.E. 3RD STREET SEWER EXTENSION Attendee David M. Christensen Gary Morrison Andy Rykels Jim Gray Tom Bingaman Ray Sled Norm Elless Marvin Burgy Frank Kuhuski Rick Kokko John Stein John W. McKenna, Jr. Developer: Prime Contractor: Company Phone No. City of Renton, Util. Engr. 236-6199 City of Renton Sewer Dept. 235-1641 Rykels Engineering 631-6598 City of Renton Fire Prevention 235-2642 City of Renton P.D., Traffic 235-2544 Water Dept. 235-2646 DiOrio Construction 432-6041 City Constr. Inspector 235-2631 Wash. Natural Gas Co. 622-6767 Ext. City of Renton Locator 235-2615 City of Renton Street Dept. 255-2615 Fiorillo Northwest Inc. 241-2600 Fiorillo Northwest Inc. Contact: John McKenna Phone: 241-2600 Diorio Construction Foreman: Bob Schilldirof Phone: 432-6041 250I Developer�s Enqineer/Surveyor: Andy Rykels/Terry Ferguson Phone: 631-6598 The meeting opened at 2:00 p.m. Private Utilities: Washington Natural Gas Traffic Control: Fire Department: Frank Kuhuski stated an 8" HP gas main is in th�e area and contractor shall notify 24 hrs prior t�o working in area. Requires approved traffic control plan for all lane closures. Working hours on N.E. 3rd shall be 8:30a.m. to� 3:30 p.m. I Streets shall be swept and flushed daily and as needed. Contractor shall call 911 when crossing I intersections. I Emergency access thru site to be maintained ai all times. r„ � Preconstruction Conference September 5, 1989 N.E. 3rd Street Sewer Extension Meeting Minutes Continued Sanitary Sewer: 48 hour notice for watermain locates. Pipe and materials shall be Schedule 80 PVC solvent weld. Construction staking prior to excavation. Bedding shall be pea gravel 6" above/below pipe line. Backfill 100% crushed rock - See plan. Pipe laying/shoring to current WISHA and OSHA requirements. Connection to existing structure shall be core- drill and epoxy grouted. Plug all existing manholes during construction. Testing by air and water test resulting in a no leakage situation. Full channeling required thru manholes. TV inspection to be preformed by contractor for City review. Interior of manholes to be treated with two (2) coats of Kopper Bitumastic. Final adjustment after paving per City Standard Detail. 1/2 width overlay (re: Note on Plan) required min thickness shall be 1". Protect existing utilities - Contractor shall use extreme caution around existing 16" H.P. water main. Existing traffic loops disturbed, shall be replaced within 7 days. dave-c/PCCNE3RD DMC:ckd PRECONSTRUCTION CONFERENCE PROJECT : , 1-L� ��% �J = � ��1 rC���'�G�S/041LATE : ��'j� SE / Q8� 9DDRESS/LOCATION: �� �j(L�% L � ��T t%� To ���Qi�l��� PROJECT �� Lj �4R�p PERMIT 4i WORK ORDER �� **********�***�****�**********�**�*********�***�r�*****�t******�**************�*�**�* THOSE IN ATTENDANCE NAME �COMPANY PHONE ��.►�b I-�. �_�-�;s-r��r r �l� o���ra�l - c�rr�ry �rL �s-z� 3r /��" — � ( .naQ Y //7�E�� c .Sc°� �� �?�.,=�-l�o�v S'��.v�-�a %�,c-/�/ .��`�''�- � ��/ P A�.�c� ��K��s � i' ra l�r I�irvC�A w��� ��KELs Ct1G (031 - � S �i a l�e�/dh �� ��e.r�N��.� a 3� -a6 �-Z ��N� � �, � - �,��11 � a 3s asy� 1��J / �S'G � .I� �1/f3 TE�2 ,r�GGP �' , ,�2 3 S- 2 G S�G , 1► o��., f= LJ�� .r.�' � l � l�, � o ��.� � 4�� a- -� o�� C� ,� � �3.5� - Z Cn 3 � !?�IZf» e�l �uf�4' �/ _ � � ��� � ��� : , l�- ���� � h � c�� t�� A� � �S �G ^bn �O�a� fl � �L G �. � � � .��c i ,��� 1p2Z-1o?!0 7 � , �"p Z� s�u � � �� � G /.� AUTHORIZATION OF SPECIAL BILLING � %i � ' � • PROJECT NAME: PROJECT NUMBER � ��� WORK ORDER NO : � It is the intent of this letter to authorize the City of Renton to bill the undersigned for all costs incurred relative to the above-referenced project, by the City of Renton for the following work: BILLING TO BE SENT TO: Name: _ �i ��i � �d n:1 � �Ca Address: r '� � . �ZS � �' � J i ciry:l�/�9�� /l�?/�h/ , Actn: �I'��/r 1 �.l- ��,f%� Phone No.: � � � V � � ��v'IV �J� Owner/Developer, Contractor or Authorized Agent . . . . r. � �' � � � � � . , j . .. a • .. „e r • -C. .-,, r . . � . ' � ��l , . . , . ° . . .. . , . � �s �l-.— '.. . G�ry'��4ele-�ca� aa�o s. �satn st., seeme, wn se�ea T.V. Inspection and Repair Report �;� c2os, 2aa-esae � � JOB NO: CLIENT � DATE / ��iorio Co��s i� %��3 � PIPE CLEANED BY WEATHER INSPECTOR LOCATION OF LINE � rr.i S' � S� we r �U� __.i�� �/ � lt C�'�- U n J e t�� 1' SECTION IENGTH � DIRECTION MEASURED MANHOLE NO. PIPE SIZE // JOINT IENGTH PIPE TYPE JOINT TYPE MANHOLE I � � i� U�. ai lu � �( �r ,%-�1 0- � 9y �oa 7 v o s-) d Footage �OIN•T. REMARKS Footage �OIIV7'* SEALED SEA'L-ED � ,-� �` �% G[ �Q�`1%1 J h � � ! Q r�S >/g" / / �U / � , r� C1 �>0 Y� C� ! h�l S� Q ��.S /� /, 3� 3li'� ! % l l�� � � � � REMARKS LINE CONDITION Cleanliness �ine Grade Manhules LEGEND B — Broken Pipe L/ — Leak Infiltration LE — Leak Exfiltration P — Picture No.- PT — Protruding Tap R — Ruots S — Service Lateral U — Unpdssable Tor Looking �� LEi O�fCCtiOn IfiMT O} REMARKS Dl')C/�`j�, �/'J � �, �: � � � � i � t_.''%-Z-P i .. . — . vn �l:r � �,.�S.Y,i+"� =�:. f^" ly�. .:p�=�a�_ �!a � .... . ,,;•l, • _ _ ,. r•; ^ _�-.iY ri,.+i'H ^_' .iy�a �,y'. ' . , ; . =,1.4 . . . . 'Gary's 4ele-�ca� 4aio s. �sam st., seame, wn selee T.V. Inspection and Repair Report czos> zaa-esse JOB NO: I CLIENT � � PIPE CLEANED BY � �� OATE ��� / r� I NSPECTOR LOCATION OF LINE �� ��` SE wer �� G� D S�/� Il �n. o h . et.uPr �. SECTION LENGTH ------�' DIRECTION MEASURED T�� Looking MANHOLE NO. PIPE SIZE �� JOINT LENGTH PIPE TYPE JOINT TYPE MANHOLE NO. �n 7 �" ��/ _;,7 v� ��u e� / LEi O�rection i cMt � (Q ot r �l � � y � � / (!/ / <V � � V V� � Trevei BOTTOM JOINT REMARKS Foot �OINT REMARKS Footage cFai.FD � SEALED I��or�o �o�s7; WEATHER REMARKS IiNE CONDITION B L/ LE P PT R S u LEGEND Cleanliness Line Grade Manhules — Broken Pipe — Leak Infiltration — Leak Exfiltration — Picture No.- — Protrudinq Tap — Roots — Service Lateral — Unpdssable / �i i � ��+� r �� . ' ,• �. . `,',,�,',<?' ..� t :: . 1 ' ' Gary'$ Tele-�ca� 4810 S. 168th St., Seattle, WA 98188 (206)244-8398 JOB NO: PIPE CLEANED BY T.V. Inspection and Repair Report CLIENT , , � ior�o �0 h S/, WEATHER DATE /.j/��� IOCATION OF LINE � � �'-f` S2 �uP r ""r'��j �' _. �/ �� �•C'r1.�--�1 ��%/�' r � � � � .� �n SECTION LENGTH - 7 DIRECTION MEASURED T�� Look ing MANFiOLE NO. PIPE SIZE Q /' JOINT IENGTH PIPE TYPE J01NT TYPJE MANHOLE NO. in / U o�n � Pve Cj �L/Pp �' LEs p�rection �GMt oi tC.� ���� � / �Q�_' � U �� ��U �) �C/ S� Travel BOTTOM Footage ���NT REMAHKS Footage SE•A'L-ED �' REMARKS SEAL-EO , REMARKS Cleanliness Line Grade Manhules LINE CONDITION B L/ LE P PT R S U LEGENO — Broken Pipe — Leak Infiltration — Leak Exfiltration — Picture No: — Protruding Tap — Roots — Service Lateral — Unpassdble � � i �L . , '.�;: ., i . `;t .: Y "v ; ',; ' 't, _ , � ; Y . }`:. , . . , ' Gary's 4ele-�ca� �,o S.,�th St., �ett,e, W,, �,� T.V. Inspection and Repafr Report c2os>zaa-essa JOB NO: CUENT � � l� DATE �� C�riU L. �hS� ��3 �"� PIPE CLEANED BY WEATHER INSPECTOR LOCATION OF LINE 2►"� S/,"' Se we r J D�j Sy' 7/�p �Py���h �e(,�1P(' l�l .J SECTION LENGTH -- - � DIRECTION MEASURED T�� Looking MANHOLE NO. PIPE S12E �l JOINT LENGTH PIPE TYPE J01NT TYPE MANHOLE NO. in �-- �� �� P � c 9, r� e� y �E � o..�t,o� , �� T o} /`'t%�' �/ ��' %U— � a� J`_� Od`.�� �� U ) eorroM Footage �OINT REMARKS Footage ���NT REMARKS SE•AL-ED SE•AL-EO � � ��� y LINE CONOITION Clea�liness Line Grade Manhules LEGEND B — Broken Pipe L/ — Leak Infiltration LE — Leak Exfiltration P — Picture No.- PT — Protruding Tap R — Roots S — Serv�ce Lateral — Unpd55dble REMARKS � ����' �/ � i�.•'�. Q "� �:L. 1 }.,��.. �� 1� �J J i � U 11 � ��`� '7`", � � �� � ��'�' � . _ -�� / � �GC. . J - �—`- ,. .t� ` �..�. J' 1.,�_bY�::c=. ,�. . � '. . , �;•! . • . .i r � • � . t � . •r��. . . � ' • , V y.:'�" � !` 1Gary'� Tele-Sca� -� �,o S.,�th St.. �ett,e, WA�,� T.V. Inspection and Repair Report (206,244-8398 t. • ' .. .. .. � . . .✓ .�� JOB NO: CLIENT ` �J -�- DATE . .�lor,o �..ov�5/, ///3/�� PIPE CLEANED BY WEATHER INSPECTOR LOCATION OF LINE r"d �-- ,�T, S�w� r;�� � s� `%96 %'e�tifo h S�ew� � 1� . SECTION LENGTH � DIRECTION MEASUREO T�� Looking MANHOLE NO. PIPE SIZE ll JOINT LENGTH PIPE TYPE JOINT TVPE MANHOIE NO. in l f � �v f Vi' G lv e tl �E� o�.���o„ ��MT o} _.� i/ / / ' - - \ Travel Foot I �OINT• � cc.e�_cr a a ��r- �� y� REMARKS � Footage I ��OINT SE'AL•EI REMARKS LINE CONDITION Cleanliness Line Grade Manhules LEGEND B — Broken Pipe L/ — Leak Infiltration LE — Leak Exfiltration P — Picture No.- PT — Protruding Tap R — Roots S — Serv�ce Lateral U — Unpassable � � REMARKS /� �� c��� TECHNICIAN / .-- �'" - .,.''r.; :�. ;�•, ;rr - , �Gary's 4ele-�ca� aaio s. isam st., seeme, WA 98188 czos� 2aa-ssse J OB NO: PIPE CLEANED BY T.V. Inspection and Repair Report CLIENT i , -�— �IUh)p Ul'iS/� WEATHER �� 1l►TE „/3 /�� LOCATION OF LINE �� S�"" S� W.P r �U �} S— �9� I`� � y� r� y S�e w e r �, SECTION LENGTH � �IRECTION MEASURED T�� Looking MANHOLE NO. PIPE SIZE �� JOINT LENGTH PIPE TYPE JOINT TVPE MANHOLE NO. in � � �� ' ��� �'14e.� � � �EF o„�t�o� ��MT or ��,�� 1 ��y� - a�q�" C�U 3,�� a� ao�oM JOtNT REMARKS Foot �OINT REMARKS Footage SEAL•ED � SEALED �3 � r- � , � �iL�Pr;PC �o� Y� , fiEMARKS LINE CONOITION Cleanliness Line Grade Manhules LEGEND B — Broken Pipe L/ — Leak Infiltration LE — Leak Exfiltration P — Picture No.- PT — Protruding Tap R — Roots S — Serv�ce Latera� — Unpdssable � ;� �=�r S T` l �' l'�� , � /; -..� ., . � �:! ... . _ .K�rr�v . .. :�tv . -,..- .�r•'�'a�. �v..�. .,-.;�-:,. � _ _�,..�:L��. ::�s.v. . . .. 't^ ` ,..�a ,. _ ..,. � . .. . , . _ . , . � . . �G�ry's Tele-$ca� �,o S.,�th St.. �ett,e, WA�,� T.V. Inspection and Repair Report /� c2os, 2aa-e3sa l ! J JOB NO: CLIENT ` , �-- Dl1TE�, /� � ��/0►"1U �O�SI. �� / � � PIPE CLEANED BY WEATHER INSPECTOR LOCATION OF LINE � 7-� � r > Q �� r ��� �_ !�/C�� � � S � e�. , o�� � t,v e r SECTION LENGTH � DIRECTION MEASURED T�� Looking MANHOLE NO. PIPE SIZE ��t JOINT LENGTH PIPE TY%P'E JOINT TYPE� MANHOLE NO. in �] p� U' 1 �` G I U�G� % lEF D�ICCtiOn � GNT ( O} ({� !'��' p� �/ a 9 9� J��v ����/ V 11 I � Travel BOT�OM JOINT REMARKS Foot JOINT • REMARKS Footage SE;4L'ED �' SEAL-ED r , ftEMARKS S%y7 .11 /f! 0���G,/ �� f-��ct �l /'r/ G/(�� /`'`- ���E' LINE CONDlTION Cleanliness Line Grade Manhules LEGEND B — Broken Pipe L/ — Leak Infiltration LE — Leak Exfilvation P — Picture No: PT — Prottuding Tap R — Ruots S — Serv�ce Lateral U — Unpassdble �l �"; / �.: � , , � NICIAN . .. . . - , ��t`•,� r. � � cJ .. '� • " �t � . . �x ,' , .. � , : k C �. .„` • u• , 'G��y's 4ele-Sca� �,o 5.,�,h St., �ett,e, WA �,� T.V. Inspection and Repair Report czos>2aa-asss JOB NO: CLIENT ' , /� ��IOr►o �, GnS� PIPE CLEANED BY WEATHER LOCATION OF LINE �. ��T J , �� � S y p� � e ,,U� �c i �� ��3��-� �INSPECTOR (�et�TU� S�ew e � � SECTION LENGTH — > DIRECTION MEASURED T�� look i ng MANHOLE NO. PIPE SIZE �/I JOINT IENGTH PIPE TY,PE JOINT TYPE� MANHOLE NO. in / �D( rV� �/�e� �J LEc Oirection IGNT /� of . � �� �� �3� b� — � � 7 � �O�l ,� Ua d � :o� o� Footage �OINT REMARKS Footage ���NT REMARKS SEAL-EO SEAL-ED � /�7/ � ,� 3'-� � h � 5� / — REMARKS LINE CONDITiON C IeaM i ness Line Grade Manhules LEGEND B — Broken Pipe L/ — Leak Infiltration LE — Leak Exfiltration P — Picture No.- PT — Protruding Tap R — Roots S — Service La[eral U — Unpdssdbl@ / �v �_�..� . ! , �- t...,:-iY� i7',��.-- .r�..^,.��.rf,;� , , . .�y . u _ � � � ... .. J�w,�� . ,... ... . . . . - . . � „ � . .i . , ... . .. , .. _ .. . _.,- ' u�'�' , • � _ '� �Ga�y's' 4ele-Scan �,o S.,�th St.. �ett,e. WA �,� T.V. Inspection and Repsir Report c2os,2aa-e3se J OB NO: PIPE CLEANED 8Y CLIENT � � �' �/' WEATHER I DATE �� /S`��''J� LOCATION OF LINE � /�/ � 3 r� � tY e e/ �}�e t2 �ry ��'�� v SECTION LENGTH % DIRECTION MEASUFIED T�v Looking MANHOLE NO. PIPE SIZE JOINT LENGTH PIPE TYPE JOINT TYPE MANHOLE NO. �n 1.� � ���� 3�a' C0�7C � �� ,G Ci S�e � �Es o�rect�o� icHr 3 �/ o} / �"/(� � l � l �O � � / / � U C' l i / U � 7 ) Travel BOTTOw Footage �OINT REMARKS Footage �OINT 'REMARKS SEALE� SE•AL-EO � �i d � REMARKS Cleanliness Line Grade Manhules LINE CONDITION B L/ LE P PT R S U LEGEND — Broken Pipe — Leak Infiltration — Leak Exfiltration — Picture No.- — Protruding Tap — Ruots — Sernce Latera� — Unpassable / _ �� � / � , I , � /�,,,2F�� � � TECHNICIAN .. . a�•. - �- �..'i.• . . Y... i . . .. � , r ♦ ' . ' . f .... . _ . .. . . . � � �G�r�'$ 4ele-Scan ae�o s. isam st., seame, wn selee T.V. Inspection and Rep�ir Report (206)244-8398 JOB NO: I CLIENT � � , /! � f jV PIPE CLEANED BY WEATHER V // / / S / f.%�i LOCATION OF LINE ��� t'� r� S j-�re e_� � /� edc O �, �G� c. Tor SECTION LENGTH --- � DIRECTION MEASURED looking MANHOLE NO. PIPE SIZE �� JOINT LENGTH PIPE TYPE JOINT TYPE MANHOLE NO. in g � /� � f�/y{�yJ � �% � �S�G/` / / C� LEi D�rCCtion IGHT � 1 �,EJ/l�.•• �� / of , ��'�:. ` l 0 �`7 � � � O � J ') O / � ' Trevel BOTTOw Footage ��INT REMARKS Footage �OINT REMARKS SE�AI•ED SEAL-ED � ..rl'� � J 'i a• �� �� �j � : �,1�- y31 Siti, �r�clP i (n2 C�1'�U� � Ih� C' � r �es 3� 1��,,2.. r �1r�C'S �-i � �! h�. C.� i�f U P S an G, c( ,� � P r'/� `v� �� f�- ���t e ��fi ✓�, uY ��l_ h � C: u REMARKS LINE CONDITION Cleanliness Line Grade Manhules LEGENO B — Broken Pipe L/ — Leak Infiltration LE — Leak Exfiltration P — Picture No: PT — Protruding Tap R — Roots S — Serv�ce Laterai U — Unpassable ` �1 �)- , � �,,.��� �.�� l RENTON �ORK ORDER - DISTRIBUTION DEPARTM NT b�:.6. r��� .��� .. PROJECT NO._ �' `T J6 DATE � � 5 19� PROJECT NAME_�E >R� ST ' S�UI(fL CX1(r�s'bU FUNCTION OR DESCRIPTION OF PROJECT QVG{�'T1�1E INtiPi'�t�G*� �j'( ��1`( �1�1{+(rtL�. Fon Af�:�� �iCs,-l��c a� SEw�2 t�iNE 6N Su�nn� S��►. Ig, (9�U � 50°° /ne x 3 �'�S ; � �soo� „'. BY CITY FORCES CONTRACT ❑ IF CONTRACT NO. '.. • CONTRACTOR'S NAME CONTRACTOR'S ADDRESS G a ESTIMATED COST � I J� O� FUNDING SOURCE ACTUAI COST AGREEMENTS ❑ IF 50, NO. SPECIAI BILLING �IF SO, � : To F N W• 131 SW ►56'" sT - SrnZZ�C- U1M►i. �i�l b6 �/1E4n: ��h� Nc I�eNNn SR COMPLETED �— ,�� r�----' APPROVED BY unurr o r� 1MeNr . _ .. .. ... , . .�.. .. . . . . .� . . .. . .. . . ..... . ... ..� . . . .., _ .. . ... . . . ._ . CALCULATION OF INSPECTION FEES .1� PROJECT � � ���o PROJECT REFERENCE PAVING & STREET LIGHTING: � SANITARY SEWER �r-fr�9R�F: '% r.4� g�� �E2 �e�.rf i%�i�.L -- �02 �o �j�LsT`. 2d � ZQ7 7� WATER: 1 2�7L 2d 7 �� TOTAL CONSTRUCTION COSTS: ; TOTAL INSPECTION FEE FIRST $100,000 2 f,�/ SECOND �100, 000 /� 5!D `% REMAINING $ 72jj7 �'J TOTAL: CALCULATIONS: e s �000� v� $ � �� � Od � -72,08 � ��7z. � 8 � _ PAVING & STREET LIGHTING: :� SANITARY WATER: � � 5�2, D 8 BOND AMOUNT FOR 100°� OF WORK IN R/W NUMBER OF STORM SEWER CONN. TO SYSTEM � �L��� � ���. �S l��llS�� L� sT ��-�'v� � � � �� + � _.� _-�°-� +��� � _ �`a� � �;��.,�� s�`� ..� � �- �� ��4 � ��-�{.'!�� m ;� � 7 �,D7� 7T � NUMBER OF SAN. SEWER CONN. TO BLDG.(S) �. PREPARED BY: �1tp �I, C�T�1LS��6TATE , IJ�J� D/INSP-FEE:AH:If 6/12/89 1 �V �F �� ' CITY OF RENTON ` �� � � . ENGINEERING DEPARTMENT V `� � ,z 235-2631 � ..LL � PRECONSTRUCTION. CONFERENCE — �� �� �9 � E F� � ��� o Q,d� . DATE: ' , , t� S• S�i 9�Tf� SEPSEMO� TIME: 2:00 m PLACE: Floor Conference Room DEVELOPER /'CONTRACTOR OR SUBCONTRACTOR / NAME OF PROJECT: COMPANY NAME: PNONE: NAME OF PROJECT: INSTALLATION: LOCATION: City Contact: Diorio Construction 432-6041 CO T C:John Mark NE 3rd Sewer Extension ROJECT : Sanitary Sewer Main NE 3rd St from I-405 to BT—ain Ave. N.E. David M. C risten5en, ti ity ngineer�ng NAME OF APPOINTED INSPECTOR: Mary Burgy PLEASE CHECK DEPARTMENiS TO BE NOTIFIED AND SPECIFY PERSON TO A7TEND: Pl18LIC WORKS DEPARTMENT: X X X X X �— Design/�tility Engineering Traffic Engineering Field Maintenance Supt. Storm Water Utility FIRE DEPARTMENT POLICE DEPARTMENT PARK UEPARTMENT 6UILDING DEPARTMENT OTHER � . • _• OUTSIOE DEPARTMENTS: CONTRACTOR TO NOTIFY X X X �— x x Department of Transportation U.S. West Communications Puget Sound Power & Light Co. Seattle City light 7CI Cable of Wash. (Phil Fisk) Washington Natural Gas Co. Metro - Bus Routes King County Inspection Other: 872-6470 235-3012 235-2947 684-3076 433-3434 622-6767 684-1595 244-0170 x2912 x3084 x249 U/A/PRECON:REY. 5-1-89 ' r . O r � �� r � � � C% �- Z. Z Q , O � �, 9,o d• o91rF� SEPT��O�P CITY OF RENTON ENGINEERING DEPARTMENT 235-2631 PRECONSTRUCTION CONFERENCE DATE: Friday, September 1, 1989 TIME: 2:00 pm PLACE: 4th Floor Conference Room DEVELOPER /'CONTRACTOR OR SUBCONTRACTOR / NAME OF PROJECT: COMPANY NAME: Diorio Construction PHONE: 432-6041 CONTACT:John Mark NAME OF PROJECT: NE 3rd Sewer Extension PROJECT : INSTALLATION: Sanitar Sewer Main LOCATION: NE 3rd St from I-405 to B ain Ave. N.E. City Contact: David M. Christensen, ti ity ngineering NAME OF APPOINTED INSPECTOR: Mary Burgy PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERSON TO ATTEN�: PUBLIC WORKS DEPARTMENT: x Deslgn/�lt111ty Englneering X Traffic Engineering x Field Maintenance Supt. X X Storm Water Utility FIRE DEPARTMENT POLICE DEPARTMENT PARK DEPARTMENT BUILDING DEPARTMENT OTHER OUTSIDE DEPARTMENTS: CONTRAC70R TO NOTIFY X X X � X �_ Department of Transportation U.S. West Communications Puget Sound Power & Light Co. Seattle City Light TCI Cable of Wash. (Phil Fisk) Washington Natural Gas Co. Metro - Bus Routes King County Inspection Other: 872-6470 235-3012 235-2947 x2912 684-3076 433-3434 x3084 622-6767 x249 684-1595 244-0710 U/A/PRECON:REV. 5-1-89 PRECONSTRUCTION CONFERENCE PROJECT: , �-L� � �i �j�.�J�Q�t���E�IS!D�ATE: ��j� S� /Q8� ADDRESS/LOCATION: �tG �j- (Z�7 G � ���� '?'� -�x�dll��j„l�� PROJECT �� �j ����p PERMIT 4� WORK ORDER 4� **************�***************�**********�*****�*****************�***************** THOSE IN ATTENDANCE �� COMPANY I�Q(�1�;l�I �.. � _.���1 -.- -L` � ' .:[� � � / �� �t (�' Y //"[ c f�4e C 5C� �ti A►��c�r �; tc��s � � i� ra % l��rvC�A rn��-, � �.?�..= ��o-v S���-�:�. �.�,�: i �i . � > ' �. � �� / ��KE�s ��C� �03 I - � S 4 � �� ��� �� �-�e.c,�� ��.� � 35� — � 6 �-�- (la�v� � P, �`�� l� a 3s a.ry� �- ��J y � G E I� zY� TE� r��i� T, a2 3 S� 2 G�G , o � ,�:-, f =l-�c� � ��' � i 4 J� � � �� �; J �% �� �- - � � �/� ��iZf»al .�t.�2� � C/r;> �� ��=su���/ �3S - Z� 3 � � �72�A�> K- �G,..I�...�.�, ��c� I�f� �i �-? � � - G= ��� c��. 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P . 1 FlORILtO NORTHWEST � � {NC. 0 FACSIMILE TR?INSMITTAL SHEET DATE �' 2 C1 + To .�1� l�� �N�l��� � PERSON TO WHONi DIRECTED � ► r�/ �r� �c� �U � ��OP�GS � coM�ANY FAX NUMBER � � �� ��) � FROM � ���'�f �/ , , ,. ,,,. . .PERSON SFNDING • • � �' � FAX NUMBER (206) 291--2630 REGARDING N �`L� ��-� �Ar1,,,� J � PAGES IN TRANSMISSION G� PLEASE CALL KARI �AT • (206) 241-2600 IF PROBLEMS WITH THXS TRANSMISSI4N OCCUR ,� �u�� V �� � ,. , L `_� r -^ ,. -� � 131 SOUiHWES715bth, SEAITLE, WASHINGTON 48166 •(206j 24� -2600 P.O. BOX 66826, SEATfLE, WA 98166-0826 �. . . tiUG 02 '89 07�36 FARRELLiLANDMARK__. .- ' � � . . • �1, � �� �zcd ea,�dt���t�an ed., ���. �. P.O, SOX 649 MAPLE VALLEY, WASHINGTQN 98038 (206j �332•6041 "****PROPOSAL****# 5ubmit�ad to: Fiorillp NW, Inc. J.31 SW S56th Seattle, WA 98166 P.� �' R�CEIVED APPROY�D BY J U L 211989 �vo �VU. .�oe coo� Jo� h1am�: NortM Third Stcest 5anitary 5ewer Extension, Rentan, WA Engineer: R�kels Group Plans Dated: S/20/89 PRELI�lINARY Gentlemen: We submit our bid per the Plans pro�_:ed by ycu. Wark ta include 1532' aE B" sewor Cc1.50 ductile �c 303'� PUC), 6 manholes with one drop, sawcut axisting asphalt, cc^c�;;�t native backEill, temporary cold patching, 3" perman�nt asph�:r_ patch, re-striping, air testing instalied sewer, mobiliza�ion an� de-moh.Trafic control. t"raste matarials hauled to your pit. �ur lump sum bid is $ 57,552 p2us sales tax.�/!f r.._ � �'. � - If , s . � �` PROJECT PAYING � STREET LIGHTING: SANITARY SEWER-�-�Ri�F: �` �7 �� CALCULATION OF INSPECTION FEES PROJECT REFERENCE Q�, ��z X l, o�� -� = ��5 ����f WATER: � O��f���,�7r TOTAL CONSTRUCTION COSTS: $ TOTAL INSPECTION FEE FIRST $100,000 = l �5`' ECOND � 100, 000 5�������1 = REMAINING s = TOTAL: CALCULATIONS: � �� •v� a ��, �f S ` a2�8� .�� PAVING & STREET LIGHTING: SANITARY ����� WATER: BOND AMOUNT FOR 100� OF WORK IN R/W NUMBER OF STORM SEWER CONN. TO SYSTEM S ��—z' ��� �. 71 � � � NUMBER OF SAN. SEWER CONN. T BLDG.(S) � PREPARED BY: ���-��DATE �X�� � , (`�8� D/INSP-FEE:AH:If 6/12/89 W I a 0 > 0 � 0 W W Y Y W W x z V V �- ) o z a W � � 3 > � � O � O H a a oc Y Z $ a. ~ O Z W O r m W Y S 0 W � �Wo W Z =o W � � W W y� Z � �u + U ..o. � O[ 0 Q � � d N d (� �0 JI W � � � � �O O o Z Z GENERAI� NOTES 1. AI�L WORKMANSHIP AND MATERIALS SHALL BE IN CONFORMANC� yITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF : dTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDO' APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED �ANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2. THE HOURS OF WORK WITH THE STREET RIGHT-OF-WAY SHA BE LIMITED TO - v�- TO : tX� ON WEEKDAYS UNLESS O`i' SE APPROVED IN WRIT�NG BY THE DEPARTMENT OF PUBLIC Wt AT 235-2635. ALL STREET AND LANE CLOSURES, PARTIAL U�� '.L, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS � RS IN ADVANCE. 3. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLAN� ARE APPROXIMATE, HASED ON FIELD SURVEYS AND RESEARCH OF AS-3UILT , PLANS PROVIDED BY THE CITY OF RENTON. THE ACTUAL LOCAT `ONS, /f.1oT'�� Got�lN��-i101�1 TO �15-'�', � 1T�.�{ ELEVATIODiS AND DEPTHS OF EXISTING UTILITZES SHALL BE 'IELD � ���� �� su�'�L-T �d TNE Tv VERIFIED BY THE CONTRACTOR TO AVOID DISTURBANCE OR L�':t�tAG� �N����� , T�s�lt�lca ,�- t2�t�,\� G�S �`b.) d� T1-\Yc �X\ST. SL�1\Th,Y�y NO-C�'. HICaH t��2�SF--i�1�'� 1��.\�l DURING CONSTRUCTION. S�W�� �����M S� M� #' ���,�� �/ t3 G�. ���� ; -- _... . - - -- - T�� o'F 1°'1 �� � � 4. PRIOR TO CONSTRUCTION, THE CODiTRACTOR SHALL BE RESPON �IBL� 5T'�. 3��Z- - 8 � Z� �C' �� FOR THE NOTIFICATION OI' ALL UTILITY COMPANIES (W�TER, %/, T`It�E Z-4��� M; To� � c'U�� (�'E� '�y�ti� SANITARY SEWER, STORM SEWER, NATURAL GAS, POWER, TELEP{ON�, / �D,��N CATV, ETC) TO VERIFY THE EXISTEt�CE AND ACTUAL LOCATI��N OP' S�,o.. Oi-dU �, �?���h� / _ _. _ - --_ --_ � , UTILITIES. TH� CONTRACTOR SHALL CALL ONE-CALL FOR LOCAPIOPiS �, Mot�l . l t�l Ld.� `G Cr.�N N��� To ���'. �.N . � ( 1-800-Q24-5555) . ���j J / s�Y�l�tz M.4-\. - v�2\G�1 t � � 'V 5. A PRECONSTRUCTION CONF�RENCE REQUIR�D PRIOR T' ATfY ,e •,a '� �Nv�'�T �L-�-v •�"�- �d�- To � i I� CONSTRUCTION. A MIPiIMUM OP' HRE WORKING DAYS DiOTIt E IS �, oo �� v c-otiST'2U L�' 1ot�1 � � � � � � REQUIRED FOR SCHEDULING. PRIO SCHEDULING THE PREC�N, A � PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE U'T LITY �\\ � 2g,. c� h� ' 'Q �V'� �. � ENGINEER S OFFICE. 2� HOUR NOTICE WILL B� REQUIRED RIOR � �� � � ` TO STARTING NEW CONSTRUCTION. � �` �M�. ��� � �I"1�'T �X\ST. C.� ' 1 . ; � - _ _ � �� - _ ��-,_ as �b w��.►a c-n�sT. , _ _ _ __ _ _ __ _ _ - - - � , r 6. THE SANITARY SEWER MAIN SHALL BE TESTED AND INSPEC`T: , IPT 53 m/ � ` (� ___�r '-- ___ ` ��__ \ � 1 I � t, s�t� _ _ _ � . _ .�-° . ACCORDANCE WITH THE CITY STANDARDS PRIOR TO ACCEPTANCE. 49•70 \�� � ��'' ' Z4"sb ''�--- � `� / -�{� ' � � - '_' . _' ' _ ` � \ • B` ��11� f1j���� \� � � f�3y. „ � ,. . Y-- �; � ` � .. I ;`R 7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURi ALL � ,,,y � cn � •������ -., -\' `� ` _�: ' oc � •� so� e2 \ � e . NECESSARY PERMITS PRIOR TO STARTING C�NSTRUCTION. � 4 ti � , � ,� �������� •• �'� �` \ � 5`�.4+�4 E `� --� 9§ : Q�p �� �� ' � �� I � I I � �, � � � � � ` G i'T. �N' � , _ _' _ �/ u ' . � . � \ /1 ����I�I � so �r.. �, �.:.. �i�, � �., `"" I 8. INSPECTION WILL BE ACCOMPLISHED BY THE CITY OF RENTON IT %' ,�„ `\ . -=j. •���� �� �„�N � a� e� � ,� ,a2 .'..�-- µ' ° - t,, � � („�t7 �1��so.-� � SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIF`�' THE � � "��� �� •������� � � ,,�.�.� �rj�"''�`��,,����i••• UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF CONSTRUCTION THE �� . � � `3 �� � `�� i`,• � ����� �� � �` ` a� � � ������������� � ? a �r CONTRACTOR SHALL KEEP AS-BUILT DRAWINGS. � � � ` '� �� '���-�� �` " a ��������� ' �� � � -� �-'�'.� ,,,� � �_ Z�. ---- �+ ' . J W r(� � ' � � F�__ � �►��N����� �,�i�r�a��- � '� � `� v s���l �I' 9. ASPHALT AND CONCRETE PAVEMENT SHALL BE SAWCUT TO A MI LMUM � �_ ---- N . .. � ' _ � � � _ ___ � DEPTH OF 2 INCHES. ALL SURFACE CONCRETE, PAVE'.ENT, \ � � ,� S�- � - -- ����Y �'�� � ��� �,s ��►, •'` SIDEWALKS, CURBS, GUTTERS, AND DRIdEWAY APPROACHES SHA �, BE \\ �� � �� - � ----"--- '- r "� `� . / �\ '� _- -� �� _ - �U SAWCUT TO A MITiIMUM DEPTH OF TWO INCHES, OR REMOV�D T TfI� ��; �-_ _ �� ,� I � �--- Za w "`" _- � 2 NEAREST JOI NT . �_ '- ____ • � � _ _ _ _ _ _ _ _ _ � � ,.� �H�iH�� �� IGb ---"�� V, vJ_ _'" " '_ _'=-_"" I 10. ANY REVISIONS TO THE APPROVED PLANS MUST BE REVIEW� At3D �- _ • .` ,j �..�',`S ______ _______ J APPROVED BY THE CITY OF RENTON PRIOR TO IMPLEMENTATI . IN �__._ �U�� "'"S ~'°�N - 87 _� g�_ r��w __ 3d vi,N;' 'V �jF.H _ ���cy ,,.,�v�-`E .�� - _" � _ - = �3.• PvLc. ro �� � THE FIELD. � � � ''_�- `�- Y _`'� -� _, / ,-_ _ " � _- Lrx-?,-r�oN 4 �,Z.� �� - 11. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE 80, PVC �PE, ___ __ ._ � CONFORMING TO THE APPROPRZATE ASTM STANDARDS, ALL JOIN` AND �� �� ' PIPE CONNECTIONS SHALL BE SOLVENT WELDED JOINTS. ALL � Mtfl #� �'�` � ��� -40, ���Za1.lT"4�' WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WI" THE � Slii��' �� � ���- St V��T�GA•.�. MF NUFACTURER' / ����C�� 12. ALL CONNErTIONS OF PVC PIPE TO MANHOLES SHALL BE "' BY �D �� �-�%�'� �� �/ `�� �LOLocioN P!,`R P�..I�N / � %„ Lio noT �o��o , , - Y Y{ L \ ;1�.. Cot\� -�' L.�T . ���� 13. TH:E CONTRACTOR SHALL INSTALL, REPLACE, OR RELOC� ALL � � �Ot� M.1-a• l�32 G\T`1 OF SIi3NS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTk 10N, y PE]R THE CITY' S STANDARD DETAILS . � I�NTON STANta�Zb {�N ' � S�A. 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' . . . ? � : � �a JS,.' . �,�` .. .......... .......:.........:......... . . ; �• � � �NAt �E ' . . . . . � : : : : . � : : : � : : : : : : : : : : : : . : : : : � : : : : : : . . . . . . . . s�,.,. . .`��.� � � . . ....... ....� •� . . ... :......... ......... ......... .. ..... � _. . � : . ........ .. : : .� .....: . ..... .... ................................... ......... ........................ ........... ..:.................... : : � � . ............... ...... . j . ..... ..................................:....................................................................... ...: : ....... : . .. . : � : � : . I � :Y: 0�' RENTON : : : . . : : : : : . : : : : :... . .;..... .. : : . . : DEP�4RTM�N��':O�F PU : : � : . . . . . . . . : LIG �W�RK� . . . . . . . ...., :.... : : .. ..... : . ....... .... � ; . . : _ . H . 3Ra :STREET: SEWER: : EXTE�NSION � � � � � � : : ............... ; . . . . . . �ROM I-4 , : . 0� TO B�LAI:N� : AVE .� N.IM.. . . . . . . . . : :.... , ..... ..:.........:. �4R�: FI� ........:......... . . . ° Of�IL�.4 �NORTHV'V�ST. . .IN� . . . . . . . . . - ---= . . . . : . . . . . . .� . . . . � . . . . . ---- . . . . . . : DRN ENGR: : 'APPROVED �SGALE . . . DATE . . . .gH. . t . . . ` • ' :....................................:......................................:�.��._.�.�..f�iORtZ:.:............................ . .. ......s ...................................... _�� ioh i,� BY APPR. DATE DMA AJ R 4J R �" = 5' VERT. 5/20/89 2 OF 3 GENF.�U]L NOTES 1. AI,L WORKMANSHIP AND MATERIALS SHALL BE IN CONFORMANCE WITH T13E STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON U�.CILITY DEPARTMENT AND THE LATEST EDITION �F THE WSDOT/APWA S'i'ANDARDS AND SPECIFICATZONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. Ti3E HOURS OF WORK WITH THE STREET RIGHT-OF-WAY SHA.LL BE LIMITED TO TO ON WEEKDAYS I7NLESS OTHERWISE A]?PROVED IN WRIT�NG BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET AND LANE CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. ' W � � 0 I > o� a W Y Y W W V V > � Z < > W F 3 >��o � o � a Q o�c Y Q m � �d. O Z 3. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE AF�PROXIMATE, BASED ON FIELD SURVEYS AND RESEARCH OF AS-BUILT PLANS PROVIDED BY THE CITY OF RENTON. THE ACTUAL LOCATIONS, EI�EVATIONS AND DEPTHS OF EXISTING UTILITIES SHALL BE FIELD VFRIFIED BY THE CONTRACTOR TO AVOID DISTURBANCE OR DAMAG� DURING CONSTRUCTION. 4. PRIOR TO CONSTRUCTION, THE C�NTRACTOR SHALL BE RESPONSIBL� FOR THE NOTIFICATION OF ALL UTILITY COMPANIES (WATER, SANITARY SEWER, STORM SEWER, NATURAL GAS, POWER, TELEPHON�, CATV, ETC) TO VERIFY THE EXISTENCE AND ACTUAL LOCATION O1' U'I'ILITIES. THE CONTRACTOR SHALL CALL ONE-CALL FOR LOCATIOPJS (1-800-424-5555). 5. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO AriY CCiNSTRUCTION. A MIP�IMUM OF THREE WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTTLITY EHGINEER'S OFFICE. 24 HOUR NOTICE WILL B� REQUIRED I�RIOR TO STARTING NEW CONSTRUCTION. 6. 7. THE SANITARY SEWER MAIN SHALL BE TESTED AND INSPECTE:D IN ACCORDANCE WITH THE CITY STANDARDS PRIOR TO ACCEPTANCE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 8. INSPECTION WILL BE ACCOMPLISHED BY THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL KEEP AS-BUILT DRAWINGS. 9. ASPHALT AND CONCRETE PAVEMENT SHALL BE SAWCUT TO A MINIMUM DEPTH OF 2 INCHES. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALI� BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES, OR REMOV�D TC Tli� NEAREST JOINT. 10. ANY REVISIONS TO THE APPROVED PLANS MUST BE REVIEWED AND APPROVED BY THE CITY OF RENTON PRIOR TO IMPLEMENTATIOP' IN THE FIELD. 11. AL.L SANITARY SEWER PIPING SHALL BE SCHEDULE 80, PVC PIPE, CONFORMING TO THE APPROPRIATE ASTM STANDARDS, ALL JOINTS AND PIPE CONNECTIONS SHALL BE SOLVENT WELDED JOINTS. ALL WO:RKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MA:NUFACTURER'S SPECIFICATIONS. 12.. AL'L CONNECTIONS OF PVC PIPE TO MANHOLES SHALL BE MAG'. BY USING A.C. OR GPK MANHOLE ADAPTERS OR APPROVED EQUAL. � \` ' � \\� � 1.►oT�'. ��Ot�IN�.C_-T IOtJ TO �IST. S�,i�11TA1��1 � Y�l�lz i S 51...L�1�L_T -Tc� ��-1E '�'v IN�L-Tlot�l , T��"Tlt�lc� , E 1�tm,\�. (� t�q`�.) o� T��� EX�S--�. �a.l�-�-�r S�. W �C� S� S'�' �M . 5.�. M. }-.� . # � -- _-_ __ _ 5T/�. 3i--(Z -� � �T. T`It'�E Z- 48�� M. F-� . 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H. #z .� �� ------ -- ------ - _ _ --- �< � S�F�. Cot\� - �' �-T / �--�-+d.L� '. l" = 4a' t-k�+zl-Z..a1�lT�U. l�� = S' V ��'1�/�.t� 13. TH:E CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL � � b12ot� M.►�. �� G1�y oF SIi3NS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCT ON, �� �N�� ���b �N I PE�R THE CITY'S STANDARD DETAILS. \ \ ...... . ............ ..... . . ............. . ................................................................... ........ ......................................................... . .................... . ................ . � � � i S�T,� Co t� t ��--�''- ' . . . � . . . . . . . . . ` . . . . . . . . . . . . . . . . . . �. . . . . . . .. ... .._ ._ ................. . ....... ...,........................ . .... .. .,. .... ..... ... . ..._ _... ____ _ __....:. _ ._... .. ..__ .... ...... _ ... _ . _ ___ _._ _. _ ___.. _........... ..... _..... �, ,� -.. � � : :: , _. __ .. _.... . .. ; . . . . . . . . . , � : : � . __..... .. ..... .... ......... .. ... . ..... ..: .... ...:.........:........ .... ,.. ;....... : : � ,........ � : ......... � ; . , � ... :.........: , :. .. _ .......:..... ....... .. ;.........: ' ... ; �-'«o � -+- cx� i-a� .... , b+O� , .... . . ..... .. ... ... : : :.: �: ...... ... ::.... .... 3::: g-�,� . - ......:...:......:..:...:...:...:...:..:...:. _:..;...:...:...:...:...:......:...:...:. :...:...:...:...:.....:...:...:. :...:...:...:...:...:...:...:. :...._:... . . . . : : . : : : : . : . . . . . . . . . : : : : : : : . ..;... ..;... ...:... 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R kei� Er� ineerrn Grou; ��Inc . : : : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ............ ............ ................................. _ ..... ......... . ..... .. .... . ........................ � .... ......... ........ ......... _ ... ... . . . . : : TE R V DA SH . . . ..... : : .. : ' RN '� N R: �� PP 0 ED . . . . . . . . . ` __............_ ................... ......._....... . . . . . . . . . . . . . . . . . . . . . . . . . : ................._..........................................................._......_ �ivil;..iNunici at;...9ubdivisions'� 9 . . . . . . . . . . . . . . ....................................... ��� � � . 5/20/8...... ..2..0�.2,.. . . . . . . . . . . . . . . . . . . . . ...................................................................... . : : Y . : .. : : .: .. ..:..... ........ : : : : � . - . : . . . : : . : . C�orrsuttttrg .Engineers.......0 p _ � � Rtz: . _ . ............:.......................................................................................................................:..... . . . .. .. ... . ... ... � ..................:.......................................:.......................................:.......................................:............................................................................................................... �'�� �" �"" 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 N �• REV IS ION eY APPR DATE DMA A J R A J �_ 5 V ER T. .� "' 1\�� � / � � .� �.�.�. � � !T� �-.� 1 � �,,�, ;j.r�'���'� a plLiri`'��� / . �1 � � �,�,rr -/-4'�c o`���t .-- � 1 b.17. M.Hi��� ��I=��,�'.��.`� / i � zos , � .�'� _ � ,_ �- _ cT-c � �/i� � �� ' I I�_ _1 / ,_�- �... 9 � S. b. � . .�-�"'�� .. . M.H• /� .�- � �� ` / . ./ \ �o�-J N `C6a�h1 / � � 1�01�11� / � 1� /�'/ �� �� - ,_ _ � �/ \`�_=- �_ . .. _ �:� �.�. M��-'�� � � - --- �-T t� . 1� Cn d S �bK2 CQhI N�CG--T \ GJ 'To !-a,o�b�Nca �`� �c'A��'. 1'� =4o Hr��-z.r��1Tt�.�. l" =5` �l�`�..-T\c_�� 12� GULVE32T KUKER-RANKEN,INC./ 117425 KUKER-RANKEN IN . yR . . . � .'�� . . .��..... .: ....d. _.. .. . .. .,y. , .. �.. -....v,.,����1�. a W i a 0 i > 0 W Y Y WW V V > o i a r � i 3 W i H 17 � � O v�i a Q a� Y Z g � � O Z WIH � > m W Y V 2 � N Z W a Y W W Z z � W o u e� > a �^ Z � W � W p � V � p Q i � � H s Ci o �n W Y J � m O � � Z Z � GENERAL NOTE" � • c��x�� P�ur�cTor� /�/��L � 1. ALL WOI-:, . <..!i � NOT�i . �lu /l J�J�G�.f� � THE STANDARllS ANll 5YEC11�'iC:A�l'�(�N,� Or l�ii�. �,� i i �. � UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/A?� � STANDARDS AND SPECIFICATIONS. A SET OF APPROV ���r�,N„ftf�/� �"1��,,(t(�K�s Us� S�%Au' � SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCT ��� p,� ✓��JT Co�7i9�ulv ��JT�s �f ��GL�ltir a��`� 2. THE HOURS OF WORK WITH THE STREET RIGHT-OF-WAY LIMITED TO 8��� a M TO 3'�'S o PMON WEEKDAYS UNLESS O � n�: ��Q��'j �!� �ls�l.�,� ute.���,� S a��P� APPROVED IN WRIT�NG BY THE DEPARTMENT OF PUBLIC WORK rT� '�1��, T►n ��i 235-2635. ALL STREET AND LANE CLOSURES, PARTIAL OR i �������,�$� �j�Qtj�G1 ��']�7�(4 %�% Yd'✓1 �� SHALL BE p.PPR�Vp� AY THF. �EPP.RTMrNT �'T' p'•�T T� t,nuu�• ��� D?,�� IN ADVANCI:. � ��/j�_� � A ,. ,� � h�Q � '�r 3� APPROXIMATE�� BASED O�N�FIELD SURVEYS AND ��� �� f � r Z �� , � RESEARCH Ul' .:�-.:. �Nv� � �l�t�lt�l��'TIOt�I T� +cXIST. �11T��1 PLANS PROVIDED BY THE CITY OF RENTON. THE ACTUAL LOCATIONS, 5��1�l2 I� SUI�1�_T �'o TU,�. Tv ELEVATIODTS AND DEPTHS OF EXISTING UTILITIES SHALL BE FIF'LD �"/ �N�T�o1J,T�s�T��1ca,E �_1�,\�. NoTE'. N IcaH t��.���_ �.�� VERIFIED BY THE CONTRACTOR TO AVOID DISTURBANCE OR DAMA�^T? c_d� ��r�.) o� --r�-�� Ex�s�". ���T�y DURING CONSTRUCTION. S'�W�-� S�l �'T�r`� . ���� M' � � # � ~� ����� �/ 3 G� � ��� , -- --- --- - TOT� aF 1�It'�� $ ` IZEPAIRS SHA�L BE MADE AS N ECES SARY, AND UNDEF� � ST,� 3�-�z - Y;�_1 Z`� �� ��� 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EiE RESPONSIL+: L C�TY REVIEW AND tKSPEGTION, SO T}-lAT A N4 LEAKA�E ' T•It�� Z-4E' r• �.F. TOI� oF GUC �(��� �Ati) FOR THE NOTIFICATION OF ALL UTILITY COMPANIES (WATF.i;, C�NtJITtON RESULTS DOvVN STQEAM FROM MANHOLc. � ST� Ot70 SANITARY SEWER, STORM SEWER, NATURAL GAS, POWER, TELEPHOr�.', '_ , REPAIRS SNA�.L6E MADE PRlOR TO USE aF ZHE �1EW 5£Wr.R 1�1A�N _, r� � 2 � CATV, ETC) TO VERII'Y THE �XISTEDICE AND ACTUAL LOCATION `� ' S�T�=_O�-o� � ' - � � � �' t ` I UTILITIES. TH� CONTRACTOR SHALL CALL OP1E-CALL FOR LOCATIC;;� �'1oN. lt�l ���'G CpNN��-r -To ��-�. Sc�N. �.,, ��� �-� 2�" M.H �I � (1-800-424-5555). �� / \ � J � s�Y�l'�tz M .1--\ . - v�aF�1 � � 49 • 13. \ � � � iJ V �--i ���cv . � `i�'' � d� T� \ � � �' I � 5. A PRECONSTRUCTION CONF�RENCE IS REQUIR�D PRIOR TO A' Y � ; Lo�S��V ��- ��� �\ :�UPP ORT E X rbT. 5.S MH � . CONSTRUCTION. A MIPiIMUM OP' F��� WORKING DAYS DIOTICE :`_; �•� � i( _ I` , AS REQD �UR�N� CON�,T, �: � RE QUIRED FOR SCHEDU.LING. PRIOR TO SCHEDULING THE PRECON, A V� `� \'\ G- T,� �1ELD VERIFY CLEK>R nJG '� ON SHEET MUST BE SUPPLIED TO THE UTIL1'iY ' �� � r� s��t�oc� Z"c GCNST. � ; PERMIT INFORMATI �� � zg" ENGINEER'S OFFICT'. 2�1 HOUR NOTICE WILL B� REQUIRED PRT�R �r � ' SJpPORT E X�� T �"���^� ^ S `� -_ _ � � p� REQA - � �11"�1' �' .\ST� C..�x i TO STARTING NEW CONSTRUCTION. ` \ �/\/ s� ` � \ _ - r / �� ,,., � • �� �''��� /�.S �.Wb t7�11Z1NCa GC�1.1�ST. - \ � � � .:.� -- - _ ' " i �� ; �.� ___ -- � 53 07 � ..\/ '� . 6� � �1�� \ .� , _ __ .. 6. THE SANITARY SEWER MAIN SHALL BE TESTED AND INSPECTED �PI ,� \ � r(\ __ --��.v � ^ , \. •,, \ - "_ - ' 4 . I ACCORDANC� WITH THE CITY STANDARDS PRIOR TO ACCEPTANCE . 49 •'o � / / � � ���������i �� �'�' ` �'��Sb ` �� - \ . T"�'� , -: : �3' P"`' �w� 1 ' •• ,,� ` � � tc3 ��c. ` � ";.:.� , �/ � � 1 / . 7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ':.. � �� � ,�, � � �������� " .. -� � \ I �\ 5� 4+�q- � ° � •,��� _ _ io� ez � � � cd1 � PERMITS PRIOR TO STAF2TING CONSTRUCTION. � : ��_� NECESSARY �1 , /2a /� / ., � � • � � � � ,����������i���� � _ ��,. � � ,., � I�T. � � �,.,�z_��- • c� _-- �'1 � y v \ �...,` Wrr,�.��,;.�.v i/� • ,• .....�D S I � '.-`., '�. ' ..�.. "' � ��-_" 0.�"�' l� ,� � ` _ ` ` 8. INSPECTION WILL BE ACCOMPLISHED BY THE CITY OF RENTON. �T � 91 \ � !� .�'' - _ _� � �� 1/ MN p � � ' ] T, / � ' '`_ �_.. 1►�!�•1j., � ' -, :��. �, � Ifo ._ �' � ����■ �/� f �� - SHALL BE THE CONTRACTOR S RESPONSIBILITY TO NOTIFY il� � � � �-� --_� ��� � = __ --- UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF CONSTRUCTION. ' � � __ ` , � �` ��•�,�, � �� - �,�--� � ��� � io � ' �, �3 � � • � �' b - -g �"�•i' � `- .��.n.� 5 �.• �H r� -� --� , 11 CONTRACTOR SHALL KEEP AS-BUILT DRAWINGS. � ��, � (� ��- �. '_--- -- ��J ` 'r 3 � y� - i�;a► � �� ������uY�V , =- o_� Qp� � Fo� �U' \ \ , \ -_ _ �!_--__ N � \��'' L� �' ���� � '= � -`"- N -�� 4 � � NS° �,���i ND CONCRETE PAVEMENT SHALL BE SAWCUT TO A MIN ``' M ' � � ' � " --____` � ���, �-��`'r� � � �'� � � ��`$ 9. ASPHALT A � � S� � \ � DEPTH OF 2 INCHES. ALL SURFACE CONCRETE, PAVEM��h'�', \�\ � � 1, - � �`� , ��M.� \ `� � . � _ '�-- r_ , -� -- ` � � \` � 1 T---- �" • .L � � Z�• - SIDEWALKS, CURBS, GUTTERS, AND DRIV�WAY APPROACHES SHALr L,E - w �- �+� _� _ Z SAWCUT TO A MIPiIMUM DEPTH OF TWO INCHES, OR REMOV�D TO �.'�_ \ __ __ _:__ _-_ "" � , � � -- _ � ,�j � ..?' �, 6�` - -- -- --.. J • �, , � ... __ _�--. ; _, �� �$5�`"j ___-�..� --- _.-__==== NEAREST JOINT. \�� � � -w �-b ` �1 10. ANY REVISIONS TO THE APPROVED PLANS MUST BE REVIEWED A,ND � �����'�� �'A5 M°''N - e' =� _g`-o, `��!`^� � D�� �`�` �H _ . ����'�''-'� _ ,. __ __ _ -� " " '�'` � -� � VED BY THE CITY OF RENTON PRIOR TO IMPLEMENTATIO*: IN ~ -- � �\` _ '�,' -� M�� L _ T �, s''=�` ��s _�--- i APPRO - - - - - - - , TH E F I ELD . � `'_'----- , / ' ��_ _ _ - � - -- L_-_- = 4 �� I.D�AT10N 4�1Z� O'F f SCHEDULE 80 PVC ? '' �-�- - - � �� � - - 30' �° � ,� �� UN�NOWN L 11. ALL SANITP.RY SEWER PIPING SHALL BE , � CONFORMING TO THE APPROPRIATE ASTM STANDARDS, ALL JOIN':' �!� , � ��`� `„ - 4G1 ���� �� _ CONNECTIONS SHALL BE SOLVENT WELDED JOINTS. . / � \ `„ �, v��TiG�� PIPE � '� \ � n� %� / � WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE 4r'T:: •. � �) �" MFNUFACTURER'S SPECIFICATIONS. Q4 � j/ ' i k ��� � . � 9 / ; i 'f L-OCAr10N D6R P4qry`. I� 12. ALL CONNE�TIONS OF PVC PIPE TO MANHOLES SHALL Bl j L�o r+oT Fo.�rrD � � 5.5. r1. N. *k � � : ,� � �.�� ----- ____ USING NON SHRINK Ep�X Y GROU�T. K{ 1 \. S� �+`� -� �� � r�op r�.N .�. G1T'i OF 13. THE CONTRACTOR SHALL INSTALL, REPLACE, OR REI � � r � r ���� ���� ��N � SIGNS AS SHOWN ON THE PLANS OR AS AFFECTED BY CON:" !, � � � ST� Go +3Z �'- _ --- -- --- ----- _ _ _� _ PFF rF,�- - r�� , � �•mANDA.Rn 1��"TAIL_ . � � M � t�� u _ _ _ __ _ ........................ ...................................................................................:......................................................................................................................:.............................................................. _ . _ _ __ _ __.. ._.., .. .._ ........... .... _.............:... .... .. ........... ...... ; ,I_ (a, � , �„r��tl, a5pl�,t�►►t�t C�.ot�Q�r.�-r �trc�.a�l ��u�- �� o+o� r+�: . : . . . . . . : � �z +vo � +� 4 �-�- . . . : : t�i.�� D�► J� IN�►u• o r'%, o F�� �i���rt� ��� � � o�. �.1.� �� s�r, . : . . . . . . � Sb�,t��.�, C.�t�G a� � . . . . . . : . . . . . . . . . : . . . . . . . . , , ... . ►........... . _ . __ � . . . . . : . . . . . . . . . . . . . _. � ..................................:.. 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DMA AJR 4J R �� _ � 5/20/89 2 OF3 � ........................................ _ ..........................................._ :.......................................:........................................ 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 .No� RE.► ioru e a DATE I_ 5 VERT. . _._. .�.� :......._ _. ... __ _ _ _... ,�. r . � . �. . �. � . . , �. . �. �. . . . . �. �, � � . . . . . . �. . � . . . . . . . . . . . �. . . : . . ............ . .:... . . ....... .. ..... .. .. ...... ........... ..... . ........... ......... .. ..... .. 140 � ...... ....... :..................................... .......... . ... ............. � . ...... .. . _.. . . .. . _... _ _. , . __ _ _ _ . :... ...... � � .... ......... ...... . ........ � ... ......... .......�. ........ 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I ..1,C5.:... :...:... ;... ......... ......... ....... : :::... ......... ......... .. ...... r, ......... ... .. ......... ...........,. ..... ... KUKER-RANKEN,INC./ ' � 7425 , � _: . ST�. � _��_ T �1 t��• � l�.t'� � �.1 � � vl�A-�- �_.�_�` Ma.-TG.�-� � ��� p,' � � _. KUKER-RANKEN INC. � J Final Joint must--� be saw-cut Saw-Cut or line drill underlying concrete� .� ` .� � � � � � � _ 0� � s� � � • � � Z� �'Q�r� 4-� �t�� '•• ���. � I \� .,. ,., f � �'. g ii ��. : _ .•�. G � +�� : _ —_ .. ' I Il.i" V�.� I � I ,�--- � .�i� _ � _ _ .,, __ I - — 3 ---- � v _ � � G � t— -- —µwH n�E.ssuy�� � '�C. C'I�r`=, h'bltil — — - — 5.�. I�'1_H. � ► ��T l�. . 3�---1 Z- g' 1_._T- T�I f��- 4�" M� F-1 . GASTING -OLY��; � �� Mu 30 D/T Q�: _ 5E� DE�T'AfL �_�;.�� ACUU5TMEIJT �t"� / �'. � V .� �% � N // � � / � / /� � � . i� � � G., � /i `` �\ �. � � `\� �� �` y � �� ir j �� �, i, / �' , \ CUN � M02T'la¢ JOIN�TY: PRECAST 5 ECi- i C, STEF�-3/4"DEFO�", STEPS 51..1�,LL �E IN' 2" min. Asphalt Concrete Exist�ng llsphalt Concrete� _ _ _ _ --- ___ . �-� ��'� ' � g�'? �''� " CSncrete Existing „ �'��'�" ��;;'` ��` ' �, min. Cement � 6 :t� i.. t' ti : `[f �'r ��'�4 Cement Concrete t :., �'^'��,:',�;! ----- ---- . 6" min. Crushed Surfacing Top Caurse Conc. shall be Cl. A(3/4) - • Portland Cem. Conc. Con- Compacted Crushed Rock forming to Sect. 6-U2.3. Backfill EXISTING ASPfIALT CONCRETE UVER CE�IENT CU(�{(:RETE Final Joint Aspt►alt Concrete (3" rnin. ) must be saw-cut rerl�cement patch to be 1" thicker than previously ___ _ _ _-_ �� - _�__ _ _ existed. Existing i�sphalt� '��'� '� �� �� -6" Min. Crushed Surfacing Concrete " � � Top Course Compacted Crushed Rock Backfill EXISTING ASPHALT CONCRETE OYER PREPARED GRIIDE Final Joint must Cement Concrete (a" I4in.) Replace- be saw-cut ment patch to be 1" thicker than _ previously existed. � -- --- -- ----- .i � , t'. .�..-1• .'" •�.;:,'�:''-�J• ;,^ i,���,�` •'� f �'ar _�?.�-`,.i!��. }'.,i. i~t �'�•., �:.�F�.•'� ' i: � : ':�sr ds.•`� - - - �J • ,� • '►.� •• . •: • {�. • 1 n ., - - - - - - - ---- - - -- ;;����: :i �;�,���:�1;,,.-�L Existing Cement Concrete Pavement ,--6" Min. Crusfied Surfacing '' Top Course Compacted Crushed Rock Conc. shall be C1. A(3/4)- Backfill Portland Cem. Conc. Conforming to Sect. 6-OZ.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE 1. See Sections 7-18 and 2-09 for Patching and i3ackfllling+ Specifications. 2. All trenches in roadway areas shall be backfilled and patched with temporary asNl�alt at the end of each work day, unless permission is gr�nted to do otherwise 6y the City Engineer and City Traffi� Engineer. 3. Illl temporary patches on treriches shall be perina€�ently patched �vithin 2 weeks of compjetion of work within the roadway area. . . , ,,�,,�-,� nav�m�nt� sh�ll be madP no mere +han one-half the depth __._.,` PAVEMENT PATCHING DETAILS N.T J- ;,: - ;45 D;A S7ANDARD MANH01� �O ��2 �I i N�T��_G"�'�C._—T lUt�-� ��-T�� 1 L_ ;,; ��._ ,, ��� `.—^._ _. ' G\��Z �-R Y i: 7RI.\y T � I , � � � 24" � ..:. N Q `' _ � �: , ..�' .. , n : N ►� � .e.. � � . l , , �. .'.: li��ti/il �. :a' '.. ;�. p ': ' � . c� > .� --�'1 .; . �� � �. ;_:, �' N � � .. :': ��:. . MOR1"AR F�L�ET— �'� . : p �, . • . 4' • • :� .p ,4•, Iq ;. � -� ' Cv''NIIN . � : � , . . . . , . . . • �• : � `� . �;� D • • P • . . � .�. � . _ �--�-! !-.�--��' M �N. � , . MAJC . PI PE SIZE- �'. LADDER- ST D. ALU � OR GAL�/ANIZED : cvn�cRErE su��_ � PRECAST �SE 5� OR CAST 1 IJ PL,aC E � � � � � � � \ �� . � S .S ►`^ f'► 2- � STA t — 8' LT "(� TY P C -48" M H N,�, iIi � I� _ -_-� � --_= - I �---�_ �,�\-� / `I __ __- _-_ __ �� -cP ��� � v-�� �- L-� 3' 'P�! � � ,c� 4+ C�4 � �� �T -� � � � ��.--'�. 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'Jr o� ___ -_ _=— ) � _ _ _ _-_ -` � ____ � . / � �� � Q t' Y �. aR _� ,�1 � . . . . �. � • , -• .� , r . • , ,• �. . t. .�:, ,, ,• �,. .:.. •, � , .,• . a. . � , ' �q.. . . �• � . �, � -� :.: : � ,. i: , N : 'r ., ." : , �. �. 4'' � 5t�� ► . . :': �;: : ; � ►. , . , .. . . � . . �, ; . • • . � � , : ., . .,• . . . , . , � , � • .► . . . •� . . �.� ♦ '�� . ':. ..... .. � .� . . . . • . .►� ' .. � . e � � � � � 4 ; - t�"MIIJ.- IZ''MAX. �' X _ Q �, '�- � � V4JZl4�.� 2' TO 5' � _� � cJ� I. �TE TO 8E �a�'�� DEFoRI,/1ED BAR GALVA�IIZ�D S�E`TY ST�P� OR EQUAL 2 51�� ARE TU �E ItJ f'I..ACE 6EF� MI� SECTIONS A�E 1�15T�LLED. 3. CASTINCa TO P.SE OLYI�/1P�G F�U►JDRY MN 30 Wfn-! M l--I 30 D/T oQ EQUAL . SEE DET-A� L 5. ►.4 4. MAIJuDLE SEGTIOtJS TO �E OF KE1�IFOR�ED PREC.45"T' COIJGRET� . 5. OPENING SNOU�D BE OI`I DOWNSTREAM SIDC . S�N ITARY SHALLOW MAN �IOLE TYPE ��A�� N--` s SANITARY MANHOLE TYPICAL DETAIL r:-- -__. OPEN ENO FOR OVERFLOW -'r AND MAtNTENANCE ' �� �: . : �� PIPE STRAP k BLOCKINC o• SHALL BE HOT OIP GALVANIZED � .• AND f+SPhiAIT COATED � � .�, .� � CONSTRUCT MANHOt� CHANNEL TO � SMOOTH TRANSITION TO PVC " ` a . �. :� — � .Q'e G�� � �� .� ' . • ! • '� , .,, .a . t.� - .. . . . . • � ..• - d 8' SCtiED 80 PV� TEE �X,�. EPDXY GROUT INTO MH �;; _, .�--�---?7� / 8� SCMEDULE 80 PVC SEWER IdAIN 6UT PIPE TO STRAlC�iT EDGE FOR SOUD JOlNT AT ANGLE wtAXJMUtrI 2'-0� SEPARATiON SCF�EDULE 80 PVC PIPE IENCTH AS REQUIRED — ANCHOR 70 MH WALL W/ 1/2' X 3� STAIN�SS STEEI EXPANSION BOLTS i 1 PLACES (TYP.) - 90 SCHEL�.�..� ME9 PVC BEND CEMENT CONCRETE BIOCKING . DROP STRUCTURE N-�.� The � R�/ kels En ineerin� Grou Inc. � REvI�ED D�P M�1 Co suiting Engineers �Civil, Municipal`,�Subdrv�sions 28301 183rd Ave SE • Kent, WA 98042 •(206) 631-6598 NO. REVISION A+4 RJ Bi2S ` gY qPPR. DATE �e%5 CITY OF RENTON DEPARTMENT OF PU6LIC WORKS N E 3RD STREET SEWER EXTENSION FROM I-405 TO BLAINE AVE. N.W. FOR : FIORILLO NORTH WE S T , I N C . ORN. ENGR. APPROVED SCA LE DATE SHEET DMA AJ R A J R AS NOTED 8/ 9/ 89 3 0 F 3 � Final Joint must be saw-cut Saw-Cut or line drill stin /1s halt underlying concrete .� � � � ' �� �� -- � � � V � � � 1- r � � s 1�I N�. � I �' �III --- - -__ _ __-, ` \ ''I — — -- — --��— w / ����� — �� --='=____ ____ �` � � �� `�-��� �..5 � 5�,� . 4 + C.o4 � ��1 \ ... �T�i17i�� • •� }�.-T. MC�t�1. C'P ,: . , 3 � ` �,z� �� - �� � � � � � ` �`�' �' �� �- � �%' `^' �� � . � f s'o � - ' • � � ; o` �N ��� � --. i 1 , ✓J �/` �� � � � LL N -.. - i \ � �� - � „ ��� z � � �- �� �' _ A�� � � �,�x .., � � f� c� ii `' � , � ,.,. �,.. . � ,�-�-- .. � � G� . �---� . • • ,.�.�... , - 5 � / — g ■��������'� s� �—'—• ��_ c.p� '�������. '� .. �.�• ■�s�■������� ' '''`U'--9 I . .. - •• - _ �• � / Z4� �� �■�■�� G>� g•� �H \�sv IG."111 � �� ���■ �� M.H. / ���� � �■• •��� � �^ � �— " �� \ nl � , � � � � • • � �ti • • • � � • � � _` - — a��--- � � o s�--1 �� � � � � � .� , _ � � _ — _ �� `' �z �" � - 3�- d � '�� �� - --- ( YEK piJMl� �-1 n or F v ' _ '��S I� - -�------ - - -- - - -- - -T--�- ' � 5.�. '� �� .. �, M.H I — Zq,� .� j IM��pW!"11'"uA ��IAN�" � I �G�� ��' � .. � � , � �I _ —�_-� � G� t'� —�_ �.F��H I� Cola.S �2ESSu12� h'1,�1h► � 3C� b/ V� 1 T•� \ �� �� � �. .. , . —=_ . �� ..-�� � _—.. \ ______ — ��v�' ___ _ �. � \ �. � � �- - =', _ .. - - - - - �..__,.� _ __. � . _ - - - � CYW _:� --- � -- �— !T — — \ �/ F N _ _ "— — — — — _ =�..e��"t 1Z'� W IeA'�`�� — — — . _ _ _ _ �_ _� c� � c vJ'�� — — — — — 3� � p� c_ 'P � � .�' ___ -_--__ - �.. _- /, ) - =o- - _ _ _ _ _-_ _ _ `- �� ;' �j -- � � � /' / � S.S. M_}-{. � I S� l� . 31---1 Z- g' 1_-T'. T�I I�� �- 4�" M� H. � t i ..� �/ � � \ �` ..� N / / /` \� /j / \\ � � . / ,, � � .� i � •. �j � �� `v i '' �� y ; � �r � j // ij �` �!� � I N-T�`2.�'��� 101� ���T� 1 � , „ �, S�� S�t���T 1 0� � �tz �'�n�l�.� < ��b\��c�N,�� I��o�M �� \c�+v ) _ O�1 T R/�.G T O Q � N A t,.., `, � I� �. D �/ ��i ►�� �-.G� G s�T 1 O tJ ►�-7 � �'T' C' F ��-.` 1T � �... � T� �=- �S � ►-� DUCTILE IRON TEE MJ:xMJxMJ /``................� • ,,� � � � ' ` � .�� , �� .• � I , � • � � � � •� i � ��� . , , .:. � ^ . y . N " .�.. � . f .. , ►. �:; 4,��It�1. :p.. _ ♦ 'i � L N �., : �,. 4a'' � J N � MOfZfAR FILLET — �'� ' �. : e ,. .�: • �- • •, .1. • �y ' < ♦ . �o''t�IIN . ' � � � � ' ' ' . .' ' � • ' : � � . ;� . � . . . . 0 . , . � . . d, ♦ .. . . ' .�' - � --.-+ I-�--�' M IrJ. GUN E MOIZTA (2 JO i I�T� PRECQST 5 ECT IC � STE�-3/4"DEFdRfYFG 6AR STEPS SI�,LL �E INC � J�� D �v �/2 �I MAX. PIPE S(ZE-� LADDER- STD. AL� _.' �� M OR GAL�/�J IZED := � :1� . CUNGRETE 51--lE:_ PRECAST �,SE �- " _ ; �i OR CAST 1 IJ PL.,�sC �` � �d ^i1 �-r ::`.. :,.., : �„M�N.—IZ''MAX. . �• ., . ,; , � `• �' .� •• 'p ..► , ', • ' ' ..• . d. x -. . :�. . • .► . . • � q ' � .� M •►. �� � ., _ i� � . N :i t �. — �/4JZ� 2'TD 5�ZC d ' � � �. L 4 . �jL� ► .. '� : : :;: �' s ' . . . � � . .. . � . . . � � � : . . . � , ; ; .� . ' . ,�� , '. . . . . � . . • , . • . ► . i. � , .e. . . • . � �. • .. . . •. �p . ► r • . .►. , .. � , . .. s ' � 1 Cd S� I. �TE TO P�E �4'' � pEFpRI,/1 ED BAR GALVAIJ fZ� D �,4FE-1Y �P� o�Z EQUA� � 2. �F5 Al2E TU �E IIJ f�L.ACE 6EEF� M►� SECTIOIJS A2E 1�15Tt�LLED. 3. CASTItJCa TO P.SE OLYI�/1PIG Ft�UtJDR�( M N 30 W(Tl-J M l-a 30 D/T OQ �QUAL . SEE DEl-QI L 5. I.¢ 4. M,4�luOLE SEGTIO�JS �f0 F�E OF RE1�IFORCED PRECQST COtJGRET� . 5. OPENING SNDULD BE ON DOWNSTREAM SIDE . C�',�_RETE BLOCKING ` i�. CONC . CLASS B(1-1; 2) NOTE DROP PIPING TO BE SAME SIZE AS INTERCEPTE�� ScbJE F.. QACKFILL DROP PIP.`�!' .;'-"= COMPACTEO MATERIAL � DIRECTED BY ENGINE�= DROP STRUCTUR?� � � ; � SANITARY SHALLOW MANHOLE TYPE ��A�� ►�� —�- � SANITARY MANHOLE TYPICAL DETAf ! _ PLUG, ��I.J. 4JITH GA`.�KCT, QOTH CUT IN IiF1LF �'-� MANHOLE WALL� � SEE DETAIL 5.1.3 ,�. J;•, � �� o� � .' , . �. •J� 0'.• : o' �� �.0 J.• .�� •J� u ; �: J' �'r 2" min. Asphalt Concrete 9 P Concrete� _ _ _ _ _ _ _ _ �cisting „ ";'�`':�'��;�;;'`���g�,�'s " min Cement ��ncrete �ment Concrete� � 6 �{,i';;;q�►.:Ytf • ,. -- -- ------- -- �•-�:��-;.d`, ���'�� ---- - -- - - � 6" min. Crushed Surfacing onc . sh�>> 1 �e C1 . A(�3/4 )- Top Course F'ortland Cem. Conc. Con- Compacted Crushed Rock �^��rming to Sect. 6-U2.3. Backfill EXISTING 11SPHALT CONCRETE UVER CEh1ENT CUNCRETE Final Joint 11spl�alt Concrete (3" min. ) must be saw-cut re�►l�cement patch to be ___ _ _ _ _ __ ._ _ 1 thicker than previously � __ - _ _ _ _ _ _ _ _ __ _ _ exi sted. /i�; i� �!�.i,i�/i. ��� Existing Asphalt �� "" -6" Min. Crushed Surfacing Concrete 6" / � Top Course I �Compacted Crushed Rock Qackfill EXISTING ASPHIILT CONCRETE OVER PREPARED GRADE Final Joint must Cement Concrete (B" �4in.) Replace- be saw-cut ment patch to be 1" thicker than previously existed. ------------ :;/S:i'�'�f�t `''v„•�:',v:'.:=�r,;- �',t`? ------- ; . ; `�: <<i� �.' - : ¢�'�-` ��+'�t _ : _ �t. ---------- - �S`•�t�,b�'�_;s•'•�:;�.� ��°�'�.;;:'^���.�{��------- ' ��KL�. - S � •� ✓�?' � L Existing Cement Concrete Pavement „ ---6" Min. Crushed Surfacing Top Course Compacted Crushed Rock Conc. shall be Cl. /1 (3/4)- Backfill Portland Cem. Conc. Conforming to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE _. See Sections 7-18 and 2-09 for Patchin� and F3ackfilling Specifications. . 1111 trenches in roadway areas shall be backfilled and patched with temporary asNl�alt at the end of each work day, unless permission is granted to do otherwise 6y the City Engineer and City Traffi� �ngineer. llll temporary p�tches on trenches shall be permanentTy patched ►vithiR 2 weeks of compTetion of work within the roadway area. , Saw c�its on concrete pavements shall be made no more t.han one-half the depth of the existing slab. . �omnacted Gravel Backfill Class "B" may �e used upon a{�proval of the Engineer � on trenches over 200 feet in lenqth. _ - PAVEMENT PATCHING DETAILS N.T J. -_ : iRON �:.,F- 'if� : �TURaED SOI L ,�TRANSITION COUPLiNG ;' TO FIT ` �SEWER LINE �-///= '/' `''!p ///� /r� -" • - - �+ --- ; .!{VEL E�ACKFILL � �" "iLE IRON PIPE CLASS 50 ; '�'�� '�,T L?NED, LENGTH TO � iT. -- , ,_TE �"�SING �-- .` , ��:. ._ _,�;C'�i 90° LEND :" , � � .: �� � � �, � v 'a�: o� '1'. �' . �' 4' , o• .. , � ; .e � • ., � •.:a: ., '. : . , � , • • j ': o • ... .,�.'.,.�. .. � ,�.�. . /pi =///= /// '= /// = l� � i � The . Rykels Engineering Group Inc. Consulting Engineers - Civil, Municipal, Subdivisions 28301 183rd Ave SE • Kent, WA 98042 •(206) 63'1-6598 rvo. ti BY � qPPR. � DATE '�!g/64 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS NORTH 3RD STREET SEWER EXTENSION FROM I-405 TO BLAI NE AVE. N.W. FOR : FIORILLO NORTHWEST , INC . DRN. ENGR. qppROVED SCA LE DATE SHEET OMA AJ R A J R AS NOTED 8/ 9/ 89 3 0 F 3 ,,.�.,-. . . _ .__.. ,� , . ,. .... , __.._ .._._ __ ._ ..,r,>y,..�rrc-'- �. ' �' �.:•.,car .:...,.� ,_ ._.. _. . .... .. . .. . . . . . . GENERAL NOTES 1. AL� WORKM?,NSHIP AND I�t1�,TERI�LS SHI►LL BE IN CONFOkt.,•.t+ ::: ,, ITti THE S'I'ANDARDS AND SPECIFICATTONS OF THE CITY Ut�' �•:i::N'I'ON � ! UTILITY AEPAI2TMENT AND THE LATEST EDITION OP THE h�U�'i'IAFt�A I, � STANDARDS AND SPECIFICATIONS. A SET OF 1�►PPk:�'�'�D PLAN5 V � SHALL BE KEPT ON SITE AT �LL TIMES DURING CONSTRUC`i'ION. �� �� �' 2. THE HOURS OF WORK WITH THE STREET RIGHT-OF-WAY �ti-.;;L b�: . � LIMITED TQ TO ON WEEKDl►YS UNLESS UitI1 ;cwI.SE: � � ia; `.� . . . . ' ' �� ���� APPROVED IN WRIT�NG BY THE DEPARTMENT OF PUF3LIC WukrS J�.'1' �/ �J'I �_r J�oG��'� a 235-2635. ALL STREET AND L1�,NE CLOSURES, PAKTIAL �f< t'ULI., �iQ `��//" i�� ��'���� Y THE DEPARTMENT OF PUBLIC WOFti:� ��� .'[Gl:k� '�/ `� SHALL' BE APPROVED H � � Q� � �i IH ADVANCE. � � ��`^� " ���� �� 3. THE LOCATION OF EXI3TING UTILITIES AS SHOWN ON THE I'LAi��:� �FtF: ,�v n APPROXIMATE, BASED ON FIELD SURVEYS AND RESEAfiCH O1' �»-csGII.'i' ��1JoT��� �c'�t�tP1�.C._Tlc>tJ �"o t�1��'. �c.t�llTA��i �v • PI..ANS PROVIAED BY THE CITY OF RENTON. THE ACTUAL 1.�Ch'1 [UNS, �y�l�� I=_� .:��..1�1�_.�._-c -To T1-�r� -ry ELEVATIONS ?.ND DEPTHS OF EXIS`rING UTILITIES SHhi..l. F'�� : i�l�f) IN�G.-f1c� , T� �,-�-��1c�, �� I VERIFIED BY THE CONTRACTOR TO �►VOID DISTURIIANCE �t: i: •��tAGL' ����\� ------ , No�t" �.'. N lUH t���:: �:x��'� Nt���1 DURING CONSTRUCTION. 1A•5 �c?`�� nF �►-�� E-x�5�". �.�.��T� . - , �-- ;i ; ' �I.JC-HC���� V�l/ � � G�l . E� Y �=-� f S�W� �`�'�-�'�M . �.�. 1"1. �-1 / TC�' c-�F �iC`='� � '�'-=7 � t��-� ,-.v`l � 5TA � t-1 L - r-; �-Z" . . � q. pRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL DE RE� '':N:�I13L� Ty1�� ,� T�� � c',`��� ��� �-�`�� 4' ' FOR THE NOTIFICATION OF ?►LL UTILITY CONP�+NSES t tti:••i E:R, _-� � .v` � ' SANITARY SEWER, STORM SEWER, NATURAL GAS, POWEi2, T'�.L �'i'�N�, �� `{ CATV, ETC) TO VERIFY THE EXISTENCE ANQ ?►CTUAL LGC .1i.;� OI' S��'`. O+a�-' `�- ! - , -__ __..__ _ _ _ _ _ �' `" UTILITIES. THE CONTRACTOR SHALL CALL OME-CALL FOk LGCAi 1C�tS �'1otJ �ti C-�==�r==- �� ` -CONN'�-� �c-� t=xi-�. -,=�1. (�I .. � , i T �- ��� �- ���. (1-800-424-5555). _. , � �.�. �, ', S�YJ �k= M 1-1 . - v � a G �1 ���. t � :_„r,.. ' � ' Y, .� � �� ' '� `` � ' lNV�3Z--C �l_��l . �P�.10� T�� \ --.. _ _f � �11 5. A PRECONSTRUCTION CONFERENCE IS REQUIR�A Pi2lt�i� 1 C� At1Y , . � W � �., � GGtiI �.�"{" '2�1 : _ -T 1 c-� h 1 � . CONSTRUCTIODJ. A HI?(IMUM O F T H R E E W O R K I N G D A Y S t 1 0T I C t: I� �' ""' ' � � � \ , � � REQUIR�D F�R SCHEDULING. PRIOR TO SCHEDULIttG THE PF�i;Ct;tJ, A ``� � 'Q \ � ` � ', °� PERMIT INFORMATION SHEET MU3T BE SUPPLIED TO TtiL Cl`I',L.ITY , .. .. _ __ `� T� ✓�: �. '� ` `� � Zg � y�`� __ / � ` ` , � '\ � CE WILL B� REQU 1 ki:i� ; <1Glt • -� �.. �3. - �._,� �ut-'t �'T E�::��_ r C.� � � � � ,� _ ENGINEER S OFFICE. 24 HOUR NOTI \ _ , G.� a A l/y, 1 TO STARTING NEW CONSTRUCTION . \ / w� � M�' '� J ` ���� '�� 1 ..\`.. ' • .. . ��v' "^+..",� ' � � . K_l 6y.�T C. . ` �JL.� j �.✓� JT� �".. . ` 1'-=;.-, - �"` - ` 1 ���ui / ' � �_ s� �N���r ` _ ' ` r \� 4 / \��, . :-�- 11 ,��� i �� 6. THE SANIT?,RY SEWER MAIN SHALL BE 'PESTED AND IN,�i�i.::i1.. Itt � 3} tt _ .. . , , / JICCORDANC� WITH THE CITX STANpI►RDS PRIOR TO aCCEF�`i'At+Cf::. 'g •'° f �' ��� ���" � `�• ���1j�� � . _ .� . " � - . � ' `,�,iv •�l'J'y�"'�' ' I / �� � . . � /II j���,�,,,,'l. ( _.. �� �'�A a� '�,_.t.�.- 1_-'' (i.,, �:` �w�S ,1 1, `,' J___-��-'- , --_ _ . � / • _ ---- � - . 7. IT SHALL BE THE CONTRACTORS RESPONSTBILITY TO ::L:.�::L :.I.I� ,� � °� �`` ,�����'�• �"` � � � '�� "� �' '�`' , ~� ° _. � ,` __ � ti. �1:-., r t:P4 _ �:. )- :i ,, �,4_..� � NECESSARY PERMITS PRIOR To STARTING CONSTRU<:�TiaN. � - � _.-� ' ' � ' / a ^ �,,�`"_ . , �,,,����������� � p� � �` ' � � �.. f'l . C w;�t�1 _-�2__ .v��`Q�� ` - .� „ � , � ._ I• � � �� MN /� , �ti ioa _w., _ -- .�� � _ �--- l , � � �, `_ � � 1 � � _ _ ao � � � y _ - � ., _1:r'�"�.-�-� S . _ ' - 8. INSPECTION WILL BE ACCOMPLISHED BY THE CITY OF Ri:N'.�'.li. IZ' � / �-. � y� � :' _r - � � , � : , . � ,�, � � � , � `_ ' ._._...�--.. ,,,...,�, ,��i��� , . � ,_.. _ M '..----�.,.._-' ��Uaai�r►rr r������u� �������•' �` , :� SHALL BE THE CON'1'121�,CTOR•S RE3PONSIBILITY TO NuI'1rY `PHE ,. � '� , �� ` , UTILITY DEPARTMENT 24 HOURS IN ?►DVANCE OF CONSTRUC I'1 �:� .'1'HE � ,,,,'a�, \ \ • � � � � � � ^` _��-,�`•. � _ . ����-,,,. �, � \ /� ��� �u 1 �:.�. _ � : � '� . -- , _ � a,: CONTRACTOR SHALL KEEP J►S-BUILT DRAWINGS. \� � � �--- �� \ p . � � � •_ ��uu���i ��` , ��, � .� - �� �►���� �. r \ -_ 2.-... 11��� . ._---� .. --- - � ... ��� \��Ilitiif/t5� + � .- . _ � _ `� „��S JFO� p _'�-----�---. '_ �� -- -- . � - - .. \ ~' _ "- -- _ N � ` •h`•�a � � . r����ri.�e�►e��u���ut �,.�,�*t,.:...-_ �oq„-1 _ � ���� �1� �, . ` � ' 9 . ASPHALT 14NA CONCRET� PAVEMENT SHALL BE S�,WCUT To �=. r: r r� : MUrt � \ �`' � � � •� � �� � � � � �"", �� N � ` , < <, � � " �..� � �� _ - _ k DEPTH OF 2 INCHES. ALL SURFACE CQNCRETE, Pn�'i:t:: NT, ��� •"� � � , � �' ,y�,r - " �rJ `` � �� ��� y� - --- -- .._. MN v .- _� `� SIDEwALKs CURHS GUTTERS, AND DRIVEwaY J�►PPR01�cti�s �:Fi.;: � Bf: / � \ ,` � �---._'___...... ,r .,�G - -�-` � ,o - • � b i� � w i � - - J` _ � . ' � .� -- � � - ` �.. � `.. ` ��' �` __ f1 I " � ,�' � i.l. - �l- � ,_.....1�'�+'"'t"-�'`"'" �W ,, � !' _ 2 •�. _ - -- SAWCUT TO A MINIMUM DEPTH OF TWO INCHES, OR REMGvi.G i'�: Iil._ -- ::____-_ _ �- ` , , . . . � . . �.� --_ _ • „ � I '� ... .-, ---��. _�.`e . _ "` . _ 4- ,�,- _`:- _ - . - � : NEAREST JOINT. „ '� r ��b �J .. - -- .\ _ ....-�.."'^"` .� _ _ _ - _ J 2Q. �,�IY REVISIONS TO THE l►P�'ROVED PLANS MUST BE RL4 � L.,..:� :sNU ` u�� -__- _- --- __ - -- _ _ ,,,- `'�"'S Nw N - � `� �, • t, : �. � � - _- - - - � �'_ __-., /w �rJ a/W � yr --- � . "' � iustt�'.�. _ � -. _ `:s.r^��~ `�''i�� - � i APPROVED BY THE CITY OF RENTON PRIOR TO IHPLEMEt+ ir'1 :�_.;; IN _ __ ___ _ .�.� p.,` -- � _ F ,,� - - - , .-�` ':"o�----- � , , ". d - _ _ THE FIELD. ` -- _ ..----. __ ___ �� � � �_ _ _._ =_- - _ ,,' �� � � -ri<_ . , t ;�,7 �- .. r- � "' ' _` --- ..._ . . _ - ,' J _ �� s� � _- +.,.`� t�..IGY. r..i �� � 11, ALL SANIT?,RY SEWER PIPING SH?,LL BE SCHEDULE 80 , �} � � t� , �E , - -" /-----� �� / .�^ '- ' ' �'�'��ti`���� � " � CONFORMING TO THE APPROPRIATE ASTM STANDARDS, ALL JOlt+i'� yND �� `\ � , 1 V NT WELDED JOIN`P� . .�,LL � ; ,•� � � � -� ��-_�_- �• I' - 4� t-�21z�i.1T PIPE CONNECTIONS SHALL BE SOL E � �� � �"- �, ������`- ERIALS SHALL BE IN ACCORDANC�: �ti � ; :. :Hr: � � '�^ . � WORKMANSNIP 1►Np MI►T �� I� I MANUFACTtJRER�S SPECIFICJ►TYONS. �/ „ � , , �l � \ I � i , � 'Y , . '., ; 12. 1�LL CONNECTIONS OF PVC PIPE TO MANHOLES SHALL is�. ::- • t=� J � / � \ � .._. �, `. , � � ,_. ( ,� � . _ . _ __.. __� USZNG A.C. OR GPK MANHOLE AA�►PTERS OR APPROV£D EQU: .-• �� � . � � ��'^ �-- � ' " �'� �--� , : .` , '� \ c�.:C�,. : , : ; � s.::� ,,,.,-c ~i c.�t- REPI.ACE, OR REL, 1 E :.LL �; 13. 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DATE DMA AJR AJR °_ ' VERT. 5/20/89 2 OF3 28301 183�d Ave SE • Kent, WA 98042 •(206) 631-6598 _ __ � 5 �V INC. � G_., . � . r� . �-�. . � c� -- — _ — ---- �--� 1> . 1� Co d S �0'2. c�N N'��-� \ G�� -�o F-�,o�b�Nca '�t�.t� _ _ . � , ,..� . ..,; .. . �r ,� , ., M. , , r , � r< ..:�. �: _ �, :; -- , r .�; �_, , .. �.. . , . � ,�. - _ ,r:. . _ z , ,. ,. ��, , . , : _ . , �,� �_ _ ...a. ,- ,. , � _ _;:� �, ..x. *... +�*... x �. ... . , _,_ .._ �o- stiX:�siPdiF #v�ae.%�""' ,9W. sdd�.+:. .o�-9M71 �.ti�n.�..��.,.._..n. �:.. ...::: , . . ,_. ....,�,. m . _... -,. �:�� . .;:��. - . . _ _ r .� ..... . ..�. .. . - ��F�w-;<,.,� ,. � .. gy .:... ...,..,.. . .... ....:,...._ ..,,.. . ,.. . . .... ..:: ..' . ... . ,...._e : _. �. �: ,.. �:, ,,.. . .c�`- : �. . .. . � _ ._ ^-w"�.- ,. _. , . .... .. . . _..:. .� . :... .. . .. :. . ..�'_'.�2.�$, � .. . . . . „w . ._... ::�,,. .�. . :..;,,-`,�`� .,., . . . . . . . . .. . ,. . . .. .. ... . . . . ._ . . , � . � . �`. �!L -�''� � . . . . . . . �. �„ ..b,:�=_;.... .w.�a.. .. .. . _. f . . ^�"c ..' __. . ......_�.. , d. ....�,.,.-.�..�..,.,...... . _ __. - . . . . , �.,..,..�.. . ...<..�.,...,..._,`�.:... ..._._.,.�-_. ., . . . . . . . .. .... . . ... ... ... .. . . . ...;Y . . . . . .. . . ... .. _....�..,. . ., . .,... . .. � �...e.�:� _...,,.._ ..:Y:,...va.,. �; ��.� ... . . .- . .. . . . . . r: . . . . . . . ... . .. . . -.�. . . .. _. � , ._-_ __ . - -."_-.__�,,. e W �. a 0 > a , �� � I � W W �c Y W W = x v u > o i < W W � � I >:�o � O H i Q � Y Q m �' O � z z � W I f' Q � i I � } I m� W Y V IV N Z o � W v W O W Z � W N Z °C W � � W p � U a p Q f � a H i l� o �n W Y � �� W m �O o 0 Z Z GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN CONFORMANCi, WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF 'ENTON U'TILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDO"'/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED ?LANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK WITH THE STREET RIGHT-OF-WAY SHA:,L BE LIMITED TO TO ON WEEKDAYS UNLESS OTHFRWISE APPROVED IN WRIT�NG BY THE DEPARTMENT OF PUBLIC WOR�S AT 235-2635. ALL STREET AND LANE CLOSURES, PARTIAL OR �'ULL, SHALL' BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 'IOURS IN ADVANCE. 3. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLAh� ARE APPROXIMATE, BASED ON FIELD SURVEYS AND RESEARCH OF AS-3UILT PLANS PROVIDED BY THE CITY OF RENTON. THE ACTUAL LOCA'I'ONS, ELEVATIONS AND DEPTHS OF EXISTING UTILITIES SHALL BE IELD VERIFIED BY THE CONTRACTOR TO AVOID DISTURBANCE OR C MAG� DURING CONSTRUCTION. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPON IIIL� FOR THE NOTIFICATZON OF ALL UTILITY COMPANIES (W PER, SANITARY SEWER, STORM SEWER, NATURAL GAS, POWER, TELEPION�, CATV, ETC) TO VERIFY THE EXISTENCE AND ACTUAL LOCATICI OI' UTILITIES. THE CONTRACTOR SHALL CALL ONE-CALL FOR LOCA`IOl1S (1-800-424-5555). 5. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO APiY CONSTRUCTION. A MIPiIMUM OP' THREE WORKING DAYS NOTIC; IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECCN, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UT:;'�ITY ENGINEER'S OFFICE. 2�L HOUR NOTICE WILL B� REQUIRED "tIOR TO STARTING NEW CONSTRUCTION. 6. THE SANITARY SEWER MAIN SHALL BE TESTED AND INSPECTE IP( ACCORDANCE WITH THE CITY S2ANDARDS PRIOR TO ACCEPTANCE. 7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECL'R? ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 8. INSPECTION WILL BE ACCOMPLISHED BY THE CITY OF RENTOtd. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIF'i THE U'�'ILITY DEPARTMENT 24 HOURS IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL KEEP AS-BUILT DRAWINGS. 9. ASPHALT AND CONCRETE PAVEMENT SHALL BE SAWCUT TO A MIN MUM DEPTH OF 2 INCHES. ALL SURFACE CONCRETE, PAVEM:NT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHA,1' BE SpWCUT TO A MINIMUM DEPTH OF TWO INCHES, OR REMOV�D `I _i!E NEAREST JOINT. 10. ANY REVISIONS TO THE APPROVED PL?►NS IYIiJST BE REVIEWED AND APPROVED BY THE CITY OF RENTON PRIOR TO IMPLEMENTATIOt� IN THE FIELD. 11. AI,L SANZTARY SEWER PIPING SHALL BE SCHEDULE 80, PVC P:;E, CC)NFORMING TO THE APPROPRIATE ASTM STANDARDS, ALL JOINTS AND PIPE CONNECTIONS SHALL BE SOLVENT WELDED JOINTS. ALL WC)RKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE W:PFi THE M��NUFACTURER'S SPECIFICATIONS. 12. AI�L CONNECTIONS OF PVC PIPE TO MANHOLES SHALL BE t•1: BY Uf�ING A.C. OR GPK MANHOLE ADAPTERS OR APPROVED EQUAL. 13. TT[E CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCr•.' SI:GNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTF: , PE:R THE CITY'S STANDARD DETAILS. _S-T,�._ o �-c� v � Mot�l. 1t�1 �A.�� ,s • �o �9 • 43 so • o0 �1�T'�'. GOt�IN�LT IC�tJ TO �IST. �N ITA��1 � y�l��, IS Sl...l�3��LT -CO TN�c T�1 IN�L-�Iot�1 , T�S�ItJCa , e �t�,\�. �S I�-G��t�.) O� T�\'E EX\ST. �.N1TL�y S'�. W S�1 S-�' �.M ��- /,� C�NN'��-� T� �.�T. �t�l. �- / � .�[ s�YJ'�� M .1-a . - v'��F�1 � �►.j��� ���v �rz � S.S. Ni. �1 . # I STA. 3i-�Z - 0 �-T. _ T`It�� _ - 48�� M . F-k -/ � v , '1!� I I' ��'- V � /o � � V 4 � (� , � h � �,�; �-�v � �� /w� � � '� V ! ,�� � � D� /�� ��-,�� � � � V � �i v �v No-C�'. 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