Loading...
HomeMy WebLinkAboutWWP272955(9) " CITY OF RENTON ..LL Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 22, 2003 Scott Clemons Frank Coluccio Construction Co. 9600 M. L. King Way S. Seattle, WA 98118-5693 SUBJECT: EAST KENNYDALE SANITARY SEWER INFILL: SIDE SEWER TRENCH FAILURE Scott: This is to inform you that Dayton Avenue NE is experiencing trench settlement in the location of two side sewers that were installed as part of the East Kennydale Sanitary Sewer Infill project. The side sewers are located in the cul-de-sac and serve the houses at 2524 and 2516 Dayton Avenue NE. The settlement has resulted in a depression in the asphalt cul-de-sac. In addition, the water valve cover located in this cul-de-sac will not seat properly and occasionally comes off when driven over by a car. It appears that the base of the valve box extends too far into the top section thereby preventing the cover from seating completely. Since these issues have taken place within the one-year warranty period (Section 1-05.10 of the Project Supplemental Specifications), please call me at 425-430-7279 to coordinate a schedule to make the necessary repairs. Sincerely, f Jo Hobson, Project Manager Wastewater Utility HA\File Sys\WWP-WasteWater\WWP-27-2955 East Kennydale Sewer lnfill\Construction\Trench-failure.doc\JDH R\tb 1055 South Grady Way-Renton,Washington 98055 1` E l�AT T OAT This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE 01 GL eC0 OG0 �`�0 a`eet �o . o� DECEIVE APR 2 - 2003 a✓ITY OF RENTON UTILITY S� gT�MS March 27, 2003 John Hobson, P.M. City of Renton 1055 South Grady Way Renton, WA 98055 Our auditor, John Shafer CPA, is conducting an audit of financial statements. Please confirm the following information regarding our contract with you as of December 31, 2002. Contract number and description: East Kennydale Sanitary Sewer& Watermain Original Contract Price: 946,807.00 Total approved change orders through change order# 11 421,641.00 Total contract price including change orders 1,368,448.00 Total amount of progress billings as of December 31, 2002 (thru # 7) 1,368,448.00 Total amount of remittances as of December 31, 2002 1,124,493.82 Total amount of retainage as of December 31, 2002 0.00 Total unpaid progress billings as of December 31, 2002 243,954.18 Estimated percentage of completion of contract Please indicate below whether this is in agreement with your records. If there are differences, please provide any information that will assist our auditor in reconciling the differences. In addition, please provide details of any claims, back charges, or disputes that you are aware of concerning this contract. Sincerely, FRANK COLUCCIO CONSTRUCTION COMPANY Donald A. Harris Controller DAH/mg 22006 9600 M.L. King Way South•Seattle,Washington 98118-5693•(206)722-5306•Fax(206)725-4764•FR•AN•KC•C340L7 EVERGREEN ADJUSTMENT SERVICE, INC. Independent Adjusters PO Box 30088 Seattle, Washington 98103 Telephone (800) 933-4235 FAX (206) 297-2033 Tax ID# 91-1397266 October 22, 2002 Frank Coluccio Construction Company Attention: Scott Clemons 9800 Martin Luther King Way S Seattle, WA 98 1 1 8-5693 RE: INSURED: City of Renton DATE OF LOSS: 10/17/02 OUR FILE: R02-2558 Dear Scott, Cheryl Bell, who lives at 2310 Aberdeen Ave. NE, Renton, has made a claim against the City of Renton for damage done to her home from the water main break. Apparently sand and silt came into the system through the broken pipe while she was doing laundry. The sand plugged her washing machine causing it to overflow. She has damage to her brand new Pergo floor and a cleaning company had to be called to dry out other rooms in her home. I understand you were the contractor working under contract for the City of Renton on the East Kennydale Sanitary Sewer project when the accident happened. It has been reported that your employees were compacting crushed rock with a vibrating roller right above the water main when it burst. The City is named as an additional insured under your liability insurance policy. I am hereby tendering this claim to you for further handling. Please notify your insurance company immediately. Because this claim was called in to us on an emergency basis we do not yet have a Claim for Damages form from Ms Bell. She can be contacted directly: at work 206-351-1616, or at home 425-226-5557. Please have your insurance company call me at 425-424-2192 to discuss this claim. Sincerely, Lorna Bolong Senior Claims Representative RECEIVED LB/gg022558c1 OCT 2 2002 PC= EVERGREEN ADJUSTMENT SERVICE, INC. Independent Adjusters PO Box 30088 Seattle, Washington 98103 Telephone (800) 933-4235 FAX (206) 297-2033 Tax ID#91-1397266 October 22, 2002 Frank Coluccio Construction Company Attention: Scott Clemons 9800 Martin Luther King Way S Seattle, WA 98118-5693 RE INSURED: City of Renton DATE OF LOSS: 8/l/02 OUR FILE: R02-2537 Dear Scott, Enclosed is the Claim for Damages form received from Dan and Marlene Dymarkowski who live at 2020 NE 24th in Renton. They are claiming damage to their home from the vibrations caused from your equipment working on the East Kennydale Sanitary Sewer project. I understand your company is working under contract for the City of Renton on this project. The City of Renton is named as an additional insured under your liability insurance. I am therefore tendering this claim to you for further handling. Please notify your insurance company immediately Please have you insurance company respond to me that they have received this claim by calling 425- 424-2192. Sincerely, Lorna Bolong Senior Claims Representative c: Dan and Marlene Dymarkawski LB/gg 022537cI ' RECEIVED OCT 2 5 2002 CCC Sent By: Evergreen Adjustment Servic 206 297 2033; Oct-9-02 Ir -9AM; Page 3/5 OCT-07-2002 13: 10 ITY% MZW0N - CLAYM A-9� csl do C[ty Clerk Dirido ['iAt'm RFr F�v�n • 4 C T 01 2002 joss so.czar way.Roo 126 s : Retuom,w a 5 OCT 01 2M2 42S-430-6510 0,I-i y CLERK'S OFFICEHUNAN RESOURCES Claimant Name: T or nl �1 &21?.. i T SK M q Address: Date of Occurrence City,State.Zip re.J [,c9 Time of Occurrence: Home phone number: _{ G-s, place of Occurrence. Work phone number: (Attach additional short if more space 6 needed.) , Describe it detail how the injury or damage 20 Describe what sp/e�c�ifiic�act or omission_on the`City's oart you feel caused tthhe_ityur�� age 12 (:1+41rn su�bmitt�ed to your insurance co.? (Yes ct!9) if yes,ins.nametpolicy 1► __�J list,witneaaes name8,addnesses&phone numbers-fM,,, �0J_t gA •y L j'� ��3 � el M&QRTANT-42-0-k. Attach supportive documentation for claim Mount,includiee repair bill,estimates,medical report For Auto accident dairns.+romplete additional information on rrvgjIg side of f4gtm. TICS FORM UST BE SIGNED AND NOTAN.i7.F.D: 1,the claimant above described,hereby declare that the statements and t�formati{ contained i this claiim�true and correct to the best of my knowledge- e 0 UJ � Dta4e: State of Was a+ton ``�. ww magt) Identify «4imdf4j1V by .04 YA Sea .,J " ' OT YPURIJC MY Appt. e1qPirrs: - Sent By: Evergreen Adjustment Sery 1; 206 297 2033; Oct-9-02 LOAM; Page 5/5 OCT-07-2002 1_S=1i `• DARtRE i RUTKA CD's CaNSTRUMON Bsf ut M7-178 AVF-SE RENTON WASH 98059 `:' number E 1056 Dace 09/27/02 I Hin To TO DAM DYMARKOWSKI 425-2264965 20 6-NE 24TH S1NMI RE MN WASH 98056 P.O.Number Tama Saks Rep Saks Territory code 50%60% DARRM.L KUkKi Unrt rnoc Amour[ I KnT cHm PLOoR l REN OVE AND RESET RASE wcablc 65.00 45.00 5.00 REMOVE AND�5ET D19MASHM Umble 45.00 4 1 RFbQDVir AVID RESET MG taxabic 35.00 35.00 1 REMOVE AND RESET DEW bwd t 45.00 45.00 2 MOVE TANZ AND CHAIRES taxable 20.00 40.00 1 REMOVE UNDOu.AYNIM Oaxable 250.00 250.00 Z70 SF W L ND13M AYNEW uxable 3.50 945-00 30 SQ YARDS VDM PRI°.MI11M GRADE taxaNe 22.00 660.00 i 1 MASK AND PROTECT wrabk M.00 125.00 I DUw p rPS taxable 123-00 125.00 I CCINTRACIXORSOV)]*lEAD uuesble 233-50 233.50 I CONTRACTORS FROM 233.50 233.50 -77 2.8020) . Ssl s TIM fa)8_We 2,4658 AAS Tax®0.004% 0.11 1 ; TOTAL LN04L69 C r EVERGREEN ADJUSTMENT SERVICE, INC. Independent Adjusters PO Box 30088 Seattle, Washington 98103 CONFIDENTIAL Telephone (800) 933-4235 FAX (206) 297-2033 Tax ID#91-1397266 October 22, 2002 PID LY/ Frank Coluccio Construction Company Attention: Scott Clemons 9800 Martin Luther King Way S Seattle, WA 98 1 1 8-5693 City of Renton Received RE: INSURED: City of Renton DEC 0 2 7002 DATE OF LOSS: 10/17/02 OUR FILE: R02-2558 Human Resources& Risk Management Dear Scott, Cheryl Bell, who lives at 2310 Aberdeen Ave. NE, Renton, has made a claim against the City of Renton for damage done to her home from the water main break. Apparently sand and silt came into the system through the broken pipe while she was doing laundry. The sand plugged her washing machine causing it to overflow. She has damage to her brand new Pergo floor and a cleaning company had to be called to dry out other rooms in her home. I understand you were the contractor working under contract for the City of Renton on the East Kennydale Sanitary Sewer project when the accident happened. It has been reported that your employees were compacting crushed rock with a vibrating roller right above the water main when it burst. The City is named as an additional insured under your liability insurance policy. I am hereby tendering this claim to you for further handling. Please notify your insurance company immediately. Because this claim was called in to us on an emergency basis we do not yet have a Claim for Damages form from Ms Bell. She can be contacted directly: at work 206-351-1616, or at home 425-226-5557. Please have your insurance company call me at 425-424-2192 to discuss this claim. Sincerely, 347yw� Lorna Bolong Senior Claims Representative be: Shari Hinshaw, WCIA Mike Webby, City of Renton Paulie Sulky, City of Renton LB/gg 022558c 1 EVERGREEN ADJUSTMENT SERVICE 311MVED Independent Adjusters DEC - 4 2002 PO Box 30088 CITY OF RENTON MSADMINC Seattle, WA 98103 0 Telephone (800) 933-4235 FAX (206) 297-2033 CONFIDENTIAL/NOT FOR PUBLIC DISCLOSUREIPREPARE.D IN ANTP711PATION OF LITIGATION November 25, 2002 Shari Hinshaw Washington Cities Insurance Authority PO Box 1165 DEC ' 4 2002 Renton, WA 98057 CITY OF UT1LITy SRSN M0N REPORT OF INVESTIGATION INSURED: City of Renton COMPANY: WCIA POLICY: Coverage confirmed at time of assignment DATE OF LOSS: 10/17/02 OUR FILE: R02-2558 YOUR FILE: Unknown RESERVES ESTIMATE: KIND CLAIMANT RESERVE Property Damage Cheryl Bell $5,000 TYPE OF LOSS: General liability/contractors liability OCCURRENCE: Frank Coluccio Construction Company contracted with the City to do the East Kennydale Sanitary Sewer Infill and Water Main Replacement job. While compacting the soil above an asbestos concrete waterline,the line broke. The damage appeared to be to landscaping only until Ms. Bell reported that her washing machine was full of dirt and sand and the water had run out onto her new Pergo wood floor. CLAIM FOR DAMAGES FORM: We have not yet received a Claim for Damages form from Ms. Bell. City of Renton Received DEC 0 2 2002 Human Resources& QinL RA.............,....• Report of Investigation - Bell City of Renton Page 2 PROPERTY DAMAGE: Ms. Bell reported there appeared to be water underneath her floor and asked if I had any idea what she should do. I explained she can use anyone that she wants but Bales would be my recommendation for the injectidry system. She agreed and they were out to dry the floor within two hours. Their fast action did save the floor, however there was some water damage done to a small section of the floor. Ms Bell does not think it is bad enough to replace the floor, but has inquired about the possibility of an appearance allowance. The floor was not inspected by us because we thought the damages would be paid by the contractor's insurance. Now that liability is being disputed I will make an appointment with Ms. Bell to inspect the damage The bill for Bales to dry the floor was $1,318.59 and their invoice is attached. LIABILITY: Frank Coluccio Construction had installed a sanitary sewer line earlier in the immediate vicinity of the City's asbestos concrete water main. They had then been working at the installation of a new water main and it had been hooked into the City line just days earlier 12 feet from where the break was going to occur. Where the new line was hooked into the old line there was only 14 feet of line between two valves. In hindsight, John Hobson of the City engineering department believes the City should have required the 14 feet of line just be cut out and replaced. It was an oversight and there was no inspector at the job site when they were doing this part of the job. Mr. Hobson feels the contractor should have brought the problem to the attention of the City. The hook up was done without incident, but several days later when Coluccio was compacting the soil above the line, the line broke. There are several factors that could be responsible for this loss: 1. The vibrations from the compaction of the soil appear to be the most obvious, but Coluccio denies that this has anything to do with it. 2. The City specifications probably should have required removing the 14 feet of line and replacing it. 3. The contractor should have recognized that there could be a problem with the hook up and the crossing over of the sanitary sewer line. 4. John Hobson thinks the compaction of soil under the line, done by Coluccio when the sanitary sewer line was installed, may not have been adequate. 5. The line was an old asbestos concrete line and was very fragile to begin with. Representatives from the City of Renton engineering department will be meeting with someone from Coluccio to determine what went wrong and who is responsible. They will keep me informed. r Report of Investigation - Bell City of Renton Page 3 CONTRACT: A copy of the contract between the City of Renton and Coluccio Construction is attached. There is a hold harmless in the contract, but it reads that it is valid and enforceable only to the extent of the contractor's negligence. The City has been named as an additional insured under the liability policy for Frank Coluccio Construction and the certificate of insurance is attached. FUTURE ACTIVITIES: I spoke with Scott Clemons at Frank Coluccio Construction and he is adamant that this loss is not their responsibility and will not turn it into his insurance. I think the best way to go at this point is to let them have their meeting to discuss what happened. I have requested John Hobson let me know when the meeting will happen and I will try to attend. It will most likely be after Thanksgiving. Meanwhile, Bales would like to be paid for their work. I would like to suggest we go ahead and get a partial release and Claim for Damages form signed and notarized by Ms. Bell and proceed with payment to Bales. Bales is also writing up an estimate for me on what it would cost to repair the floor. Even if she does not opt to repair it, it would be helpful to know when making an offer to her as an appearance allowance. Please respond back to me with authority to proceed with settling this loss and subrogating a portion of it to the contractors insurance at a later time. I can be contacted directly at 425-424-2192. Sincerely, Lorna Bolong Senior Claims Representative c: Mike Webby, City of Renton Paulie Sulky, City of Renton LB 022558r CITY OF RENTON IL Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 12, 2002 R. Scott Clemons,Project Manager Frank Coluccio Construction Co. 9600 M. L.King Way South Seattle, WA 98118-5693 SUBJECT: EAST KENNYDALE SANITARY SEWER INFILL&WATER MAIN REPLACEMENT: MONTEREY AVE NE AND NE 24TH ST.WATER MAIN BREAK Dear Scott: In response to your letter dated October 18,2002,regarding the break of the 12-inch transite water line at NE 24a'St. and Monterey Avenue NE,the City of Renton does not agree with your statement that Frank Coluccio Construction Company has no responsibility for the break or for any damage caused by the break. Photographs taken during the excavation for the repair of the water line indicate that the break occurred in the area where the new sewer pipe crossed under the existing water line. The transite collar connecting the existing pipe ends was undermined by the excavation for the sewer line and settled during the grading and compaction of the roadway subgrade prior to final paving. We would like to schedule a meeting with you to further discuss this matter and work towards a mutual resolution between both parties. Please call me at 425-430-7279 to arrange the meeting. p , son Wastewater Utility cc: Abdoul Gafour H:\File Sys\WWP-WasteWater\WWP-27-2955 East Kennydale Sewer Infill\Construction\Water-Main-Break-02.RENTON b 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE Raymond Sled - Main break at NE 24th and Aberdeen NE Page 1 From: Abdoul Gafour To: Hobson, John; Sled, Raymond; Stahl, George Date: 10/29/02 9:40AM Subject: Main break at NE 24th and Aberdeen NE Ray/George: Collucio has submitted their time and material costs related to the A.C. main break in NE 24th Street which occurred last week. In addition to the costs incurred by the City crew for the repair of the break, I understand that you have received other claims for property damages from nearby residents. We would like to meet with you and gather all the facts before we make a joint decision on Collucio's request. This decision will impact how the City is going to respond to the other claims from property owners. John will be contacting soon you to set up a meeting to go over these issues. George: Please provide John with copies of photos that you have taken of the main break. Do you have any as-built of the repair work and the location of the break? Dan: Please provide copies of inspection reports to John regarding this incident. Thank you. Abdoul (x7210) CC: Christensen, David; Hornsby, Lys; Kittrick, Kayren; Moreno, Richard; Thompson, Dan o� GL e�Z`b()0l�0 f � �v October 18, 2002 Mr. John Hobson, Project Representative City of Renton 1055 S Grady Way Renton, WA 98055 Re: East Kennydale Sanitary Sewer Infill & Water Main Replacement 27-2955 Broken Water line at Monterey and Twenty Fourth Dear John: On October 17`h a break occurred in the existing waterline at the intersection of NE 24`h and Monterey Avenue NE. At the time our crews were in the area preparing for the installation of Asphalt, which was scheduled for the 18th. The location of the break was 20 feet away from where our crews had made a tie into that line two weeks before the date of the break. See the attached photographs for verification of the break location. The grading operation would not have affected the waterline unless a pre-existing condition existed. Therefore, we take no responsibility for the break or for any damage caused by the break. On the day of the break our crews took action to limit the damage caused by the break until City of Renton Maintenance crews could be mobilized. The following morning, additional time was required to re-prepare the sub base for asphalt. Attached are the Force Account sheets for our costs Regards, G R. Scott Clemons Project Manager rsc/rsc 9600 M.L. King Way South 9 Seattle,Washington 98118-5693 9(206)722-5306•Fax(206)725-4764•FR•AN•KC•C340L7 t p f p ki: �r �y 4 i} i � "ft IWO * o j f ♦ i s s f s '. ISOM I . I IE CL CHAN�8'PVC 5=285.65 STA 2+3J, 10' RT I i 1-8"x6" TEE (MJxFL) BM 663-47.2 TOP OF MON IN CA I I — 1-6" GA TE VA VE (FLxMJ) -Z_ LASE. �24M ELEV=302.19 / L�—53 CONCRETE BLOCK �• , SDMH RIM=300.77 I f IE 6" CONC. SW=299.4 S TA 2+3J, 22 R T IE 12" CONC.W=299.0 a I FIRE HYDRANT ASSEMBLY E 12" CONC. E=299J I HSC ,2009 \ FIN. FLOG%97.68 o W/BASEMENT CRASS GRASS ASPHALT PL >E DRIVE AR A al 12"CON. cl N 11 CONC. AL • 6xst • 12 A.O CUT & CAP EX. WATER MAIN N SSMH RIM=301.55 ° REMO VE EX. GA TE VAL VE I`v tv I IE CL CHAN 8-PVC S=294.8 cuae curlew7- -7-ro K A-� A-v AQTa� �11F � ��� � � a D IVE 1f) 8"CHERRY 10"DEC �t 2417 � STA 2+09, 10' RT I `w T��' I I (MxFL) 12"x8" WET TAPPING T B�a;BUT i :Y W FULL CIRCLE A VA ( LxM xL Y�, SDMH RIM=30 70 1-8 GATE VL FJ) ) IE 6" CONC. N =295.0 ,f IE 12' CONC. =293.2 IE 12" CONG SPOOL CE (DI) 2 .. 'SZU%'1c, R-9 \\ ` 1-8" LON ODY SLEEVE I 3 30 y2, A •O I W CONCR BLOCK �Lora� I Z SEE TAIL #7, SHEET 18 I FOUND BURIED 12" CONC IE=300.4 IN SHATTRED CS STRUCTURE , `SM" R'" "'" STA. 2+ 19, 10 RT 8" X 8" VERTICAL CROSS (MJ X FL) C���T� STA. 2+38, 10' RT DEAD—MAN BLOCK PER yr ATER SERVICE, STANDARD DETAIL '" u 'AiL :R & NEW METER BOX kD Al s 23 2Gaz ETER WATIER UT1UTY D4GiriEFF t>< DATE 4— 3/4" SHACKLE RODS 3+00 2+00 FROM DEAD—MAN TO 8" G. V. BLAINE AVENUE NE AT NE 16TH ST. STA.4+85.13'LT. STA,K7B,11'RT.' 6'RO-MAC ADAPTOR (MJ 8'X B'TEE %MJ) 6'SPOOL PIECE(DI) CONCRETE MJ 1-B'PLUG(MJ) 1-6'PLUG(MJ)W/2'TAP STA.4+78,13 LT. NEW 6'DI AND 2'PLUG 6'90'BEND(NJ X NJ) 2'B.O.ASSEMBLY CONCRETE BLOCK TEMP.CONCRETE BLOCKS 4 EA. SHACKLE RODS 90`8 FROM 90'BEND TO TEE STA.4+78.11'RT. CUT AND CAP EX.6'WATER 4 EA.3/4'SHACKLE RODS . FROM TEE TO VERT.CROSS Y _ STA.4+88,11'RT. REMOVE EX F.H.ASSEMBLY o 8'X 6'TEE(MJ X FL) SALVAGE TO CITY SHOPS 6'G.V.(FL%MJ) STA.4+17,11'RT. CONCRETE BLOCK 3 16'%8'NET TAPPING STA.4+68,23'LT. iO TEE(MJ X FL) FIRE HYDRANT ASSEMBLY ISOLATE EX 16'MAIN '� 8'G.V.(FL X MJ) CUT h CAP EX 6% 2-S'SPOOL PIECE(DI) STA.K27,11'RT. REMOVE EWI 6'G.V. 1-8'LONG BODY SLEEVE - 8'X 8'VERT.CROSS(NJ%FL) REPLACE 1NTH PLUG CONCRETE BLOCK 2-8'BUNG FLANGE AND BLOCK 1-8'PLUG(NJ)W/2'TAP t6' q WA1EA AND 2'PLUG 1fi' DI wAiEn 2'B.O.ASSEMBLY TEMP.CONCRETE BLOCK CHANGE ORDER #1 BLAINE AVENUE NE CHANGE ORDER #1 BLAINE AVENUE NE TESTING CONNECTION DETAIL 5 OF 5 FINAL CONNECTION DETAIL 5 OF 5 DETAIL #3 BLAINE AVENUE NE AT NE 16TH ST. 0 0 m m w NOTE: ; STA.16+37,49'RT. INSERT 8'POLY PIG PRIOR TO PLUGGING NEW 8'MAIN RETREIVE PIG AT STA.4+88,11'RT. STA.4+98,11'RT. DEAD-MAN BLOCK, 2-8'SPOOL PIECE(MJ) PER STANDARD DETAIL 1-8'LONG BODY SLEEVE(DI) 4 EA.3/4'SHACKLE RODS 6'GI FROM BLOCK TO VERT.CROSS 6'DI STA.4+88,11'RT 6'PLUG(MJ) 8'X 8'VERT.CROSS(MJ%FL) 2-8'BLIND FLANGE CONCRETE BLOCK 1-8'PLUG(MJ)W/2'TAP h AND 2'PLUG CUT k CAP EX 6'WATER Y 2'B.O.ASSEMBLY TEMP.CONCRETE BLOCK c � o 00 0 a 16 DI WATER 16'q WAIF C MODIFIED BLAINE AVENUE NE MODIFIED BLAINE AVENUE NE TESTING CONNECTION DETAIL 5 OF 5 FINAL CONNECTION DETAIL 5 OF 5 DETAIL #4 MONTEREY CT NE (at NE 16TH ST) W z STA. 8+37, 6' RT. STA. 8+37, 14' RT. STA. 8+27, 6' RT. c~i 8" X 6" TEE (MJ X FL) z 6" X 6" 90'BEND (MJ X MJ) 8" X 6" TEE (MJ X FL) > CONCRETE BLOCK 6" G.V. (FL X MJ) CONCRETE BLOCK CONCRETE BLOCK 2- 6" TEMP. PLUG (MJ) ( ) f-" �, 1-W/2" TAP AND w L 2-6" SPOOL PIECE DI STA. 8+27, 23' RT. z m 6" RO-MAC ADAPTOR (DI-CI) 0 2" B.O. ASSEMBLY FIRE HYDRANT ASSEMBLY 4 EA. 3/4" SHACKLE RODS 4-3/4" SHACKLE RODS TEMP. CONCRETE BLOCKS o FROM 6" TEE TO 90'BEND FROM 8" X 6" TEE TO z VERT. CROSS STA. 8+13, 6' RT. STA. 8+03, 6' RT. 8" X 8" VERT. CROSS (MJ X FL) 8" X 8" TEE (MJ X MJ) CUT& CAP EXIST. 6" 2- 8" BLIND FLANGE 3-8" SPOOL PIECES (DI) (5 C.I. WATER MAIN, 1- 8" PLUG (MJ) W/2" TAP 2-8" RO-MAC ADAPTORS (DI-CI) ; REMOVE EX. FITTINGS, AND 2" PLUG 1-8" LONG BODY SLEEVE o AND G.V. 2" B.O. ASSEMBLY 4-3/4" SHACKLE RODS �m TEMP. CONCRETE BLOCK FROM VERT. CROSS TO 8" TEE e.C L WATER e'ci.WATER CONCRETE BLOCK s'r-L WAma e"a*ATM (NE 16M ST) (NE 16TH ST) CHANGE ORDER #1 CHANGE ORDER #1 TESTING CONNECTION FINAL CONNECTION DETAIL #4 MONTEREY CT NE (at NE 16TH ST) STA. 13+12. 6' RT. INSERT 8" POLY PIG PRIOR TO PLUGGING NEW 8" D.I. WATER MAIN. RETRIEVE PIG AT STA. 8+47, 6' RT. (POLY PIG)O z z+ z z L) F U U r STA. 8+57. 6' RT. w B W DEAD-MAN BLOCK, ¢ PER STANDARD DETAIL 0 d 4 EA. 3/4" SHACKLE RODS o f .. FROM BLOCK TO VERT. CROSS B � CUT AND CAP EX. 6" WATER STA. 8+47, 6' RT. 8" X 8" VERT. CROSS (MJ X FL) 2- 8" BLIND FLANGE 1- 8" PLUG (MJ) W/2" TAP AND 2" PLUG 2" B.O. ASSEMBLY TEMP. CONCRETE BLOCK - 6 1. � m MODIFIED MODIFIED TESTING CONNECTION FINAL CONNECTION