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HomeMy WebLinkAboutWTR2702108PROJECT NAME: SC�NS� f%/LLS ALIAS: CONTRACTOR (IF KNOWN): PROJECT NUMBER: W7X ZZ 21O2 WORK ORDER NUMBER: 2 -7yy7 STATE CONST. REPORT SIGNED BY: YEAR PROJECT TAKEN INTO PLANT: ? RECORDED BILL OF SALE: RECORDED EASEMENT: COST DATA INVENTORY: PIPE $ y2 Z HYDRANT $, BACK -FLOW TESTS: Y N PURITY TEST: no. taken Test No(s) moo?' i , 30 3 PRESSURE TEST: l/ �tzo�EGT 1"iAhlA,�Ef2: f /��i�'`� �l ���✓ ---- STUB SuN i Documentl\ Laucks Testing Laboratories, Inc. 940 S. Harney Seattle, WA 98108 WATER BACTERIOLOGICAL ANALYSIS 9 SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY if Instructions are not followed, sample will be rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY YEAR % / /-1 /9v 1p AM ❑ PM 1 TYPE OF SYSTEM IF PUBLIC SYSTEM, COMPLETE: ❑ PUBLIC ❑ INDIVIDUAL 7 8 5 0 L (serves only residence) NAME OF SYSTEM CIRCLE GROUP A B SPECIFIC LOCATION WHERE SAMPLE COLLECTED TELEPHONE NO. krUJ F I a- rv�-b! A I, ,. DAY _ • C@ STA 5}aZ EVENING ( ) SAMPLE COLLECTED BY: (Name) SYSTEM OWNER/MGR.: (Name) A, - N QA S/C SOURCE TYPE ❑ GROUND WATER UNDER SU FACE INFLUENCE []SURFACE ❑ WEELLor LL FIELD ❑ SPRING ❑ NTERT ESED or � OTHERTION SEND REPOF TO: (Pr' t Full Name, Address and Zip Code) 2 •Q I _KI C- 7J\ WASHINGTON / 71 C- TYPE OF SAMPLE (check only one in this coNnn) ❑ ROUTINE Chlorinated (Residual: DRINKING WATER ❑ check treatment ❑ Filtered ❑ Untreated or Other_ ❑ REPEAT SAMPLE Previous coliform presence Lab # Date Total Free) s ❑ RAW SOURCE WATER Source # Is I ❑ ❑ Total Coliform _❑ NEW CONSTRUCTION or REPAIRS ❑ Fecal Coliform ❑ OTHER (Specify) RCMAq�S I�)-`�.IOR rr'' 4i,l..Q�,,,c,.,,� (LAB USE ONLY) DRINKING WATER RESULTS ❑ UNSATISFACTORY, Coliforms present SATISFACTORY, Colltorms absent REPEAT ❑ E. Coli present ❑ E. Coli absent SAMPLES REQUIRED resent Fecal absent ❑ Fecal P ❑ OTHER LABORATORY RESULTS TOTAL COLIFORM A /100 ml E. COU A /100mi FECAL COLIFORM /100 ml PLATE COUNT /ml ANOTHER SAMPLE REQURED SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: ❑ Sample too old ❑ Confluent growth ❑ Wrong container ❑ TNTC ❑ Incomplete form ❑ Turbid culture ❑ ❑ Excess debris SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. (7 DIGITS) DATE, TIME RECEIVED RECEIVED BY DATE REPORTED LABORATORY: REMARKS DOH 306-002 (REV. 1K2) WATER SUPPLIER COPY INTERPRETATION OF RESULTS FOR DRINKING WATER The analysis performed on this drinking water samhla is an examina- tion for the presence of coliform organisms in the water and indicates the bacteriological quality cf the sample. The presence of cc iform organisms is used by health organizations worldwide as an indicator for the possible presence of other disease causing organisms. REPORTING OF RESULTS: Group A Public Water Systems must report the results of Drinking Water Analysis to the State as specified in WAC ^46-290-480 SATISFACTORY RESULTS: The absence of coliforms from any sample is satisfactory. P or,-r system maintenance and bacteriological monitoring sho.ild be con- tinued routinely to insure the safety of the water supply. UNSATISFACTORY RESULTS. Any coliform presence is unsatisfactory. The presence of coliforms indicates the system is not pr ,perly protected against contamination and may be unsafe for human con- sumption . Unsatisfactory samples should be investigated IMMEDI- ATE Y amLrepeat samoles submitted, Contact your local health department or DOH Regional Office for assistance n determining th. source of contamination and corrective procedures. When fecal coliforms or E.coli are reported present in a same e. ^:e IMMEDIATE ACTION REQUIRED by a Public System is. 1. Investigate to determine the cause and correct the situation Your local health department or DOH Regional Office can assist you. 2- Submit repeat samples as specified in WAC 24t 29[ 481 3. Publicly notify the users of public water systems as speei- fied in WAC 246-290-480. 4. Contact your local health department or DOH Regional Office as specified in WAG 246-290-480 TEST UNSUITABLE: Resample Immediately "Confluent Growth" means bacteria have grown into a contmuoiss mass which makes counting impossible. "TNTC" means bacteria are too numerous to count. "Excess Debris" means that particulate: in the water interfere with the interpretation of test res,:'ts. "Turbid Culture" means an overgrowth of other bacteria can interfere with coliform analysis. if any box indicating an unsuitable test is checked, the presence of coliform bacteria could not be determined and a new sample must be obtained for testing. RESAMPLE: Sample too old. (Sample to be tested must be received within 10 hours) Not in proper container. (Bottle to be used for testing must be purchased from a certified lab within 6 months.) Insufficient volume. (Sample must be at least 100 m,) If not tested, a new sample must be submitted for analysis. FOR ADDITIONAL INFORMATION: Contact your local health department OR the laboratory where this sample was tested OR the Department of Health, Drinking Water Program Regional Office. Laucks Testing Laboratories, Inc. 940 S. Harney Seattle, WA 98108 WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If Instructlons are not followed, sample will be rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY YEAR ' 7 /9 `J ❑ AM ❑ PM TYPE OF SYSTEM IF PUBLIC SYSTEM, COMPLETE: PUBLIC —7 CIRCLE GROUP ❑ INDIVIDUAL I `� C A B (serves only 1 residence) NAME OF SYSTEM SPECIFIC LOCATION WHERE SAMPLE COLLECTED TELEPHONE NO. lk. - DAY ( - ) C EVENING ( ) SAMPLE COLLECTED BY: (Name) I SYSTEM OWNER/MGR.: (Name) t'' I - SOURCE TYPE ❑ GROUND WATER UNDER SURFACE INFLUENCE ❑ SURFACE ❑ WELL or ❑ SPRING E]PURCHASED or ❑ COMBINATION WELL FIELD INTERTIE or OTHER SEND REPORT TO: (Print Full Name, Address and Zip Code) WASHINGTON TYPE OF SAMPLE (check only one in this column) ❑ ROUTINE DRINKING WATER ❑ Chlorinated (Residual: check treatment — ❑ Filtered ❑ Untreated or Other_ ❑ REPEAT SAMPLE Previous coliform presence Lab S Date Total Free) ❑ RAW SOURCE WATER Source M a ❑ ❑ Total Coliform NEW CONSTRUCTION or REPAIRS ❑ Fecal Coliform ❑ OTHER (Specify) REMARKS: (LAB USE ONLY) DRINKING WATER RESULTS ❑ UNSATISFACTORY, Coliforms present ❑ SATISFACTORY, Coliforms absent REPEAT ❑ E. Coli present ❑ E. Coli absent SAMPLES REQUIRED resent Fecal absent ❑ Fecal P ❑ OTHER LABORATORY RESULTS TOTAL COLIFORM f"\ /I OD ml E. COLI /100ml FECAL COLIFORM /100 ml PLATE COUNT /ml ANOTHER SAMPLE REOURED SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: ❑ Sample too old ❑ Confluent growth Wrong container ❑ TNTC ❑ Incomplete form ❑ Turbid culture ❑ ❑ Excess debris SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. (7 DIGITS) DATE, TIME RECEIVED RECEIVED BY DATE REPORTED LABORATORY: REMARKS DOH 30&-002 (REV. 4M2) WATER SUPPLIER COPY INTERPRETATION OF RESULTS FOR DRINKING WATER The analysis performea on this drinking water sample is an examina- tion for the presence of coliform organisms in i`1e water and indicates the bacteriological quality of the sample. The presence of co!iforrn organisms is used by health organizatiorks worldwide as an ind+catur for the possible presence of other disease causing organisms. REPORTING OF RESULTS: Group A Public Water Systems must report the results of Drinking Water Analysis to the State as specified in WAC ^46-290-480 SATISFACTORY RESULTS: The absence of coliforms from any sample is satisfactory. Prot-r system maintenance and bacteriological monitoring should be con- tinued routinely to insure the safety of the water supply. UNSATISFACTORY RESULM- Any coliform presence is unsatisfactory The presence of coliforms indicates the system is not pr;Dpeily protected against contamination and may be unsafe for 1�;jrran con- sumption . Unsatisfactory samples should be investigated IMMF',')l ATELY and repeat samples submitted, Contact your local health department or DON Regional Office for ass,stuncr n drterrmnin3 tht- source of contamination and corrective procedures. When fecal coliforms or E.coli are reported present in a sample. 7:1e IMMEDIATE ACTION REQUIRED by a Public System is- 1 . Investigate to determine the cause and correct the situa'ion Your local health department or DOH Regional Office can assist you. 2. Submit repeat samples as specifiers in WAC 246-29. 4V 3. Publicly notify the users of public water sy�,rems as spec, fied in WAC 246-290.480. 4. Contact your local health department or DOH Regional Office as specified in WAC 246-290-480, TEST UNSUITABLE: Resample Immediately "Confluent Growth" means bacteria have grown into a continuoiws mass which makes counting impossible "TNTC" means bacteria are too numerous to count. "Excess Debris" means that particulat�,s in the water interfere with the interpretation of test resets. "Turbid Culture" means an overgrowth of other bacteria can interfere w& coliform analysis. If any box indicating an unsuitable test is checked, the presence of coliform bacteria could not be determined and a new sample must be obtained for testing. RESAMPLE: Sample too old. (Sample to be tested must be received within 30 hours). Not in proper container. (Bottle to be used for testing must be purchased from a certified lab within 6 months.) Insufficient volume. (Sample must be at least 100 m) If not tested, a new sample must be submitted for analysis. FOR ADDITIONAL INFORMATION: Contact your local health department OR the laboratory where this sample was tested OR the Department of Health, Drinking Water Program Regional Office. Laucks Testing Laboratories, Inc. 940 S. Harney Seattle, WA 98108 WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If Instructions are not followed, sample will be rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY YEAR / 7 / 7 UAM ❑ PM r TYPE OF SYSTEM IF PUBLIC SYSTEM, COMPLETE: PUBLIC CIRCLE GROUP ❑ .D. NO. INDIVIDUAL I`751 B (serves only 1 residence) NAME OF SYSTEM SPECIFIC LOCATIONWHERE SAMPLE C 5-rA 9 4 2- SAMPLE COLLECTED BY: (Name) low TELEPHONE NO. DAY( 7(ia Z -<r - EVENING ( ) -A » z,C SYSTEM OWNER/MGR.: (Name) SOURCE TYPE ❑ GROUKD WATER UNDER SURFACE INFLUENCE ❑ SURFACE ❑ WELL or ELL FIELD []SPRING ❑ NTERT ESED or �COo BINAATION orHER S D REPORT TO: (Print Full Name, Address and Zip Code) Sa WASHINGTON TYPE OF SAMPLE (check only one in this column) ❑ ROUTINE Chlorinated (Residual: Total DRINKING WATER ❑ check treatment ❑ Filtered ❑ Untreated or Other ❑ REPEAT SAMPLE Previous coliform presence Lab N Date Free) ❑ RAW SOURCE WATER Source S Is] ❑ ❑ Total Coliform NEW CONSTRUCTION or REPAIRS ❑ Fecal Coliform ❑ OTHER (Specify) R71ARKS' 1 SAN to /C_ (LAB USE ONLY) DRINKING WATER RESULTS ❑ UNSATISFACTORY, Coliforms present ❑ SATISFACTORY, Coliforms absent REPEAT ❑ E. Coll present ❑ E. Coli absent SAMPLES REQUIRED resent ❑ Fecal P ❑ Fecal absent OTHER LABORATORY RESULTS TOTAL COLIFORM /100 ml E. COLT /100ml FECAL COLIFORM /100 ml PLATE COUNT /mI ANOTHER SAMPLE REQUIRED SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: ❑ Sample too old ❑ Confluent growth ❑ Wrong container TNTC ❑ Incomplete form ❑ Turbid culture ❑ ❑ Excess debris SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS CAB NO. (7 DIGITS) DATE, TIME RECEIVED RECEIVED BY DATE REPORTED LABORATORY: r REMARKS DOH 3W-002 (REV. 492) WATER SUPPLIER COPY INTERPRETATION OF RESULTS FOR DRINKING WATER The analysis performed on this drinking water sample is an examina- tion for the presence of coliform organism; in the water and indicates the bacteriological quality of the sample. The presence of co;iform organisms is used by health organizations worldwide as an indicator for the possible presence of other disease causing organisms. REPORTING OF RESULTS: Group A Public Water Systems must report the results of Drinking Water Analysis to the State as specified in WAC '46-290-480. SATISFACTORY RESULTS: The absence of coliforms from any sample is satisfactory. system maintenance and bacteriological monitoring should he con- tinued routinely to insure the safety of the water supply UNSATISFACTORY RESULTS: Any coliform presence is unsatisfactory. The presence of coliforms indicates the system is not prvpe ly protected against contamination and may be unsafe for human con- sumption . Unsatisfactory samples should be inves_t.igafed ATELY and repeat samples submitt2.d, Contact your local heath department or DOH Regional Office for assistancr- r� determining the source of contamination and corrective procedures. When fecal coliforms or E.coli are reported present in a samp IMMEDIATE ACTION REQUIRED by a Public System is. t. Investigate to determine the cans? and correct the si:ua:,,_;n Your local health department or DOH Regional Glficr can assist you. 2. Submit repeat samples as specified in WAC 24F 25' 48" 3. Publicly notify the users of public water systems as speci- fied in WAC 246-290-480. 4. Contact your local health department or DOH Regionat Office as specified in WAC 246-290-480. TEST UNSUITABLE: Resample Immediately "Confluent Growth" means bacteria have grown into a continuoxs mass which makes counting impossible. "TNTC" means bacteria are too numerous to count. "Excess Debris" means that particulates ')rt the water interfere with the interpretation of test res�!,s. ''Turbid Culture" means an overgrowth of other bacteria can interfere With coliform analysis. If any box indicating an unsuitable test is checked, the presence of coliform bacteria could not be determined and a new sample must be obtained for testing. RESAMPLE: Sample too old. (Sample to be tested must be received within �0 hours). Not in proper container. (Bottle to be used for testing must be purchased from a certified lab within 6 months.) Insufficient volume. (Sample must be at least 100 mj) If not tested, a new sample must be submitted for analysis. FOR ADDITIONAL INFORMATION: Contact your local health department OR the laboratory wnere this sample was tested OR the Department of Health, Drinking Water Program Regional Office. AUTHORIZATION OF SPECIAL BILLING DATE: August 9, 1993 PROJECT NAME: KENNY VUE PLAT PROJECT NUMBER: Vily-- fl - Z!d 00 WORK ORDER No.: 87444 It is the intent of this letter to authorize the City of Renton to bill the undersigned for all costs incurred relative to the referenced project, by the City of Renton for the following work: TIME AND MATERIALS FURNISHED BY CITY OF RENTON WATER DEPARTMENT TO PERFORM CONNECTIONS TO EXISTING WATER MAINS, WATER PURITY SAMPLES, AND RELATED WORK. TIME AND MATERIALS FOR ANY AND ALL ROAD CLEANUP EFFORTS PERFORMED BY CITY FORCES OR CITY CONTRACT. ALL OVERTIME FOR INSPECTION AND RELATED ACTIVITIES, BILLABLE AT A RATE OF FIFTY DOLLARS ($50.00) AN HOUR TIME AND MATERIAL FOR ANY WORK DONE BY CITY STAFF TO REPAIR DAMAGES. BILLING TO BE SENT TO: Name: Com an Add Address: 9 - I I�� �U� J �. (,� ITS 2j UA 5)�E) C)o Phone: �j / �'c7:� S1UB SERVILE AGREEMENT (DEVELOPER INSTALLED STUBS) A developer will be granted a credit of 60% of the current 3/4" water service cost for installing the stub portion of the water service when he makes a meter applica- tion. This credit is based on a portion of Ordinance #3056, City of Renton, Washington, which amends Chapter 2 of Title III (Departments) of Ordinance #1628 entitled "Code of General Ordinances of the City of Renton" pertaining to the Water Department, relating to charges, installations, fees and procedures. Section 3-206, Subsection (F) as amended: (F) Whenever it is deemed prudent, in case of a new development of subdivision, to install the service from the main to the property line, hereinafter referred to as "stub service" prior to completion of street construction, the City will provide such service for sixty percent (60%) of the then current installation cost for such service. At such time that meter installation is requested, the remaining balance of the then current rate shaZZ be collected and paid for by such developer or sub -divider. It is agreed by and, THE CITY OF RENTON, that at the time of water meter installation the difference between the stub service charge or credit and the service charge then in effect when the meter is installed (as established by City Council) will have to be paid. This agreement is for the following legally described property: Kenny Vue Subdivision S#ature Da e SF1PP_t la of �le�ay1d tc�lspot2`, representingWROOM, cc" 'rac-%L7 agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual of Uniform Traffic Control Devices. I understand any lane or street closures without an approved traffic control plan and notification of emergency services may result in my receiving a citation for violation of R.C.W. 46.61.190(3) Obstructing Traffic and/or violation of 9A.36.050 Reckless Endangerment. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 46.61.190(3) Obstructing Traffic or 9A.36.050 Reckless Endangerment. NAME: R 1c` -a r-� 6 S t�iO b'ti D.O.B. SS#: zlSD�2. HOME ADDRESS: Z%60 meson Ay-e— WORK ADDRESS: /`%A�I GcJi.Csox A-e- 517a Yt WORK PHONE: q!!t'?- 6�go/ HOME PHONE: WEIGHT: / yD HEIGHT: s COLOR HAIR: 13lo#d' COLOR EYES: %l2� WASHINGTON STATE DRIVER'S LICENSE #: 601�71),QR . S(--RQ-r= SIGNATURE: fR QOu!� DATE: f�-Q-?J ADDENDUM A PERMIT NO. PRECONSTRUCTION MEETING August 9, 1993 11:00 a.m. Fifth Floor Conference Room Owner: Johnson Contractors Corporation Contractor: same Contact: Gordon Johnson Phone: 455-1530 Inspector: Mark Wetherbee PRIVATE UTILITIES: Puget Power APPL'- AT'Ok' wiz' E�Ase*"wNyrS / usr— CONr cTcv-- G�tzo�Noc� TW11„16,W vCZ.: U.S. West Com nications Washi on Natural Gas 1. CALL FOR INSPECTION (24 HR NOTICE) BEFORE YOU START WORK. NOTIFY FIRE, POLICE AND METRO OF CONSTRUCTION SCHEDULE. 2. Start date : August 9, 1993 3. Work hours for work in right-of-way are weekdays, 8:30 AM to 3:30 PM, Saturday by approval only and no Sundays. Work hours other than ROW: 7:00 a.m. to 8:00 p.m. 4. Overtime takes special authorization and scheduling in advance. Pay schedule is $50 per hour for overtime. Letter of special billing ready for signature. 5. Keep the streets clean. Truck washing and other measures as approved required for the duration of the project. Provide whatever measures necessary for cleanup and dust control during job and at night. 6. Traffic control and signing to be in accordance with the approved traffic control plan and the Manual on Uniform Traffic Control Devices. Flagaers shall have hard hats, vests, signs and certification card. Haul legal loads and observe all traffic laws. All truck maneuvering and materials storage to be on -site only. Right of way to remain unobstructed when possible. No stockpiles on right of way. 7. Keep a set of approved drawings on -site at all times. 8. All utilities must be inspected prior to backfill. C01_patX1X0 �SiS �S �tt.t �Ntsl 9. The contractor, as well as the engineer, shall keep as -built drawings. All changes shall be shown on as-builts. As-builts shall be per City specifications. For any field changes, if minor, give City a shop drawing (by FAX- 235-2541); if major, need a day or two to review and approve. Field inspector can not give approval in field for constriction changes. FIRE PREVENTION: 1. Maintain access to site at all times. Must be able to support emergency equipment in all types of weather. 2. All new hydrants shall be Cory type hydrants to be painted Safety Yellow. Iowa and Renselear are manufacturers of Cory type. 3. New hydrants are to be covered with burlap bags until operational. 16 � 4. All blocking must be inspected by a City inspector prior to backfill. x 5. Leads that exceed 50 feet in length shall be 8". h 6. Call 911 from a local phone if the watermain needs to be shut off (emergency only). All other water mains or valves shut down, call Renton Water Department at 235-2646. 7. Fuel — any temporary on -site fuel supplies must have a permit from Fire Prevention. 8. All underground mains serving fire sprinkler systems must be installed by a Washington State certified fire sprinkler contractor. 9. Notify central dispatch 24 hours prior to work in the existing right-of-way. (Local 911) WATER: 1. Utility Contractor : Wisoo►A r_0'.A'+-ACT10t (Du.K- Wscoµ�) 2. Pipe materials, valves, fittings shall be as indicated in the standard notes. 3. The contractor will install all of the watermain except the connection. All connections to existing mains to be accomplished by the City of Renton. All necessary excavation, shoring, and materials to be supplied by the contractor and be on -site prior to City notification. 4. The order of construction testing is: Install temporary blocking, 2 hour pressure test, chlorination to 50ppm for 24 hours, flushing the line to sanitary system, sampling at end caps and fire hydrants. Services may be tested separately by visual inspection of the corp stop under static pressure. Water purity tests are taken to the laboratory on Wednesday. Contractor shall arrange courier for any other day. It takes 5-7 working days for test results. 5. All blocking must be inspected before backfilling. Thrust blocks must be formed. Concrete used must be delivered to the job (no on -site mixes). In the street and in all crossings, the City requires 5/8" minus rock backfill. Compaction test may be required. 6. Procedure for cleaning: Pipe cleaning shall be by poly pigging through vertical crosses. All services shall be pressure tested to minimum of 200 psi or 150 over operating pressure (static) for 2 hours. Chlorinate for 24 hours, using liquid chlorine and chlorine pump assembly. Talk to the inspector to schedule chlorinating. They need a week (5 working days) advance notice. Flushing shall be drained into the sanitary. 7. Where conflict exists, the water shall go under other utilities, however, it is preferred that no water mains shall have more than 6 feet of cover. 8. Final acceptance shall be after final walk through inspection, adjustment of all structures and approval of as-builts, cost data inventory. SANITARY SEWER: 1. All pipes and materials shall be per approved plan. As agreed previously, SSMH#1 shall be lowered to elevation 245.00 to accommodate development across the street. 2. Pipe bedding for PVC pipe shall be pea gravel 6" above and below the pipe. 3. Select backfill shall be compacted to at least 95% of maximum density. 4. Contractor will be responsible for TV of the sanitary line. TV after channeling is complete. Air tests on main and sidesewers shall be per City specification. Number 6 wire shall be wrapped around the stub and extended to the top. 5. Contractor shall asbuilt the invert elevation of side sewer stub. STORM: 1. Good erosion control measures are to be exercised at all times. 2. All pipes and materials shall be per approved plan. 3. Contractor must notify engineer of any vertical conflict prior to proceeding with construction. Submit a shop drawing for review. 4. Bedding material shall be per Standard Specifications 9-03.12(3). 5. Backfill shall be compacted to at least 95% of maximum density. 6. City wants a nice smooth grout inside the CB. 7. City may request that the line be lamped. 8. System is to be all flushed and cleaned. 9. Smooth interior wall corrugated polyethylene storm water pipe, where permitted, shall use heat shrunk or watertight couplings. It shall also be bedded in pea ;ravel to the springline. TRANSPORTATION: l . Uniform manual shall be followed for street closures, routing for traffic. 2. Paving -- The minimum compaction shall be 95% of maximum relative density on subgrade and rock surfaces. 3. Contractor shall not leave open trenches ovemight. Backfill, plate or fence. Shoring plates and cold mix to be on site. Cold mix sidewalks and driveways if directed by the inspector for safety. 4. Keep field records for asbuilts. 5. Truck hauling to be in non -peak hours only. (8:30 to 3:30) MEETING ATTENDANCE RECORD PROJECT: KEAWY WE PLAT DATE: August 9, 1993 LOCATION: Third Floor Conference COORDINATOR: Kavren Kittrick NAME/CONIPANY ADDRESS/CITY/ZIP PHONE ji',4P_ � LUe � N�1-�3c� e l z yy-/ ;ee,-1-4" 9 5S F- t01-5 DO61 /7(71 / cyi /sak e 9.;Z S- 6�5T 9 980�- T :1 Ss-- 4 11)() PLEASE NOTE: If you wish to receive the minutes of this meeting, your full address must be listed. r U u1-i�, ,r Ut�n) Lc.rNcc 1 tvlr-04 1 ,XCQ� 1 t L ENGINEERING DIVISION - CITY OF RENTON, WASHINGTON W.O. 87444 PERMIT APPLICATION ONLY -UNTIL VALIDATED NUMBER 1 Kenny Vue Subdivision Owner Johnson Contractors Corporation Address 1309 114th Ave. S.E. Suite 218 Bellevue WA 98004 INSPECTIONS Reference Data Location of Work :TE Sec 5 T23N R5E NE 24th Street & Jones Ave. NE 334390-2800, 2801, 2802, 2803, 2804, &3120 ^ See receinto Z1 F7ECE1 CONSTRUCTION Sanitary Sewer/Storm Water Permits Right -of -Way Construction PERMIT Right -of -Way Inspection Fees (Public Right-of-way) Water Inspection/Approval Fee Special Utility Connection Fee, Watf Water Latecomer Fee �, r; t2 -�2 Special Assessment District, Water --1- / Date Issued - `! • 7 <piration Sewer Inspection/Approval Fees Special Utility Connection Fee, Sev to Sewer Latecomer Fee Special Assessment District, Sewer I Traffic control plan must be approved Special Deposit, Private Latecomer Special Deposit, Cash Bond TOTAL FEE prior to precon mta i Description of Work and Number of Feet Road, Drainage, Water and Smier jmnrnzrq=yq;y4Rp arannmig A nlnpg sheets 1-27 AND Addendum A attached by reference with any additions or amendments per the pre constrvctton meeting held 8/9/93. Contractor _ Business Johnson Contractors Corporation f License Address �1�� �'`� �'� r=k1 Bond 1309 114th Ave. S.E. Suite 218 /, $100 ( ,000.00 q Telephone Bellevue WA 98004 9 / 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 ©R ON SEI�. MAIN MUS DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILIT ES BEF.RE'EXCA �A,I - r T ALL 235-2631 FOR INSPECTION. all between 8 AM and 9 AM for nspection in afternoon; call efore 12 Noon the day before or inspection in morning. PECIFY TIME FOR INSPECTION. APPLICANT PUBLIC WORKS DI PC ALL 235-2620 for street signs CALL BEFORE YOU DIG BY 48-HOUR LOCATORS �--�- nd lighting. i-800-424-5555 I El City of RentonPlanning/Building/Public Works Receipt # No 2179 Work Order 974',V Received o Date 4, - q 19CL�L_ 000/322.40.00.00 Right -of -Way qQ 401/343-90.00.03 Storm Water Inspection Approval �; -������ (4033) 66 Construction (4050) .OD _) L./ 000/343.20.00.00 Right -of -Way Inspection (4028) y4 %Q, 76 421/000/388.10.00.40 Special Utility 401/322.10.00.15 Sanitary Sewer (4044) Connection - Storm Water (4069) 401/343.90.00.02 Sewer Inspection 401/322.10.00.20 Storm Water Permits (4061) Approval Fees (4042) S 421/341.50.00.29 Plans-Utllity(Tax) (4035) 421/388.10,00.20 Special Utility Connection Sewer (4040)1, L 9�, �61 317/341.50,00.29 Pian%.Tmnsp(Tax) (40i6) 421/.W.10.00.31 Special Assessment 'District, SewcrW-�gZCI-/ (4045)/�/Z %S GG 000/05.519.90.42.01 Postage (7055) 401/388.10.00.13. Misc. Water Installation (4059) 000/341.50.00.00 Maps/Biucprints(Pax) (7041) 421/.388.10.00.30 Special Assessment 000f..4l.60.00.24 Publicadons(Tax (7009) District, Water (4046) 421/388-10.00.10 Special Utility 1. 000/341.60.00.24 Photo Copies (7009) Connection Water (4056) 000/231.70.00.00 Tax (9998) 401/343.90.00.01 Water Inspection Approval (4057) ZT) .06 103/000/00/322.40.00.04 Parking Permit (4070) 401/500.00-369.90.18 Water Misc Revenue (4025) 0.6, o 604/237.00.00.00 Special Deposit Private Latecomer/Cash Bond (7054) Received by� Cash Check TOTAL White -Customer Yellow -Finance Pink -Bound 7/ fonnsM-120/bh CITY OF RENTON CALCULATION OF INSPECTION FEES WO# 87444 PROJECT: KENNY VUE PLAT Green # NA 8.20 % CONSTRUCTION COST ESTIMATES ONSITE OFFSITE TAX TOTAL PAVING & STREET LIGHTING 108,710 33,397 11,653 $153,760 SANITARY SEWER 55,778 36,451 7,563 $99,792 STORMWATER 89,438 36,056 10,291 $135,785 WATER 62,625 0 5,135 $67,760 TOTAL CONSTRUCTION COSTS: $457,097 INSPECTION FEE CALCULATION First $100,000 $100,000 @ 5% $5,000 Second $100,000 $100,000 @ 4% $4,000 Remaining Amount $257,097 @ 3% $7,713 TOTAL INSPECTION FEE $16,713 FEE ALLOCATION PAVING & STREET LIGHTING $153,760 / $457,097 x 16,713 = SANITARY SEWER $99,792 / $457,097 x 16,713 = STORM WATER $135,785 / $457,097 x 16,713 = WATER $67,760 / $457,097 x 16,713 = TOTAL Fees Paid Fees FEES At Submittal Due $5,621.98 $1,543.22 $4,078.76 $3,648.73 $1,023.15 $2,625.58 $4,964.76 $1,093.16 $3,871.60 $2,477.53 $1,725.47 $752.06 $16,713.00 TOTAL $11,328.00 BOND AMOUNT FOR 100 % OF WORK IN R.O.W. (OFFSITE) $100,000 NUMBER OF STORM SEWER CONNECTIONS TO SYSTEM 0 NUMBER OF SANITARY SEWER CONN. TO BLDG.(S) 0 NUMBER OF 1-INCH WATER SERVICES (STUB AGT) 26 NUMBER OF 1-INCH WATER SERVICES (FULL INSTALL) 3 PREPARED BY: DATE: E-�! 3 KENVUE.XLS PUBLIC WORKS CONSTRUCTION PERMIT INSPECTION/APPROVAL FEE CALCULATION WORKSHEET 50% INSPECTION/APPROVAL TL•GS PER ORDINANCE NO. 4345 PROJECT NAME: KENNY VUE I. F,stimate the total cost of offsite and onsitc improvements for water lines, scorer lines, stormwater facilities, and roadway improvements for your project_ Entcr estimated costs in items (A) through (D) below. (A) Water (B) Sewer (C) Stnrmwatcr (Includes On -Site Pavement) (D) Roadway (Strect, sidewalks, street lighting, etc.) (E) Total improvements (A) + (B) + (C) + (D) = (E) S 50,000.00 $_ 56,000.00 S 259,000.00 Calculate 50% inspection/approval fee for total improvements, :u follows: (F) 2.5% of First S 100,000 of (E) (G) 2% of over $100,000 but less than $200.000 of (E) (IT) 1.5% of over $200,000 of (E) 3 2,500.00 $ 2,000.00 S 885.00 (D Total 50% Inspection/Apprroval Fee: (i) + (G) + (H) - (1) $ 5,385.00 Breakdown of 50% Inspection/Approval Fees is performed as follows: (j) 50% Water Fee: i j y 7 $ (A) -- (E)X(1)=(j) �p�.0'J (K) 50% Sewer Fee (L) 5096 Stormwatcr Fcc: (M) 50% Roadway Fee: `� -// a . --"e (D) — (E) x (1)- (M) (9 00 %4 . Clieck. Make sure (n + (K) + (L) + M = (I) $ Zz2 Z 3 . /--I.) s ./c, s /543. 51 -21, 401/343.90.00.01 4oi/343.90.00.02 401/343.90.00.03 000/343.20.00.00 '• i 1 1.D0C A;;f/hh I Uate CONSTRUCTION COSTS ESTIMATES OFF -SITE Kenny-Vue Subdivision ITEM DESCRIPTION SITE & STREET IMPROVEMENTS 1. Clearing and Grubbing 2. Excavation 3. Filling 4. Crushed Surfacing -Top 5. Crushed Surfacing -Bottom 6. Asphaltic Pavement 7. Standard Curb and Gutters 8. Concrete Sidwaiks 9. Monuments Sub -Total STORM DRAINAGE SYSTEM 1. 72" Storm Drain Pipe 2. 15" Storm Drain Pipe 3. 12" Storm Drain Pipe 4. 8" Storm Drain Pipe 5. Catch basin -type I 6. Catch Basin - Type II 7. Riprap S. R/D Facilities 9. Erosion Control Sub -Total SANITARY SEWER SYSTEM 1. 8" Sewer pipe 2. 48" SS Manhole 3. G" Service Tees 4. Connect to existing 5. TV Inspections Sub -Total QUANTITY 2.06 Each 3350.00 Cu Yd 1000.00 Cu Yd 5585.00 Sq Yd 5585.00 Sq Yd 5325.00 Sq Yd 2450.00 Ln Ft 2450.00 Ln Ft 6.00 Each 144.00 Ln Ft 725.00 Ln Ft 612.00 Ln Ft 298.00 Ln Ft 9.00 Each 8.00 Each 120.00 Cu Yd 1.00 LS 1.00 LS 1877.00 Ln Ft 9.00 Each 29.00 Each 1.00 Each 1.00 L.S. April 26, 1993 U/COST TOTAL $ 2500.00 $ $ 3.50 $ $ 7.50 $ $ 2.50 $ $ 2.75 $ $ 6.00 $ $ 4.50 $ $ 7.00 $ $ 400.00 $ 5150.00 11725.00 7500.00 13962.50 15358.75 31950.00 11025. 00 17150.00 2400.00 $ 116221.25 ------------ $ 70.00 $ $ 20.00 $ $ 18.00 $ $ 10.00 $ $ 750.00 $ $ 1500.00 $ $ 20.00 $ $ 1500.00 $ $ 3000.00 $ 10080.00 14500.00 11016.00 2980.00 6750.00 12'000.00 2400.00 1500.00 3000.00 $ 64226.00 ------------ $ 15.00 $ 28155.00 $ 1500.00 $ 13500.00 $ 600.00 $ 17400.00 $ 300.00 $ 300.00 $ 3000.00 $ 3000.00 $ 6235i.00 WATER DISTRIBUTION SYSTEM 1. 8" Water Pipe 2. Firehydrant Assembly 3. Service and Meter 4. Connect to Existing Sub -Total 1266.00 Ln Ft 3.00 Each 29.00 Each 1.00 Each $ 20.00 $ 25320.00 $ 2000.00 $ 6000.00 $ 600.00 $ 17400.00 $ 1500.00 $ 1500.00 $ 50220.00 ------------ MISECELLANEOUS 1. Street Lightings $ 25000.00 2. Engineering -Design $ 0.00 3. Engineering -Staking $ 32500.00 4. W.S.S.T. ( 8.2 Percent $ 9231.15 Sub -Total $ 293022.25 ------------ GRAND TOTAL $ 359753.40 NOTE: THE ABOVE ESTIMATE WAS PREPARED BASED ON BID PRICES TAKEN FROM RECENT CONTRACTS OF SIMILAR PROJECTS. FEE APPLICATION: DEVELOPMENT APPLICATION REVIEW SHEET 9 ENVIRONMENTAL CHECKLIST REVIEW SHEET 1=1 PLAN REVIEW ROUTING SLIP OTHER APPLICANT: JOB ADDRESS NATURE OF W PROPERTY MANAGEMENT 20 D DATE RECEIVED Comments Due BY PROP RTY MGMT. D Comments or suggestions regarding this application should be provided in writing. Please provide comments to the Comm. Dev. Dept.(C.D.D.) by 5:o0 p.m. on above date. REVIEWING DEPARTMENT/DIVISI FEES APPLIED � 1,Hnnu1 APPLY rtLS L l NEED MORE INFORMATION ❑ LEGAL DESCRIPTION ❑ SQUARE FOOTAGE ❑ FRONT FOOTAGE ❑ VICINITY MAP It is the intent of this development fee analysis to put the developer/owner on notice, that the fees quoted below will apply to the 'subject site upon development of the property. All quoted fees are due and payable at the time the construction permit is issued to install the on -site and off -site improvements (i.e. underground utilities, street improvements, etc.) / LATECOMER AGREEMENT - WATER [ CITY HELD h+ o4 I PRIVATE DEVELOPER HELD ;,R;OOECT PERT , FTG. o . 27'.3. LATECOMER FEE 5 LATECOMERS AGREEMENT - SEWER CITY HELD PRIVATE DEVELOPER HELD I 1 SUCC FEE SPECIAL UTILITY CONNECTION CHARGE - WATER Single family residential dwelling unit 300 lot x Apartment, Condo each multiplex unit $175/ea. unit x Commercial Industrial .04 s . ft. of property x UNITS DD a SPECIAL UTILITY CONNECTION CHARGE - SEWER Single Tamil.y residential dwelling unit 300 lot x Apartment, condo each multiplex unit $175Zea. unit—x Commercial/Industrial $ 04/sq ft of property x Zz OD.00 SPECIAL ASSESSMENT DISTRIC .(Hospital Area WATER DEVELOPMENTS WITH 00 GP FIRE FLOWS OR LESS: UNITS SAD FEE Area Charge $ 034 per sq ft x Frontage Charg6,$16.00 per front ft x DEVELOPMENTS WITH GRENTER THAN 1500 GPM FIRE FLOWS: Area Charge $0 048 per s .ft. x Frontage Charge $18.00 per front ft. x SPECIAL ASSESSMENT DISTRICT (Honey Crk. Interc tr - SEWER AREA CHARGES: UNITS SAD FEE Residential d%1ina 'ts atments or e uivale5 e n u it x Commercial de►St:05 er s .fross site area x RONT FOOTAGE CHARG 37.19 er Fron Ft�on ea. side x 74.38 er fr. rply on both sides of im rv. x ' / 1,9 �D TOTAL: $ ze The above quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters. Signature of Director or Authorize presentative //1r, /• . waY. /itf . c ytv