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l ■ O.J. Saltarelli Facilities Project Coordinator Engineering Services Division King County Department of Public Works Rm.900 K.C.Adminisvetlon Bldg. Q061344-4097 Seattle,Washington 98104 ,4 SPECIFICATIONS FOR SITE WORK FOR CONSOLIDATED OFFICE AND SHOP FACILITIES KING COUNTY DEPARTMENT OF PUBLIC WORKS RE.NTON, WASHINGTON VOLUME III KING COUNTY DEPARTMENT OF PUBLIC WORKS ,• : ..-� . � \ � 4 ��► t _-- � k � , r' Y INDEX PAGES SITE PREPARATION 9 SANITARY SEWERS AND WATER DISTRIBUTION SYSTEM 9 LANDSCAPING 12 EXTERIOR POWER AND SIGNAL DISTRIBUTION SYSTEM >> SITE TYPICAL DETAILS 13 s. i SPECIAL PROVISIONS CONSOLIDATED OFFICE $ SHOP FACILITY h N SITE PREPARATION INTRODUCTION e s�k for this project is to be built and constructed in accordance with the Standard Specifications for Road and Bridge Construction , issued by the Washington State Highway Commission, Department of Highways , edition of 1974 and adopted by Kin& County Council on April 16 , 1974 . Construction of the water and sanitary sewer systems on this project shall be in accordance with the Standard Specifications for Municipal Public Works Construction prepared by the Washington State Chapter of the American Public Works Association, edition of 1977. A copy of these Standard Specifications is on file in th,. Office of the Director cf the Depa maent of Public Works , 900 King County Administration Building, Seattle , Washington , where they may be examined and consulted by any interested party. The Standard Specifications of the Washington State Highway Commission , and Municipal Public Works Construction prepared by the Washington State Chapter of the American Public Works Association except as they may be modified or superseded by these Special Provisions , shall govern all phases of site work , water and sanitary sewer system installa- tion and they are by reference made an integral part of these Specifications and Contract as if herein fully set forth. Wherever reference is made in these Standard Specifications of the State of Washington Department of Highways , or American Public Works Association, to the Director of Highways or Engineer, such reference shall be construed to mean the Director of the Department of Public Works , or his duly authorized assistants. SEQUENCE OF SITE WORK 6 UTILITIES A. U ntra or Work: A. Contractor shall perform earthwork and site grading shown on the drawings. Include preparation of subgrade for sidewalks , roadway paving, parking lot paving and maintenance area paving. B. After completion of earthwork and site grading the Contractor shall request the Engineer to stake site utilities and building locations shown on drawings. No excava* or, shall be permissible until staking is completed and Contract is notified by the Engineer. C. The Contractor may schedule the installation of the 16 inch water main to the site upon proper arrangements with the City of Renton Water Department , contact Mr. Dick Houghton, telephone number 235-2631 . The Contractor shall notify the Engineer prior to commencing work. 1 SPECIAL PROVISIONS SPE Consolidated ice F, Shop Facility - Renton Con DESCRIPTION OF WORK ROA e work propose under this contract comprises clearing, grubbing, Cop draining, grading, paving with Asphalt Concrete , Class "B" , curb abl and gutters , sidewalks , storm drainage system, sanitary sewer system, at water system, power and telephone system and landscaping at the 900 Consolidated Office & Shop Facility - Renton located in the north tim 1/2 of Section 16 , Township 23 North, Range 5 East , W.M. all in has accordance with the plans , these Special Provisions , the Standard Specifications and prevailing codes where applicable. SIT en SOILS REPORT s a copes y�Fie complete soils report for this project is available for pla inspection in the Office of the Director of the Department of Public do Works , 900 King County Administration Building, Seattle , Washington. are Exc PERMITS AND LICENSES bri Section of the Standard Specifications shall be supplemented to include the following: Sit 0 The Contractor shall furnish the Engineer with one copy of tic: each permit issued for borrow , filling , or wasting material onl required for or generated by the contract work. The res. Contractor shall notify the Fngineer in writink of the Con location of all borrow, fill `..e, and w ,ste sites regardless of whether a permit is required. So_ or CLEARING AND GRUBBING Baring and gruBVing on this project shall be performed over the Comi entire project in accordance with Section 2-01 of the .ec Standard Specifications within the following lateral limits : of r. Area within the general slope stake limits and site stake limits or as designated by the Engineer , together with slope and drainage easement as are necessary for construction. The removal of sod as designated by the Engineer , which is not included in the quantity for roadway excavation, shall be considered incidental to the lump sum bid for Site Preparation and no additional compensation will be made. ROADWAY EXCAVATION AND EMBANKMENT All roadway excavation and em an ment on this project shall be in accordance with Section 2-03 if the State of Washington Standard Specifications , except that all overhaul will be considered incidental Grad to the "Site Preparation," contract item and no additional compensation incl will be made for haul . to u betty 00 exis SPECL'1L PROVISIONS Consolidated ice $ Shop Facility Renton ROADWAY EXCAVATION AND EMBANKMENT (Continued) Copies of the preliminary ground cross-section notes will be avail- able for the Contractor ' s inspection , before the opening of bids , tem, at the Office of the Director of the Department of Public Works , 900 King County Administration Building, Seattle , Washington. At the time the bid is submitted , it shall be understood that the Contractor has inspected the cross-sections . ON SITE PREPARATION Genera ollowing clearing and grubbing operations , the Contractor sT_aff grade all areas to the proper lines and grades as shown on the for op plans and located by the Engineer . The lump sum item "Site Prepara- lic tion" shall include all grading for proposed parking lots , landscaped "n, areas , walkways and other areas not included under section "Roadway go Excavation and Embankment" of the Standard Specifications for road and bridge construction. cd to Site Information: For assistance in bidding , the approximate quantity of material anticipated in excavation and embankment for site prepara- tioa is 29,000 cubic yards . This data is provided as informational only and it is expressly understood that the owner will not be responsible for interpretations or conclusions drawn therefrom by the Contractor . Soil Testin: The owner will have performed soil testing as required Tor quality control during grading operations . Coe action: All areas shall be compacted in compliance with ection 2-03. 4 (19) of the Standard Specifications . The percentage of maximum density requirements shall be as follows : UnpavedAreas : Compact top 6" of subgrade and each laver of ac ib kf' ll or fill material at 90% density for cohesionless soils and 85I density for cohesive soil material . Walkwa ss : Compact top 6" of subgrade and each layer of back- red 1f 71 or fill material at 951 density for cohesionless soils, anal and 90% density for cohesive soil material . Pavements : Compact top 12" of subgrade and each layer of back- fill or material at 95% density for cohesionless soils , and 90% density for cohesive soil material . coral Graff: Uniformly grade areas within the limits of "Site Preparation," cation iinncluaing adjacent transition areas. Smooth f: _ished subgrade surfs e to within specified tolerances . Compact with uniform levels or sl3pes between points where elevations are shown, or between such points and existing grades . 3 ! i t SPECIAL PROVISIONS Sp Consolidated ice E, Shop Facility Renton on SITE PREPARATION (Continued) CON e egree o T-T nish required wall be that ordinarily obtainable frcm est either blade-grader or scraper operations . bui Gr�adi�n Outside Building Grade areas adjacent to building sha Iine1 s to drain away from structures and to prevent ponding. Finish des surfaces free from irregular surface changes , and as follows : to r. n Ditches : Finish ditches to ensure proper flow and drainage. con oncuct final rolling operations to produce a hard, uniform and ASP smooth cross-section. sp Seeded Areas : Finish areas to receive topsoil to within . 10 foot the above or the required subgrade elevations , compacted as in specified, and free from irregular surface changes. Required SPe subgrade elevations in seeded areas shall be 6 inches below top thi As of adjacent walks , curbs , pavement or other finished elevations. Spe Walks : Shape the surface of areas under walks to line , grade ref anT cross-section, with the finished surface not more than 0.00 The foot above or , in foot below the -equired subgrade elevation, 260 - :r_ct ,,, a , tpe..ititd an,' graded to grer,�nt ponding of water cov a-te7 rains . unr. Pavement : Shape the surface of areas under pavement to line , The J grated cross-section , with the finished surface not more pay_ 4 than 1/2 inch above or below the required subgrade. sha Maintenance: Protect newly graded areas from traffic and erosion, and eit out eelc�e of trash and debris. Repair and re-establish grades in and settied , eroded, and rutted areas to the specified tolerances . Where ma= completed, compa�-t d areas which are disturbed by subsequent construe y tion or adverse weather, the Contractor shall re-st.ape and re-compact ASP to the required density prior to further construction. ri sur so r lus Material : Following the clearing and grubbing of the site , a1.y 9-C surp us material from the grading operation shall be stockpiled on the An site as designated by the Engineer. rat CONFORMITY OF PLANS & SPECIFICATIONS to co , lThe work shall e done in strict conformity to the plans and specifica- CO:: tions and to the exact lines and grades as fixed by the Engineer , ec and with such instructions a shall from time to time be given by so is the Engineer. The Contractor shall provide such assistance and materials as may be required by the Engineer for giving lines , grades , etc. , and shall protect and preserve in their original positions all stakes , points , or marks for the work by the Engineer. The Engineer 10 shall stake the building lines and establish bench marks at each building location. It shall be the Contractors responsibility to 4 SPECIAL PROVISIONS 7onso f ate Fite 6 Shop Facility - Renton CONFORMITY OF PLANS � SPECIFICATIONS (Continued) establish other lines and elevations as necessary to constru t the building according to plans and specifications. Where the Engineer shall consider such stakes , points , or marks to have been unnecessarily destroyed, he may cause the expense of replacing them to be charged to the Contractor and the amount of such costs deducted from any moneys due or which may become due to the Contractor under the contract for this work. ASPHALT CONCRETE PAVEMENT Asphalt concrete s all a laid in two separate courses , as shown on the t pical sections . Asphalt concrete shall be furnished and laid in accordance with Section 5-04 of the State of Washington Standard Specifications , Class "B" asphalt concrete being specified for use on this project . The grade of the paving asphalt will be AR-4000W. As specified in Section 5-04 . 3(3) of the Washington State Standard Specifications , roadway sections without curb and gutter will require reference .ine� . The asphalt concrete mixture shall have a temperature not less than 2600 F. when deposited on the roadway. Each truck load shall be covered with a suitable tarpaulin while in transit to prevent unnecessary heat loss . The first sentence of the 4th paragraph of Section 5-04 . 3(3) "Asphalt Pavers" is revised to read as follows : On all projects , the paver shall be equipped %, ith automatic scree' controls with sensors for either or both sides of the paver , capat-le of sensing grade from an outside reference line , sensing the transverse elope of the screed and providing the automatic signals which operate the screed to maintain the desired grade and transverse slope. ASPHALT CEMENT FOR TACK COAT rior to the commencement of paving operations the existing asphalt surface shall be prepared as specified in paragraphs 5-04. 3(5)A, 9-02 . 1 (6) , and 9-02 . 5 of the Washington State Standard Specifications . An asphalt tack coat having a grade of CRS-1 shall be applied at the rate directed by the Engineer. An additional tack coat between courses may be required as directed by the Engineer. COMPACTION CONTROL TESTS Section � • �l of the Washington State Standard Specifications is revised to add the following paragraph: Determination of the density of earth embankments will be done by the nuclear method as outlined in the A.S.T.M. designation No. D2922-71 or any other method specified by the Engineer . 5 SPECIAL PROVISIONS onsoli ate fTi—ce E Shop Facility - Renton 5P O HAUL Tn rreference to the tem "haul" as used in Section 2-04 and Section 2-09 of the Washington State Standard Specifications , all costs and expense involved in haul will be considered incidental to the various lump sum items of the project and no additional compensation will be made. WASTE SITE FOR EXCESS MATERIALS AND DEBRIS No warte site has been prove e yT—t—Tie�ounty for disposal of material and debris . The Contractor shall make his own arrangements , and at his own expense , for disposal of waste materials and shall protect the County from any and all damages arising therefrom. STO 'PIPE FITTINGS (Storm System Only) (Section 9-05 of the Washington e :state Standard Specifications) bas Pipe fittings shall be measured as a part of thL completed pipe. All alt costs of furnishing and installing pipe fittings shall be included in thi. the lump sum bid and no additional compensation gill be made . rep CULVERT PIPE TREATMENT Pa . ea - re cal a or on the plans , culvert pipe shall be placed in to t accordance with the size and schedule thickness designated. If wil : corrugated steel alternate is aced, it should be coated with Treatment I as designated in Section 9-05 .4 of the Washington State Standard CHAI Specifications . The lump sum price for the several culvert pipes s s shall include the cost of Treatment ' if steel alternate is selected be i. by the Contractor. Star, CULVERT PIPE JOINTS Exte All cu vert pi— pe joints , concrete and metal , shall have rubber gaskets 505. in accordance with Section 9-05. 7(3) and Section 9-05. 10(1) of the capa Standard Specifications and Standard Plan No. B-31 . 1 . Barr GRAVEL BACKFILL coat rave ac ti for pipe bedding and drains shall be placed as with specified in Section 2-09 and 9-03. 12 of the Washington State alle Standard Specifications . cons TRAFFIC CONTROL Barb King County Tas , by Resolution No . 29459 , passed on February 8 , 1965, if a adopted the part 10 from the Manual on Uniform Tra�fic Control Devices cent entitled, "Traffic Control or ig way onstruction and Maintenance Operation," for use on all King County Construction and maintenance All work. The Contractor is hereby notified that all signs , barricades of e or other traffic control devices and procedures shall conform to the prig provisions of this manual and strict compliance with the provisions therein shall be mandatory. F.XIS; as sh 6 satis A s"; SPECIAL PROVISIONS (.onso 1 ate ice & Shop Facility - Renton TRAFFIC CONTROL (Continued) d e er toGeneral Conditions , Part 2 , Section ? - "Barricades and Signs . " The Contractor shall be responsible for furnish- cus ing and installing all signs , barricades and other traffic control devices except as otherwise noted, as may be necessary to ^,rotect and safeguard the public at all times from innury or damage as a result of the Contractor ' s ial operations. All cost resulting therefrom will be considered as incidental to the various lump sum items of the contract the and no additional compensation will be made. STORM SEWER eT�e shown or, the storm sewer plan shall be included in the base bid. Certain areas to be paved are being considered as li alternates , In the event any of these paved areas are exluded from this contract , the grates on in the inlets or catch basins will be replaced with solid metal covers . Payment : Payment for this modification shall be considered incidental to tie various storm sewer lump sum bid and no further compensation will be made. ..ent CHAIN LINK FENCE s s own attached to these Special Provisions , chain link fence shall ed be included on this project in accordance with Section 8-12 of the Standard Specifications , and detailed on plan sheet 1 of 20 sheets . Extension arms shall be USS Model "Invincible," Anchor aluminum alloy 5052-H34 , 0 .090-inch thick, or approved substitute, and shall be .,ets capable of carrying 3 strands of barbed wire. Barbed wire shall ue aluminum coated 12-1/2 ga, steel , with a minimum coating of 0 . 30 o: . per square foot of wire surfac _; 12-1/2 ga. steel with a class 3 galvanized coating per ASTM spec . A121-66; aluminum alloy 5052-H38 , 0. 110-inch diameter , or approved substitute and shall consist of 2 stranded line wires . Barbs shall be 14 ga. round wire, if steel or 0. 080-inch in diameter if aluminum and be in a four point pattern on 4-inches to 6-inches 65, centers. s e All costs for labor, equipment and materials required for construction of extension arms and barbed wire shall be included in the lump sum s price . No further compensation will be made . e EXISTING UTILITIES e Contractor ss hereby advised that the location of all utilities as shown on the plans , may not be complete and the Contractor shall satisfy himself as to the exact location of the utilities by contacting 2 i~. SPECIAL PROVISIONS SPEC Consolidated Office $ Shop Facility Renton ons EXISTING UTILITIES (Continued) SPEC the jwners ere proceeding with work. The Contractor shall be Prov responsible for any damage done to public or private property by sum reason of breakage of any gas , water , sewer, power , or telephone i installation by or through negligence . The Contractor shall cooperate with the various agencies on necessary relocation of any facilities required for the expeditious completion of the project. SOURCE OF MATERIAL o source of material has been provided for gravel backfill fer pipe bedding , gravel backfill for drains , borrow excavation including haul , crushed surfacing nor mineral aggregates for asphalt concrete or cement concrete. The Contractor shall make his own arrangement to obtain these materials at his own expense and all costs of acquiring, produc- ing and placing the material in the finished work shall be considered incidental to the lump sum bid involved. PUBLIC CONVENIENCE AND SAFETY n addition to the provisions of section 1-07. 23(1) , the following will apply. Complaints received by the Engineer concerning public inconveni- ence or safety hazards will be referred to the Contractor for immediate corrective action. In addition to normal work hours , corrective actions will be taken on Saturdays , Sundays , holidays and at t.mes other than normal work hours . Upon deteiiination that a public inconvenience or safety hazard exists and up i inability to contact the Contractor after reasonable effort to de ao , or upon failure of the Contractor to immediately correct the unsatisfactory condition when ordered to do so by the Engineer, the County may without notice to the Contracto- or his Surety, =orrect the unsatisfactory condition and deduct the costs thereof from any payments due or coming due the Contractor. STANDARD CONCRETE CURB \ND GUTTER Where shown on the plans , or where ordered by the Engineer , cement concrete curb and gutter of the design and type specified on the plans shall be constructed to the line and grade as staked by the Engineer. All curved sections with radius under 500 feet shall be formed with curved sections to match the radius all in accordance with the details shown on the plans , and shall comply with Section 8-04 of the Washington State Standard Specifications. STANDARD CONCRETE SIDEWALKS As s own on the plans , standard concrete sidewalks , 4-inch depth , shall be constructed as staked by the Engineer , and shall comply with Section 8-14 of the Washington State Standard Specifications. 8 r i SPECIAL PROVISIONS Consolidated Uice $ Shop Facility - Renton SPECIAL PROVISIONS COST INCLUDED IN CONTRACT PRICE cAT�sir.curre y reason of, or in connection with, the Special Provisions shall be included in the contract prices for various lump sum bid items of work involved. t 11 ni- ne ons s _o .s s on on 4 3 SPECIAL PROVISIONS Console ate ice 6 Shop Facility - Renton SANITARY SEWERS 6 WATER DISTRIBUTION SYSTEM All work shall be carried out in conformance with the Standard Specifications for Municipa_ Public Works Construction prepared by the Washington State Chapter, American Public Works Association 1977 edition. A copy of these Standard Specifications is on file in the office of the Director of the Department of Public Works , 900 King County Administration Building, Seattle , Washington , where they may be examined and consulted by any interested party. The Standard Specifications , except as they may be modified or superseded by these Special Provisions , shall govern all phases of work under this contract and they are by reference made an integral part of these Specifications and Contract as if herein fully set forth. Wherever reference is made in these Standard Specifications to the Engineer, such reference shall be construed to mean the Director of the Department of Public Works , or his duly authorized assistants . The Contractor shall obtain and keep on the job site a copy of the Standard Specification. SECTION 4 - SCOPE OF WORK (Sanitary Sewer Drains) DESCRIPTION OF WORK The contempTa—t—eT work to be performed under this contract proposes furnishing and installing a sewage collection system in the Renton Consolidated Office and Shop Facility including approximately: 952 Lin. Ft . of 12-inch Sewer Main 918 Lin. Ft . of 8-inch Sewer Main 692 Lin. Ft . of 6-inch Building Drain 8 Standard Manholes 3 8-inch Clean-out Assembly All in accordance with the Plans , these Special Provisions and the Standard Specifications. SECTION 60 - PIPE NiATEP.IALS .AND TESTING FOR SEWERS 60-1 DESCRIPTION Sewer pipe s ali be cement concrete , P.V.C. Plastic , or asbestos cement. All pipe shall have flexible gasket joints . 60-3 . 01 PIPE MATERIALS . 3 1�A Conc— retie -ipe , Nonreinforced Conform to ASTM Designation C14 , Class 2 1 t, .r: l Y 1 SPECIAL PROVISIONS SPE, i Consolidated ice f, Shop Facility Renton ons 60-3.01 PIPE MATERIALS (Continued) SEC -3. 1D Asbestos Cement Pipe Conform to ASTM Designation C428 , Class 2400 for gravity sewers. 63- ' an 1 -3.01H Polyvinyl Chloride Pl.stic Pipe Conform to ASTM Designation D3034 , SDR 35. SECT S} ;TION 61 - TRENCH EXCAVATION BACKFILL, FOUNDATION $ BEDDING FOR 66 !; : 1pc abov C1-2 . 01 CLASSIFICATION Cloo Trench excavation and backfill will be Class "A" . "D" 61-3. 03C3 CLASSIFICATION OF BEDDING 66 Bedding shall be Class "D" loin 61-3. 04 CRIBBING $ SHEETING Provide all sheeting or other means of ensuring a safe working area in the trench. Conform to applicable FEderal and State Safety aquiremen.ts . SECT 61-3. 06 COMPACTION OF TRENCH BACKFILL 72-1 All backfill shall be compactedwith approved mechanical tampers or 1 , vibratory compactors . The Engineer will establish the maximum allowable spec lifts of backfill permitted depending on the compaction equipment the provided. In general , this will not exceed 24-inch lifts in unpaved modi areas . 72- F Backfill shall be compacted to 90% of maximum density as measured by5 uct ASTM Designation D1557-70 Method A in unpaved areas. (AWW The Engineer will take density tests and order any modification of Duct backfilling or compaction methods necessary if the above densities with are not met . pipe SECTION 61 - TRENCH EXCAVATION, BACKFILL, FOUNDATION 5 BEDDING FOR SEWERS 3/32 The 61-3 . 03C4 PIPE BEDDING MATERIAL CLASS "D" C111 Pipe bedding material Class "D" shall be incidental to "Trench Excava- Mech tion and Backfill , Class "A" . 72 SECTION 62 - PIPE LAYING JOINTING $ TESTING Cast ANSI 62-3 . 10 TESTING FOR ACCEPTANCE Testing shall be by low pressure air test unless an infiltration Duct test is appropriate per sub-section 62-3 . 10B. The infiltration or fitt exfiltration shall not ?xceed 200 gallons per inch of pipe diameter per mile per day fcr any section. The Engineer reserves the right Mech to require a water exfiltration test for any section previously air (AWl tested. Flan C11c dril SPECIAL PROVISIONS onso i ate ice $ Shop Facility - Renton SECTION 63 - MANHOLE FOR SANITARY SEWERS 63- 1 DESCRIPTION Manholes shall—'Fe constructed of precast units and shall be Type 1 -48. SECTION 66 - SIDE SEWERS 6c 2 . 01 PIPE o—r wilding drains shall conform to those specified for sewers above. In addition, cast iron pipe conforming to AWWA Standards C106 or C108 , may be used. All pipe shall be installed with Class "D" bedding. 66- 2 . 02 JOINTS Jointing material shall be approved flexible gaskets only. WATER DISTRIBUTION SYSTEM SECTION 72 - PIPE FOR EATER MAINS 72-1 GENERAL Pipe va ves , fittings and materials as described in the following able specifications and plans and shall conform to the requirments of the applicable sections of the A.P.W.A. Standard Specifications , as modified herein. 72-2 . 02 DUCTILE IRON PIPE Ductile Iron Pipe shall conform to ANSI Specification A21. 51-1965 (AWWA C151- 71) . Ductile Iron Pipe shall be cement lined and sealed in accordance with ANSI Specification A21 . 4-19 (AWWA C104-71) , 6" through 12" pipe shall be 1116" cement lined and 14" through 24" pipe shall be 3/32" cement lined . cWERS The pipe joints shall conform to ASA Specification A21 . 11-1964 (AWWA C111-64) . Pipe joints shall be rubber gasketed Push-On and/or Mechanical as required by -he bid proposal description. 72-2 . 08 PIPE FITTINGS Cast iron pipe fittings 6" through 12" shall be Class 150 , as per ANSI Specification A21 . 10-1971 (AWWA C110-71) . Ductile iron fittings may be used in lieu of cast iron Class 150 fittings . Mechanical joint fittings shall be as per ANSI Specification A21 . 11- 1964 (AWWA C111-64) . Flange joints shall be as per ANSI Specification A21 . 10-1971 (AWWA C110-71) and shall be in accordance with ANSI B16. 1 , with 125 pound drilling pattern. w J a� SPECIAL PROVISIONS Consolidated UTice & Shop Facility Renton SPE 0 GATE VALVES ate—valves shall be cast iron body, non-rising stem, full brcnze SEC mounted with double disc gates , Class 150. Sufficient wrenches to operate all valves shall be provided. CON AIR 4 VACUUM RELEASE VALVES 73- Air and vacuum release valves shalt. be Rennselaer figure 372A or equal . xc rec VALVE BOXES spe Valve oxes shall be cast iron, 2 pie, e for 42" trench equal to fac Atlas Foundry Company or Olympic Foundry Company . ALI FIRE HYDRANTS e Fire- ty rants shall be 5-1/4" M.V.O. for 42" trench unless otherwise fit` designated, flanged at ground line , 6" M-J connection, two 2-1/2" hose Whe: connection ASA (National) standard thread, pumper connection and spec operating nut to match existing hydrants. Hydrant shall be so 0. 5 ' constructed that direction of facing or pumper connection may be Cont rotated to face the roadway. Hydrants shall comply with AWWA C502 . Unless otherwise specified, hydrant shall be traffic type with 73 designed replaceable break points. Tre Engi 16" BUTTERFLY VALVE Engi Valve turnished and installed shall be ASA Class 150 , M.J. x M.J . , tren i{ Crane No . 381 or equal , minimum 16" face to face. for the BUTTERFLY VALVE CHAMBER plus S all e precast or poured in place in accordance with APWA Section widt 76-3. 01 , with poured in place base and cast iron frame and cover pipe %,ith top to finish grade , APWA Plan No . 68 or No. 69 (for housing ing 16" butterfly valve described above. ) . the ment DETECTOR CHECK Grav T e external casing shall be made of grey galvanized cast iron or w thoroughly galvanized inside and outside . The valve domes and bottom Owne cases shall be bolted together with cadmium plated steel belts and enti nuts . dept belt The detector check shall be a combination of an automatic compound mate lever valve in the main line and a bronze case disc meter on an external bypass connected to outlets on either side of the valve Tren casing by brass or bronze fittings. The external bypass :hall have pipe a gate valve on the inlet side of the bypass meter and a swing check valve on the outlet side which permits maintenance without shutting TIMI down the mainline. The mainline check valve shall have a rubber Tie facing and the detector check must be fully approved by UL Laboratory, nece FM Laboratory and ULC Laboratory. util the the limb no d 4 shoe i.ng lump SPECIAL PROVISIONS Consolidated 0111ce $ Shop Facility - Renton SECTION 73 - TRENCH EXCAVATION & BACKFILL FOR WATER MAINS CONSTRUCTION 73-1 GENERAL 1 . xceppt as otherwise not :d herein , all work shall be accomplished as recommended in applicable American Water Works Association (AWWA) specifications , and according to the recommendations of the manu- :acturer of the material or equipment used. ALIGNMENT f`-ie—Tocation of the water mains , valves , hydrants and principal fittings , including modifications , will be staked out by the Engineer, when requested by the Contractor. Pipe shall be laid closely to E specified grade and alignment . Alignment deviation not to exceed 0. 5 ' . Replacement of stakes lost or destroyed shall be made at the Contractor' s expense and in accordance with the Contract Plans . 73-2 TRENCH EXCAVATION Trenches shall be excavated to the line and grade designated by the Engineer. Except for unusual circumstances where approved by the Engineer , the trench sides shall be excavated vertical and the trench width shall be excavated only to such widths as is necessary for adequate working space . The maximum trench width at the top of the pipe shall normally be the outside diameter of the pipe barrel plus 16" . No trench width less than 30" will be allowed. The top width of the trench shall not exceed the outside diameter of the pipe plus 36" . The trench shall be kept free from water until joint- ing is complete. Surface water shall be diverted so as not to enter the trench. The Contractor shall maintain sufficient pumping equip- ment on the job to insure that these provisions are carried out . Gravel required in the bottom of the trench due to action of weather or workmen shall be furnished by the Contractor without expense to the Owner. Boulders , rocks , roots and other obstructions shall be entirely removed or cut out to the width of the trench and to a depth 6" below water main grade . Where material is removed from below water main grade , the trench shalt be backfilled to grade with material satisfactory to the Engineer and thoroughly compacted. Trenching operations shall not proceed more than 300' in advance of pipe laying, except with writter. approval of the Engineer. TIMBERING S SHEETING e Contractor shall provide and install timbering and sheeting as necessary to protect workmen , the work , and existing buildings , y ' utilities and other properties . All timbering and sheeting above the pipe shall be removed prior to backfilling. All hepting below the top of the pipe shall be cut off and left in place. Removal of timbering shall be accomplished in such a manner that there will be no damage to the work or to other properties . All timbering and sheeting shall be to the Contractor' s design and the cost of install- ing and removing timbering and sheeting shall be included in the lump sum bid price. 5 1 SPECIAL PROVISIONS SPEC Consolidated 5TMce S Shop Facility - Renton ons LAYING DUCTILE IRON FIPE VALV Work shall e accomplished in accordance with AWWA specifications. a v The bottom of the trench shall be finished to grade with hand tools requ< in such a manner that the pipe will have bearing along the entire VALVI length of the barrel . The bell holes shall be excavated with hand en tools of sufficient size for proper calking or taking up of bolts. valy Bolts on N-J pipe and fittings shall be tightened uniformly with a righ "Torque" wrench which measures the torque applied. Installation of safe Roll-On pipe shall be in accordance with the manufacturer' s instruc- be ne tions. CONc[ LAYING GALVANIZED IRON PIPE onc7 The galvanized iron pipe , valves , and fittings shall be threaded. s ua Joints shall be made up in accordance with good plumbing practice. q area Threads shall be coated with white lead before connecting. requ- BACKFILLING and Backfi' ling and surface restoration shall closely follow installation join Cunt and testing of the pipe , so that not more than 300 feet of pipe is full left exposed without expres3 approval of the Engineer. Selected Ares. backfill material shall be placed and compacted around and under the water mains by hand tools to a heigh- of 6" above the top of the AIR water main. The remaining backfill shall be placed and compacted in nst. lavers not more than 12" thick, except that under roadways all backfill Spec material shall be placed in layers not more tl�an 6" thick and . ompacted to a density of the existing subgraLe. In clay soils Stee ' compactions shall be by gimping, and in sand ind gravel , by water rele. settlement. If suitable backfill material i , not available from tion trenching operations , the Engineer may order the placing of bedc.ing gravel around the water main. HY M Where governmental agencies , other than the Owner , have jurisdiction rio . over roadways , the backfill and compaction shall be done to the to e Y , P line satisfaction of the agency having the jurisdiction. Thal FIRE HYDRANT INSTALLATION work. Fire hydrants shall e set as shown in the Standard Details. Hydrant Thal The trenches shall be excavated to not more than ' beyond the back side 2 of the hydrant. Back face of trench shall be cut vertical for hydrant perf. blocking. Hydrant above ground shall be painted with 2 coats equal to test Inertol Ramuc Utility Enamel of color selected by the Owner. 2r 4h GATE VALVE INSTALLATICN Allo Gate valves s all a set in the ground vertical and shall be apened and shut under pressura and the packing gland adjusted so as to permit easy operation and at the same time show no leakage . 6 s SPECIAL PROVISIONS ConsolidateTTTMce 6 Shop Facility Renton VALVE BOX INSTALLATION Valve boxes s all a set flush in pavement and in gravel roads as required by the Engineer. VALVE MARKER INSTALLATION When specs ie , painte concrete marker posts shall be set for all valves except auxiliary hydrant valves . The post shall be set at Tight angles to the road from the valve and shall be situated in a safe and reasonably conspicuouf location. Distance to valve shall be neatly stenciled on the post with one-inch numerals . CONCRETE BLOCKING Concrete blocking shall be cast in place and have a minimum of 1/4 square foot bearing against the fitting and 2 square feet bearing area against undisturbed soil . Additional bearing area may be required by the Engineer. Blocking shall bear against fitting only and shall be clear of joints so as to permit taking up or dismantling joint . All hydrants , bends , tees and valves shall be blocked. The Contractor shall install blocking; which is adequate to withstand full test pressure as well as to continuously stand operating pressures under all condii ons of service . AIR 6 VACUUM RELEASE VALVE INSTALLATION installation ;hall a as own on t e tandard Detail . (APWA Specifications) . Steel piping and fitting shall be galvanized. Location of the air release valves as shown on the plans is approximate. The installa- tion shall be set at the high point of the line. HYDROSTATIC TESTS rior to acceptance of the work , the installation shall be subjected to a hydrostatic pressure test of 150 psi at the high point in the line , and any leaks or imperfections developing under said pressure shall be remedied by the Contractor before final acceptance of the work. Leakage shall be measured by approved means. Test pressure shall be maintained while the entire installation is inspected. The Contractor shall provide all necessary equipment and shall perform all work connected with the tests. Insofar as is practical , tests shall be made with pipe joints , fittings and valves exposed for inspection. The Engineer shall be notified by the Contractor 24 hours in advance prior to testing. Allowable leakage in gallons per hour p^r 1,000 feet of pipe : 2" - 1 . 6 Gal . /hr. S" - 6 . 3 Gal . /hr. 4" - 3 1 Gal . /hr. 10" - 7 .9 Gal ./hr. 6" - 4 . 1 Gal . /hr. 12" - 9. 5 Gal ./hr. 16" -11 .6 ;al ./hr. 7 SPECIAL PROVISIONS SPE Consolidated ice P, shop Facility Renton on. STERILIZATION & FLUSHING OF WATER MAINS Sterilization of water mains shall e accomplished by the Contractor in accordance with the requirements of the State Health Department and in a manner satisfactory to the Engineer. The section c be sterilized shall be thoroughly flushed at maximum flow prior to chlorination. Sections will ordinarily be sterilized between adjacent gate valves unless , in the opinion of the EngineeT , a longer section may be satisfactorily handled. Chlorine shall be applied by solution feed at one end of the section with a valve or hydrant at the opposite end opened sufficie-"ly to permit a flow through during chlorine application. The chlorine solution shall be fed into tLe pipeline already mixed by an automaticall) proportioning applicator 10 so as to provide a steady application rate of not less than 60 P"M chlorine. Hydrants along the chlorinated section shall be opened during application until the presence of chlorine has definitely been detected. When the chlorine concentration of not less than 50 PPM has been established throughout the line, the valves shall be losed and the line left undisturbed for 24 hours. The line shall then be thoroughly flushed and water samples taken for approval by the local health agency. The Contractor shall exercise special care in flushing to avoid damage to surrounding property. SERVICE CONNECTIONS Connections shall Te installed with pipe saddles on asbestos cement pipe and Fteel pipe and by direct tap into cast iron pipe , except where connections 1-1/2" and larger are being made to cast iron pipe 6" and smaller, in which case saddles shall be used. Connections to galvanized pipe shall be with tees . Installation shall be as shown ?(' in the Standard Details . CONNECTIONS TO EXISTI; • PIPELINES erg i�iF a cut- ins are to Tie ma—Tern existing pipes , the work shall be conducted at such a time and in such a :Wanner as to minimize the interruption of service. Necessary pipe , fittings and ga• c valves shall be assembles: at the site ready fnr installation prior to the shutting-off of water in the existing main. Once the water has been cut off, the work shall be prosecuted rigorously and shall not be halted mtil the line is re-,toyed to service. Installation shall be as siwvn in the Standars, "eta "nless specifi:ally provided for elsewhere in these specifi :ations , tae Contractor shall have the responsibility of giving at least 6 hours ' notice to the City of Renton Wate- Department , contact Mr. Dick Houghton (telephone number 235 -26J ) . ! " D. I . WATER SERVICE MAIN '.'roriae water service rom an existing water main located in NE 4th Street. Exteid main south al.u.g Monroe Street to County property line . COnlrac_ or shall follow established grade lines as shown on plan and profile sheet No. 14. Contractor shall a range with the City of Renton Water Department for connection to the main , includin, am accessories . Contractor shall pay for all charges in connection therewith. 8 ------------ 71 SPECIAL PROVISIONS ConsoliAate6 Office & Shop Fa. ility - Renton SANITARY SEWERS & WATER DUSTRIBUTION SYSTEM End of Specification a a. 3 SPECIAL PROVISIONS Consolidated ice F, Shop Facility - Renton LANDSCAPING The Special Provisions and General Conditions of the other portions of this contract apply to this portion equally. The following paragraph: add to, clarify, or modify those provisior.s : LANDSCAPE CONTRACTOR e Landscape Contractor must be experienced in landscape work of the highest quality and have facilities and personnel adequate for the work specified. The Contractor mast acquaint himself with all other work related to site improvements and other work which might affect preparation forjor installation of panting. He must be familiar with American Standards for Nursery Stock and American Nurserymen' s Association Standards . . -CIAL BONDING CONSIDERATION T—t—t' e 7F - of the award o t is contract , the Contractor will be required to post E rformance bond which will comprise the sum total of all the bid i.em_:. At the completion of all the bid items of work except "Plant Establishment" the Contractor may post a performance bond that shall comprise the total amount of the landscape items and obtain release of the first performance bond. The performance bond for the Landscape items shall be held in effect for the duration of the "Plant Establishment" item as specified. DRAWINGS AND SPECIFICATIONS Definitions : a wor approved" as herein used, means "approved by the ngineer." "For approval" means "for the Engineer' s approval ." "Selected" means "selected by the Engineer. " "As directed" means as directed by the Engineer . "Provide" means "furnish and install ." Where the words "or approved" are used, the Engineer is the sole judge of the quality or suitability of the proposed substitution. Dimensions and Measurements : Dimensions govern when shown. Scale is approximate . Contractor ss- all check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any dis- crepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of S ecified Items _Ree! ui_r�ed: Wherever in these specifications ar, arU e , evice or piece o equipment is referred to in the singular number :uch reference shall include as many such items as are shown on dro ings or required to complete the installation. EQUIPMENT AND MATERIALS Tt is t eContr—ac s responsibility to be certain that all equipment and materials selected by him, or for him by his subcontractor or material suppliers , conform to the requirements of the drawings and specifications . The approval of a manufacturer' s name by Engineer does not relieve the Contractor of the responsibility for providing materials and equipment which comply with the contract documents. so 1 r i Am SPECIAL PROVISIONS SPE �Ons011 ate ice 4 Shop Facility - Renton ons EQUIPMENT AND MATERIALS (Continued) EROS 15 ro uct an lip and Storage: The Contractor shall furnish standard ate products in manu acturer s standard containers bearing original labels , arra showing quantity, analysis and name of manufacturer. requ equi The Contractor shall store products and materials with protection from Alin weather or other conditions which would damage or impair the effective ness of the product. comp A royal of Substitutes : Requests for approval of a different article Gras or materia rom the specified shall be accompanied by samples , records act or performance , certif9 :d copies of tests by impartial and recognized the laboratories , and such other information as the Engineer may request . guar 1 Samples and data shall be furnished sufficiently in advance to allow age time for investigation before a decision must be made. When the comp Engineer approves a substitution, it is with the understanding that the Contractor guarantees the substituted article or material to be equal or better than the one specified. Name Kent EROSION CONTROL: GENERAL (Ade e Contractor s a provide seeding, fertilizing , mulching and other Cree measures required to prevent erosion on this project , all in accord- (Per. ance with the Standard Specifications and as modified herein. Pere. (Pen EROSION CONTROL: MATERIALS o sow ll "Type " : The ractor shall provide a natural , humus Fert Dearing , tree Training , sandy loam for all areas to be seeded. This to topsoil shall have a Ph range of 5.0-7 . 5 and meet the following requirements : Tota (Ana � Sieve-Size Percent�P_assin¢ Avai 1/4" 50- 85% (Ana 0120 0- 35% Avai Topsoil "Type 1" shall have a loss due to ignition of 2-10% . (Ana The Contractor :hall submit at least 30 days prior to topsoil delivery Abov acceptable wri, en evidence, such as a laboratory report , which clearly states that the proposed source for topsoil has a sufficient quantity Wild of acceptable material to meet the requirements of this contract. w it Following acceptance of the source of supply, the Contractor shall Prop( stockpile and protect not less than 25$ of the estimated quantity of Clyd the specified topsoil , not less than seven (7) working days prior 581 to beginning of delivery to the project site. To soil must be inspected and a roved at the stock ile site prior to the initi�fiverv, TTe Mulc' ontractor s a deliver whatever additional quantities o topsoil as t o may be required to meet the needs of this contract . Control samples this shall be tested by King County during the progress of the work. Failure of any test sample to meet the specifications may result in suspension of work and rejection of topsoil or a portion thereof as determined by the Engineer. 2 SPECIAL PROVISIONS Consolidated Oiice I Shop Facility - Rentor. EROSION CONTROL: N1ATr:RIALS (Continued) Water: The Contractor shal.1 make , at his own expense , whatever arrangements may be necessary to ensure an adequate supply of water required for erosion control . He shall also furnish all necessary hose , equipment , attachments , and accessories for the adequate irrigation of planted areas as may be required to complete the work as specified. All costs shall be included in the bid items involved and no further compensation shall be made. Grass Seed: The Contractor shall provide grass seed as specified in Section 9-14 . 2 of the Standard Specifications. Seed shall be mixed by the dealer. The Contractor shall furnish to the Engineer the dealer' s guaranteed statement of the composition of the mixture and the percent- age of purity and germination of each variety. Grass seed shall be composed of the following varieties mixed in the proportions indicated. Proportions Name by Weight o Purity o Germination Kentucky Bluegrass 50$ 80% eg Baron or ]'ylking) Creeping Red Fescue 40$ 98% 90% (Pennlawn) Perennial Rye 1016 950 90% (Pennfine or Pelo) Fertilizer : All areas which are seeded shall receive fertilizer of the follFWing proportions and formulation: Total available nitrogen 100 (of which 50% is derived from (Analyzed as N) 38% slow release ureaform) Available phosphorous 20% (Analyzed as P205) Available potassium 20% (Analyzed as K20) Above percentages are proportioned by weight. Wild Flower Seed: The Contractor shall provide a mixture of blue flax, white fern leaf yarrow, batchelor 's button and Iceland poppy in equal proportion applied at the rate of 40 pounds per acre . Available from Clvde Robin Seed Company , Castro Valley, California (telephone : (415) Mulch : Mulch : Wood cellulose fiber mulch conforming to Section 9-14. 4 (2) of ttTie-.�tandard Specifications shall be applied tr all seeded areas on this project . 3 s� j SPECIAL PROVISIONS SPEC Consolidated ice 6 Shop Facility Renton on EROSION CONTROL: PLANTING OPERATIONS LAND Seed a re aration: Section 8-0(1) of the Standard Specifications co , shall apply. Spread and compact six (6) inches of Topsoil Type 1 over ment all areas to be seeded. stak of p See��din��: Where feasible , the hydroseeding method of application shall eased. A slurry consisting of seed, fertilizer , mulch and water shall on t be uniformly applied over all unpaved disturbed areas within easements Work and right of way unless directed otherwise. Seed mixture , including ing wild flower seed, shall be applied at the rate of 120 pounds per acre. by Fertilizing: Fertilizer shall be applied at the rate of 400 pounds Iota peracre. Fertilizer shall be incorporated into the seed, mulch and Obst water slurry and shall be applied as specified under "Seeding" . In ont the event that additional fer• ilizer is required to establish a uniform, owne healthy, thick stand of grass the Engineer shall determine the method shal ffj and rate o: application . prom. Mulching: Mulch shall be applied at the rate of 2 ,000 pounds per the hat acre. The Contractor shall follow manufacturer' s recommended quantities P of mulch in pounds to the tank capacity in gallons . One thousand maki (1 ,000) pounds of mulch shall be included in the slurry of seed, Util fertilizer and water and applied to the areas to be seeded. The cont remaining 1 ,000 pounds of mulch shall be applied in a separate drai. operation within 48 hours of the first application. The unit price util for "Mulching" per acre shall include two separate applications as speci ied and no further compensation shall be made. Debr stre Temporary Protection: In the event slopes and other disturbed areas the cannot e prepared and seeded during the specified periods , they shall be protected by polyethelene sheeting or other approved means as Work, i determined by the Engineer . All costs of temporary protection shall prat be included in the bid item, ' Seeding ' and no further compensation will be made. Cutt �ttEROSION CONTROL: MAINTENANCE & INSPECTION lbobo .a Maanienalce: Maintenance shall begin immediately following seeding plan. opeiaticns and shall extend for a mirimum of ten weeks or longer as furti needed to establish a uniform, healthy, thick stand of grass . Seeded areas shall be watered as necessary for healthy growth. All costs Exce. involved in the maintenance and establishment of seeded areas shall be an included in the lump sum price for "Seeding ," "Mulching" and "Fertiliz- ing." Any areas damaged by erosion or the Contractor' s operations LAND, shall be immediately repaired by the Contractor. orc. Ins ection: Areas not established with a uniform, healthy, thick stand an �u all c gf rays and wild flowers , as determined by the Engineer, shall be reseeded, remulched, or refertilized at the Contractor' s expense prior Land.' to payment. S Ow to C 4 the lift allc. r SPECIAL PROVISIONS ons� oTidate ice $ Shop Facility Renton. LANDSCAPING: GENERAL 4 )f—Work--scope of work includes furnishing all materials , equip- ment an� la�r necessary for providing topsoil , planting of trees , staking of trees , protection and maintenance , guarantee and replacement of plants and all related items required to complete the work as shown on the drawings and specified herein. 11 Work b En ineer: The Engineer will loczte and mark centerline station- rng an all right of way lines as required for construction as determined by the Engineer . All other points , curves and plantings are to be located by the Contractor and approved by the Engineer. Obstructions Under round : It shall be the responsibility of the ontractor to ave a 1 utility locations marked in the field by their ^> owners before proceeding rith work of this contract. The Contractor shall not disturb or damage existing utilities. The Contractor shall promptly no, !'fy the Engineer of any conflict between proposed work and the utilities or other obstructions . Failure to follow this procedure places upon the Contractor the responsibility and the expense fo- s making any and all repairs for damage resul' ing from such work. Utilities: The Contractor shall keep active utilities intact and in continuous operation and keep street drains and sewers open for free drainage at all times. Adjustments in elevations of meters and other utilities will be done by on.ers. Debris : The Contractor shall allow no debris to accumulate on ground, streets , alley and sidewalks. All hauling and disposal shall be at the Contractor' s expense . 1 Workmanship : Workmanship shall be equal to or exceed the best accepted practices of the American Nurserymen' s Association. Cutting, Patching and Digggg�rn� The Contractor shall do all cutting, fitting or patching requir'gfor proper installation o; work. All labor and materials required to complete the work as shown on the plans and specified herein shall be included in the bid items and no further payment shall be made. Exce3s Soil : All soil exca%�ated from planting pits shall be removed ai.d disposed of by the Contractor. LANDSCAPING: SITEWORh Concrete Retainer: .onstruct concrete retainers as shown on Details and at locations shown on the planting plan. Provide Class "B" concrete id all ir. conformance to the Standard Specifications. r Landscape Berm: The Contractor shall construct landscape berms as aFown on the plans . All berms underground utilities. Material used to construct the berms shall be available on the site as approved by the Engineer. Compact fill material to 901 maximum density, in 12 inch lifts. Subgrade of berms shall be 6 inches below finished grade to allow placement of 6 inches of topsoil as shown on cross-section. 5 j I} 1 j i SPECIAL PROVISIONS SPE �s-oTi atc to OfficeF, Shop Facility Renton ons LANDSCAPING: MATERIALS LAN op[ soil ' ype 'c Contractor shall provide a twoway mix planting ar soil consisting of 2/3 naturally occurring surface sandy loam as ree specified in Section 9-14 . 01 (l) of the Standard Specifications , except fibe as modified herein , and 1/3 sphagnum peat moss by volume. Sphagnum peat moss shall contain not less than 80% organic content by weight. Tree The two-way mix shall have a ph range of 5 . 0 to 6 . 5 . Mixed planting soil shall meet the following requirements : Sieve Size Percent Passing ,/4 - 1n 3/8 95-100 10 80-100 #270 14 35 Clay 5- 13 The mixed topsoil shall have a loss due to ignition of 9-121 by weight. The Contractor shall submit st least 30 days prior to topsoil delivery All :,cceptable written evidence , such as a laboratory report , which clearly bid states that the proposed source for topsoil has a sufficient quantity Wate: of acceptable material to meet the requirements of this contract. ment Following acceptance of the source of supply, the Contractor shall the i stockpile and protect not less than 50% of the estimated quantity of equi the specified topsoil mix, not less than seven ( ) working days prior plant to beginning of delivery to the project site. To soil must be inspected and approved at the stockpile site rior to the initial deliver. 1 t S 'cz Contractor s all mix a— nH iver w atever a itional quantities of LANDS topsoil as may be required to meet the needs of this contract. Control ener samples shall be tested by King County during the progress of the work. n eE Failure of any test sample to meet the specifications may result in shaI suspension of work and rejection of topsoil or a portion thereof as free determined by the Engineer. ?bras able Tos��� oil Amendment: The Contractor shall provide the following size: ingre3ients in original unopened bags with the manufacturer' s guaran- diamc teed analysis of content : on al Fertilizer: So Blood Meal whit;, condi 10% Raw Bone Meal IN 0 Kelp Meal Re ui 3 0% Granite Dust an h 45$ Rock Phosphate Amer, Stand Compost : 100% Steerco or equal Speci Topsoil amendment mixture shall consist of 1/3 fertilizer and 2/3 Sourc compost , 'jy volume , to be mixed on the site. t at 10 deliv 6 on SPECIAL PROVISIONS �onsolie3 Office f Shop Facility - Renton LANDSCAPING: MATERIALS (Continued) BarkMulch: ar mu c shall be 1" minus ground fir or hemlock, bark free of weeds and shall not contain excessive resin, tannin, wood fiber or other ingredients detrimental to plant life. Tree Stakes : —sec—ids ns Tree Stakes : The Contractor shall provide 1-5/8" outside diameter, thin wall conduit , galvanized steel , with 1/16" wall thickness , 10 feet long, two per tree , with 12- gauge wire and black rubber hose as shown on the plans and details . Evergreen Trees : Provide 2" x ?" x 10' fir stake , one per tree with 12 gauge wire and black rubber hose as shown on the plans and details . Treat the stake with Woodlife or equal . All costs involved i.n providing tree stakes shall be included in the bid items involved and no further compensation shall be made. Water: The Contractor shall make , at his own expense , whatever arrange- ments may be necessary to ensure an adequate supply of water to meet the needs of the contract. He shall also furnish all necessary hose , equipment , attachments , and accessories for the adequate irrigation of planted areas as may be required to complete and maintain the work as specified. LANDSCAPING: PLANT MATERIALS General : All plant materials shall be provided by the Contractor. Ilan ess specifically authorized to be collected, all plant materials shall be nursery grown. Plants shall be in vigorous health, relatively free of all pests , disease , fungus , disfiguring knots , sun scalds , abrasions of the bark , broken tops , torn roots and any other objection- able features. Plants cut back from larger size to meet the specified sizes will not be accepted. Plants shall have no cuts over 3/4" in diameter which have not completely healed over. Leaders shall be intact on all plants . Trees shall not be pruned before delivery. Any plant which in the opinion of the Engineer does not comply with these general conditions will be rejected. Reguire�ents : For measurement , branching, grading quality , balling and bum rlapping, all plants shall conform to the standards of the American Association of Nurserymen, latest edition, and the Washington Standards for Grading Nursery Stock , 1968 edition. All measurements specified are minimum acceptable sizes. Sources : The Contractor shall verify all sources of supply to ensure t oat all the specified plants to be supplied by the Contractor can be delivered in time to meet the planting schedule. SPECIAL PROVISIONS SPEC onso i ate TfT'1ce $ Shop Facility - Renton uns LAND LANDSCAPING: PLANT MATERIALS (Continued) �'ene Substitutions : No su stitution of plant material supplied by the Lion Contractor be permitted unless written evidence (from ? suppliers be p. minimum) is submitted to the Engineer that a specified plat -annot be rope obtained and has been unobtainable since the award of the contract. shal If a substitution should be permitted, it can be madr only with the for prior written approval of the Engineer , and at no increase in the afte contract price. The nearest variety , size and grade as approved by for the Engineer shall then be furnished. prat Nomenclature : Nomenclature shall conform to "Standardized Plant Names' Prun second edition, 1942 . Names not included there shall conform to names ave accepted in the nursery trade bark whit Notification: The Engineer shal. be notified three (3) days in advance Prun' o delivery to job site . at t i Certificates of Inspection: Certificates of inspection of plant Plan materials shall e urnished as required by Federal , State or other t ro authorities . the i Balled Burlapped (B$3) : Plants designated to be balled and burlapped June s 111db Jug wJtE natural balls of earth of sufficient diameter Ins and depth to encompass fibrous and feeding root system necessary for is m11 full recovery of plant. Root balls shall be firmly wrapped with plan burlap and bound with twine or wire mesh in accordance with the Standards of the American Association of Nurserymen. Plan Uri Bare Root Stock (B/R) : Plants designated as bare root stock shall be wean duug��ullydormant with substantially all of the root system intact , with earth carefully removed from the roots. Roots shall be Plan covered with thick mud coating by puddling and/or wrapping in wet mar , straw, moss or burlap packing material immediately after digging; befo, plant shall be kept protected until planted. Plants with roots dried stri and shrivelled from exposure are not acceptable for planting. item. Quantity: All quantities given are approximate. Deci. 0 1 Plant Material Guarantee : All plants shall be guaranteed by the Back . Contractor to remain in a vigorous , healthy condition from the time plan of planting until the completion of the plant establishment period. tree Loss , deterioration, damage , or disturbance of plant material for any grad reason, as determined by the Fngineer , may be cause for rejection. appe: Such deterioration shall include but not be limited to substantial tree dieback of branches resulting in a deficiency of foliage or improper balance of branching. Wra wee woun 3 nea-1 1 SPECIAL PROVISIONS Consolidated Ofice $ ;,hop ra_ility - Renton LANDSCAPING: PLANTiNG OPERATIONS enera 1 p ar.t matr-ials smell be transported to their final loca- tioT n with care. Branc: shall be tied back if necessary and bark shall be pre acted with burl. gags to prevent damage to them from chafing by ropes r wires. Plante : all not be dragged along the ground, but shall be properly plac,. in a manner which provides complete protection for the roots and brandies. Planting of trees shall be accomplished after all major constrt. ^-ion has been completed, during normal periods for such work , as detel :,ined by th-- season , weather, and accepted practice. Pruning : Plants shal iot be pruned before delivery. Trees which avh e a damaged leader . ill be rejected . Trees with abrasion of the hark, sunscalds , disfiguring knots or fresh cuts of limbs over 3/4" which have not completely healed or calloused, will be rejected. Pruning shall be completed before budding or new growth appears and at the direction and approval of the Engineer. PlantingSeaton : The planting season for bare root trees is December 1 tiroug ecem er 22 and/or February 2 through March 1 or as approved by the Engineer. All other trees shall be planted between October 15 and June 1 or as approved by the Engineer . Inspection: Inspection and acceptance of all stock prior to planting is m— aaiory and the Engineer reserves the right to reject and or all plant material at any time until final inspection and acceptance. Plantin Time : Planting of trees and groundcover shall be done only uring periods which are normal for such cork , as determined by weather conditions , accepted practice , and as approved by the Engineer. Plant Locations : The Contractor shall locate trees from drawings and mark the locations with stakes. Engineer' s approval shall be obtained before proceeding with planting operations. This requirement will be strictly enforced, the cost for which will be incidental to the bid items for planting. Deciduous Trees : The Contractor shall plant deciduous trees as follows : Excavate planting holes 4 ' x 4 ' x 4 ' at approved locations. Backiill tree pit with topsoil "Type 2". At the time the tree is planted mix five (5) pounds of soil amendment per tree hole. Set trees so when settled they will bear the same relation to finished grade as originally borne to natural grade ; orient for best finished appearance. Place 2" bark mulch to a 2 ' radius around all diciduous trees . W�ra dn : Trunks of all deciduous trees shall be wrapped within one week after planting with 6-inch wide burlap strips. Strips shall be wound spirally from height of first branching to ground and secured neatly and snugly with suitable cord and fastenings. g I r 9 SPECIAL PROVISIONS onsoli ate Utice $ Shop Facility - Renton SPE on_ LANDSCAPING: PLANTING OPERATIONS (Continued) LAN ver r -�een reescavate tree-Tiole 24" greater in diameter than root all . Backfill with topsoil . At the time the tree is planted, ru. mix 5 pounds of soil amendment per tree hole. Set trees so when settled mail they will bear the same relation to finished grade as originally borne for to natural grade. Orient for best finished appearance. gre. Dec�Staking: Fert us Trees : All street trees shall be staked immediately after app` planting. Stakes shall be set in north , south alignment at a distance Eng ' of 18-inches from trunk of tree as shown on the planting detail . Stakes shall be driven 12-inches into undisturbed soil. Est a height of 4-feet , 6-inches , the stakes shall be fastened to the tree with No. 12 wire and rubber hose as shown. Stakes shall be plumb and uniform. Evergreen Trees : Stake all trees immediately after planting. Set stake as shown in planting detail. Fasten tree to stake at approximately one- Rate half height of tree and where the diagonal stake intersects the vertical tree trunk. 10 S ra Water Settlin : All trees and shrubs shall be water settled during unF planting. u ficient water shall be applied to eliminate air pocketsso by r' in the planting hole without over saturation as determined by soil Weec percolation. O W Drainage of Planting Holes : Where the drainage of planting holes is anal and Ismite o r non-existent—because of heavy clay, hard pan .r rock , it atic is the responsibility of the Contractor to advise the Engineer who reco will determine if the drainage is adequate for planting. The Engineer damn shall determine the method and extent of improved drainage required. expo LANDSCAPING: PLANT ESTABLISHMENT Duration : It shall e the .ontractor' s responsibility to maintain anee aallTtree planting of this contract from the time of installation beco until the project is completed and accepted by the Engineer as complete. furn The plant establishment period shall begin when the planting and or i construction has been completed and accepted by the Engineer and shall by t extend for 365 calendar days . All General : All trees shall be watered, pruned, fert - .ized, sprayed, and effe ot�ierwise maintained and protected throughout the plant establishment by t period. Clea wor.. Water in : All trees shall be watered by thorough sprinkling every two undo wee s during the dry season (May 15 through October 1) or more and often as needed to keep the ground moist , the plants healthy, and to Such prevent wilting. In the event that water restrictions are established area during the summer months , sprinkling shall be scheduled as directed by debt the Engineer. be n o f f 10 dirt s SPECIAL PROVISIONS Coi,solidated Urrice $ Shop Facility - Renton LANDSCAPING: PLANT ESTABLISHMENT (Continued) run�ng: Pruning shall a done as directed by the Engineer so as to ad maintain a neat , healthy appearance , in accordance with good practice for the type of tree or plant. All cuts 3/4 inches 'Ln diameter or greater shall be painted by the (_ontractor with a tr:e sealer. Ferti] izin The Contractor shall provide the following fertilizer apication during the plant establishment period as directed by the Engineer. Fertilizer : One (1) part Blue Chip Nitriform (granular) slow release or equal , 38-0-0 Two (2) parts Agro Nursery Supplement k2 ke or equal , 7-8-9 - e Rate of application shall be 3 cups per tree. al S raving: All trees shall be sprayed with the proper insecticides , unf gicides , and chemical mixtures as necessary to control infestation 10 by harmful insects , pests , and plant diseases . Weeding: All bark covered areas shall be kept weed free. Frequency o •eeding shall be sufficient to keep all weeds from going to seed, so and shall be done at ' east once each month. Chemical herbicides shall not be used for a period of 60 calendar days after the install- ation of plant material . When using chemical herbicides , manufacturer' s recommended application rates shall be followed. Any plant material damaged by use of herbicides shall be replaced at the Contractor' s expense . so Trees : All tree stakes , guards , and fastenings shall be kept intact an3 effective in maintaining firm support . Where fastenings have ;e become too tight or too short , new and larger fastenings shall be furnished and installed by the Contractor to prevent strangulation or irregular growth of the tree. Stakes shall be removed as directed by the Engineer . All deciduous tree stakes shall be kept plumb. All deciduous trees shall be sprayed once during the year with an d effective pre-emergent , fungus-inhibiting dormant spray as directed by the Engineer. Cleanup: Cl:anup shall be made immediately after and as part of the work done in the area. The cleanup shall include the entire area 0 under this contract. The contract area shall be cleaned of litter and debris at least once each month , or as directed be the Engineer. Such cleanup shall include the pickup and removal from the contract area of all clippings , trimmings , leaves , and all other litter and debris originating from any source whatsoever. Planting areas shall be neatly dressed and finished; walks and paved areas shall be hosed off with water as necessary and otherwise kept clear, and free from dirt , bark , and litter. 11 a . f i i p. SPECIAL PROVISIONS Consolidated Ofice $ Shop Facility Renton LANDSCAPING: PLANT ESTABLISHMENT (Continued) 1, Protection: All plantings s a e properly protected against harm from win -, unusual weather and the public , Special planting tech- niques , defoliating , wilt proofing or spray misting may be required for unseasonal planting, prolonged periods of drought , etc. No work shall be performed in, over, or adjacent to planting areas without proper protection and safeguards . Mo^thly Ins ection and na ment : At the end of each month during the plant esta lis ment perio t e Contractor shall supply the Engineer with a list of maintenance work he has performed during the month for which payment is requested. This list shall include a detailed account of the type of maintenance work performed, on what date, the materials used, and shall call to the attention of the Engineer any existing condition which may require special consideration or treatment . Failure to follow this procedure at the end of any month during the plant establishment period shall result in forfeiture of the monthly payment for the month involved. Such forfeiture shall be considered sufficient cause for termination of this contract. Section 1-08. 10 of the Standard Specifications shall apply in the event if termination a of this contract. Ins ection : Inspections of the project site will be performed by .S t e ngineer. The Engineer will notify the Contractor in writing of any deficiencies in the maintenance work. The Contractor shall perform whatever additional maintenance work necessary as directed by the Engineer within five (5) working days following such notifica- tion by the Engineer. Failure by the Contractor to perform any additional work within the time limits specified shall result in forfeiture of the monthly payment or a portion thereof. ,5 The lump sum price bid sha: 1 be full compensation for all labor, tools , materials , equi, ment , and any other incidental items required to perform the mainter_. ace work as specified. ,6 .7 12 ELECTRICAL rage 1 1� EXTERIOR POWER AND SIGNAL DISTRIBUTION SYSTEM 1, GENERAL: .1 Conditions and requirements of the General Conditions, Supple- mental General Conditions and Special Conditions are hereby made a part of the Electrical Division of this Specification. If requirements disagree, the more stringe,,t re'luirement will become the contractural obligation. .2 definitions of all terms, etc., to be according to IDS arl IE"•E standard definitions, codes and standards herein specified _' all be latest edition. .bmit shop drawings on all special equipment; obtain approval jefore manufacture. Locations of manholes, duct runs & transformers to be checked on Sob. Right is reserved to make reasonable change in location before `rough-in" without additional expense to Owner . Where conflict occurs with other equipment, consult Engineer for final location. .3 Correlate work so there is no interference with other utilities being installed in same area. .4 Clearances : Adequate working space shall be provided around electrical equipment for maintenance and operation. Minimum clearances shall conform to Art. 110-34 of N. E . Code. Where equipment, structural, mechanical or architectural arrangement impairs clearance, rearrangement shall be mace to meet minimum requirements. .5 Safety Rules : All work shall be accomplished in accordance with the State of Washington Electrical construction Code and Electrical Safety Code, the applicable Rules and Regulations of OSHA, Washington Industrial Safety and Health Act (WISHA) , and H-81-National Electrical Safety Codm. .6 Codes, Permits and Inspections: Install all work in accordance with State of Washington Electrical Code. Obtain permits, pay fees required by governmental agencies having jurisdicti( n over this work. Arrange for inspections required during construction. on completion of work furnish satisfactory evidence to show that all work is installed in accordance with codes . .7 Ind ustr Standards, Codes and Specifications: All materials, equipment, and systems shall conform to the following applic- able ;ndustry Standards, Codes, and Specifications : i ELECTRICAL Page 2 ANSI - Americ-in National Standards Institute IPCEA - Insulated Power Cable Engineers Association IEEE - Institute of Electrical and Electronic Engineers IES - Illunimating Engineering Society NE:MA - National Electrical Manufacturers Association NFPA - National Fire Protective Association. UL - Underwriters Laboratory Where differences occur between state laws, local ordinances, industry standards , utility company regulations and the Contrac' Documents, the most stringent shall govern. ,8 Plans and Specifications : Specifications, with plans, are intended to cover installation of all electrical equipment. Materials shown and called for on plans, but not mentioned in specifications, or vice versa, necessary for proper completion and operation of equipment, shall be furnished the same as if called for in both. .? Drawings Showing Work of Other trades: Electrical drawings do not attempt to show complete details of all construction which affect elect;:.cal installation. Refer to architectural, struc- tural, civil ad mechanical drawings for additional details which affect installation of this work. Before submitting a bid, check all features of ccnstruction which may affect execution of work, no extra payments allowed for failure to obtain this information, 20 Coordination of Work: Before installation Contractor shall make proper provisions for electrical work and to avoid inter- ferences with installation of other work. Any changes caused by his neglect to do so shall be made by him at his own expense. Electrical drawings and specifications shall be compared with drawings and specifications of other trades and any discrep- ancies between trim reported to the Engineer prior to installation of work. .11 Rubbish: Contractor shall pr-)mptly remove waste material and rubbish caused by his workmen. At completion of work, clean lighting poles and fixtures, manhole interiors, pad mounted transformers and other equipment installed, .12 Guarantee: Contractor guarantees all ;uipment, materials , and workmans ip in the contract_ tar periou of one year from date of final acceptance of work, 7 ELECV J' Fry+' .13 Scope of Work: Mention herein or indication. on v of articles, ;materials, operations or methods, requ_ contractor provide each item mentioned or indicated, of qi ity, or subject to q-alifications noted; perform according to conditions stated each operation prescribed. work included ura er this contract provides for all labor, equipment and materials to complete all electrical work as outlined in drawings and specifications for building . The scope of this work is listed generally as follows : Power and signal duct system. Primary power cables and all terminations . Secondary power cables, raceways, and terminations in buildings . Telepho: a and intercom raceways to building connections . Fire alarm system wiring and raceways to buildings and terminations of wiring at cc:itrol panels. Pad mounted trarsformers and bases. Exterior lighting poles, bases, luminaires, raceways, wiring, and termirations at building connections. Branch wiring. 14 Material and Equipment Approval: Within 30 days after award o� contract submit for approval a complete list of materials and equipment to be used on the project, including manufac- turers ' names and catalog numbers or other identifying char- acteristics, for aporova_. Material and equipment not submitted for approval within 30 days shall be furnished as specified. Shop drawings, catalog cuts, test reports, and detailed information required for approval shall be sub- mitted for analysis as soon as possible. In no case shall material be installed prior to approval. } I i .M1 Xg �j ELECTRICAL Page 4 2. MATERIALS : .1 General: Materials of quality herein. ;pecified, new, free n from defects and approved by UI, for purpose used. Each type of material of same make and quality throughout project. Submit list of all materials, manufacturers ' names and catalog numbers for apFroval. 1 .2 Conduit & Fittings ; .2 .1 The Term "Conduit" as used in these specifications, is rigid conduit unless otherwise noted or specified. .2.2 Rigid Conduit : To be hot-dip galvanized, metallized, or sherardized, U.L. approved, and conforming to ANSI standard C-80.1. Plastic conduit rigid PVC Type 40 heavy wall Carlon or equal. . 2.3 Conduit Fittings: Cast malleable-iron threaded hubs, cad- mium or galvanized finish, Crouse-Hinds , Appleton or T & B. .2 .4 Union Joints in Conduit : Three piece coupling,, leton or equal; running threads not permitted . .3 Non-Metallic Ducts: Non-metallic ducts shall be polyvinyl chloride plastic for encasement in concrete equal to Carlon Type EB, or asbestos cement type for encasement in concrete equal. to Johns-Manville "transite korduct." Spacers shall be plastic interlocking type sized for 3" outside to out side spacing between ducts. Furnish with fittings as noted on drawings or as specified for installation. .4 Ground Rods and Connectors : Ground rods shall be inscoarable copper clad steel rods equal to "Copperweld" 3,3" diameter by 8'-0" long #9448. Connectors for connecting grounding bus shall be Burndy or equal type GA or GK. .5 Wire & cable_'_3a_Cvndar All wire and cable shall be Type Tirol. 11 :ice marked with gag_, tyke and mak% on t 24" centexs, bearing Underwriters ' label. Wire #10 and smaller shall be solid, larger than #10 stranded. All conductors shall be copper. .6 Cable (primary) : Cable shall be underground primary dis- tribution, URD concentric type. Cable shall conform to all the applicable requirements of IPCEA, and shall be rated for 15 KV grounded neutral. Size of conductors shall be as shown on drawings and shall be stranded aluminum. insula- tion shall be non-carbon filled cross-linked heat and light stabilized polyethylene. Strand shield shall be applied over conductor and semi-conducting insulation shield over insu- lation with concentric coated copper conductors applied over exter.Lor . Concentric copper wires shall be equal to conductors in conductance. i t a� PageELEC 5ZCAL Page 5 Contr. ctor shall submit a letter from the manufacturer covering the above construction specifications and per- formance tests . The letter shall state that specific cable to be used meets the above requirements, is new cable, and is guarantee' by the manufacturer as such. .7 Ground Rods : around rods shall be of copper welded steel exterior , "Copoerweld" or equal, and shall be of size as shown on drawii.-,rs. Connections to ground rods ahall be exposed. 8 Cable Racks & Pull Irons : Cable racks shall be Hubbard #2127 furnished with "T" hooks 10" long. Pull-in irons shall be 1" galvanized eye bolts. in .9 Cable Terminations : Cable terminations to pad mounted transformers shall be equal to Elastimold Loadbreak Connector Style 162-LR rated 8.3 KV line to ground, contin- uous current _ating 200A. Coordinate with manufacturer of pad-maunted transformers. 10 pad Mounted Transformers : Pad mounted transformers shall be three phase oil insulated 60 hertz with primary voltage of 12,470 volts delta and secondary voltage of 480/277 volts wye. Primary taps shr.11 be 4- 2� percent-rated, two above and two below nominal primary voltage. Kva capacity of transformers shall be as shown on drawings . Impedance shall be not less than 3% for 300 ::'A, 4% for 500 RVA and 5% for in i 750 KVA capacity. The transformer and associated compartments shall be so ble designed and constructed as to be tamper-resistant. There as shall be no screws, bolts, or other fastening devices which us are exteraally removable. cull-height, air-filled incoming and outgoing terminal compartments with hinged doors shall be located side-by- side separated by a steel barrier , with the incoming compartment on the left. The incoming compartment will be accessible only after the door to the outgoing compartn. nt has been opened. To facilitate making connections and per- mit cable pulling, the doors and compartment hood shall be removable. Removable door sill on compartments shall be provided to permit rolling or skidding of unit into place over conduit studs in foundation. The incoming line compartment shall enclose the high-voltage bushings and provide for incoming cable from below. The compartment shall have a hinged ioor with a fastening device which is accessible only through the low-vultage compartment and to make possible the use of a single padlock. i r i ELECTRICAL Page 6 The incoming line equipment shall be arranged for two cable circuits to the transformer. Equipment enclosed in the incoming compartment will include: 600-ampere manual selector oil switch, consisting of (2) two-position gang-operated oil switches mechanically inter- locked to prevent simultaneous closing of both switches, mounted in separate oil-filled switch box in the high- voltage compartment. Switch make-and-latch rating is 12,000 amperes symmetrical, 18,000 amperes asymmetrical at 15 kv.. Three (3) silver-sand general purpose current limiting fuses rated at aprroximately 2 times full load current of transformer . See cable termination specs for coordination of cable terminator with bushings on oil switch. i The outgoing line compartment shall be arranged for cabling rom below. The compartment door shall be hinged with 3- point latching and suitable for padlocking . Low voltage spade type bushings shall be provided for secondary service connection. Provide transformer with standard accessories and liquid level and dial type thermometer gages . Pad mounted transformer as described above shell be equal to Gereral Electric Compad II. .11 Manholes: Manholes shall be precast concrete type of size 3. and details shown on drawings . Provide with hinged spring locked steel covers designed for H-20 traffic, for access, inserts for pulling irons, sump, opening for ground rod on power manhole, and C-channels for cable rack supports . Power manholes shall be Concrete Conduit Co. #577LA. Manholes for telephone shall be Concrete Conduit Co. 0466- TP or equal. Provide manholes with pre-cast risers, .12 Pad Mount Transformer Base: Pad mount transformer base shall consist of a pre-cast concrete vault with concrete cover of size to accommodate mounting of transformer. Cover shall be provided with rectangular opening to accom- modate installation of primary d secondary cables, walls shall be provided with C-channels for cable rack supports. Base shall be provided with inserts for securing Transformer to base. Transformer base shall. be Concrete Conduit Co, #504-I.A or equal. i S Y ELECTRICAL Page 7 .13 Luminaires and Poles : Luminaires and pole shall consist of a concrete base as shown on drawings, mounting bolts, pole with handhole, luminaire and mounting bracket, and lamp. Luminaire mounted on 15 foot nominal high pole shall be for l50 watt HPS lamp and shall have cast aluminum housing, one piece specular alzak aluminum reflector, hinged door assem- bly with tempered clear glass enrlosure completely gasketed. IES type III distribution. Ballast integral high power fac- tor. Luminaire shall be equal to McPhilben 017A621. Finish as selected by Engineer. Pole shall be souare non-tapered aluminum for 14 foot mount- ing height comllete with shoe mounting base, anchor bolts, wiring handhole, a,.3 grounding terminal. Pole shall be equal to MCPhilben 14SNE-4032 for configurations 1D and 2D. Finish as selected by Engineer . Luminaire mounted on 35 foot nominal high -pole shall be same as for 15 ft. nominal high pole except for 250 watt HPS lamp and shall be equal to Mcphilben *017B641 with type ade of lighting distribution as shown on drawings. Finish shall be as selected by Engineer. Pole shall be square non-tapered steel for 35 foot mounting height, complete with shoe base, anchor bolts, wiring hand- hole, and grounding terminal. Pole shall be equal to McPhilben e35SNL5034. Finish shall be as selected by Engineer. 3. INSTALLATION• 1 General: Drawings indicate generally the extent of the installation which includes duct system, manholes, pad mounted transformers, primary and secondary service cables, fire alarm cable, and exterior lighting system for walk- ways, parking, storage area and street. ,2 Excavation and Backfill: Provide all excavation and back- fill for duct system, manholes, pad mount transformer vaults and light pole bases, and lighting conduits. Duct system excavation shall be to a depth that will provide a minimum of 24 inches of cover over top of the duct bank. Excavation for exterior lighting system conduits shall be 24" minimum. Manholes excavation shall provide a minimum of 18" cover at finish grade or ton of road surface. Pad- mounted transformer vaults shall be excavated to a depth that will allow top of cover to be 2 inches above finish grade. Install shoring to retain the sides of the excavation. Shoring for the duct system may be used to form the sides of the duct runs. w 1 r ELECTRICAL Page 8 No backfill shall tie done until approval has been given by the Engineer. All Backfill shall be done with suitable material from the excavation. Where conduits cross duct bank a I" layer of sand shall be placed between duct bank and conduit. Backfill shall be placed to provide a compac- tion of 95 percent at Optimum moisture content. Duct bank backfilling shall not begin until concrete has set for at least three days. The first layer of Backfill shall be slightly compacted to prevent damage to duct bank and shall be placed on both sides of duct simultaneously. Backfill material in any case shall not be placed in layers j of more than 8 inches in loose thickness and then compacted 1 with mechanical vibrating tampers, .3 Duct Banks: Forms snall be provided for both sides of duct banks and shall be removed prior to backfill. Ducts shall be laid to slope toward vaults and shall enter vaults in a perpendicular position for at least 18 inches, Openings in vaults shall be carefully made to prevent damage to vault walls. Terminations in vaults shall be with standard end bells carefully grouted into vault openings. Plastic spacers as specified shall be placed between ducts at five foot int4rvals and shall be securely tied or banded to ducts with wire or metal straps . Changes in direction shall be made with large sweep bends with minimum radius of 12 '-6". D%'.cts shall be joined with couplings and joint solvent or compound as recommended by manufacturer of duct, Stub-outs at manholes for future extension of ducts shall be plugged with manufactured plug, and covered with a sand fill 12 inches beyond the ducts in all directions . concrete or duct bank encasement shall be Class 5 with 3/8" minus gravel and with 12 fluid ounces of Sika AER air entraining? agent per sack of cement and sufficient water to produce a slump of four to six inches . Air entraining agent sha _1 not be premixed but shall be added separately during thi manufacture of the concrete, class 5 concrete is 94 lbs , cement, 290 lbs, sand damp, and 420 lbs, gravel damp. Place concrete in duct banks c74-th minimum fail to prevent damage to ducts. Concrete shall be vibrated with an approved type mechanical vibrator with a head not larger than one inch in diameter. Duct banks shall be poured from manhole to manhole without construction joints. ELECTRICAL Page 9 Within five days of completion of duct bank, bank shall be tested for obstructions and flattening of ducts by drawing a mandrel between terminations. M ndrel shall be made of wood with edges rounded not more than 1/4" and shall be 1�" diameter by 2;1" long for 2" duct, 2�" diameter by 3�" long for 3" duct and 3�" diameter by 4J" long for 4" duct , Prior to mandreling ducts shall be cleaned with stiff wire bristle brush at least 1/4" larger in diameter than inside diameter of duct and length at least equal to the diameter of duct, and the process repeated with a rag swab to clean out particles of foreign natter . Each spare duct run and all telephone and intercom ducts shall have installed a pull-line, two ply polypropylene Greenlee Cat, #431. Extend line five feet beyond ends of ducts. Any defects discovered during the duct testing shall be immediately corrected and the tests repeated until the condition is satisfactory. 4 Manholes and Padmounted Transformer Vaults: Manholes and vaults shall '',a set on a bedding material which shall not be placed until excavation has been comps^ted with a tamp- ing compactor with full coverage in two directions at right angles to each other. Compactor shall be Jay Tamper Model 1-13 or Wacker Vibroplate Model VPG160 or similar equivalent compactors. First layer of bedding ::mterial shall be 1�" minus crushed rock compacted to a thickness of at least 6 inches . Second layer shall be uncompacted washed sand in a layer 2 inches thick. Bed shall be checked for level before it tallation of vault. Cover and precast riser sec- tion shall be grouted at joints with cement grout consisting of one part cement and two parts sand and sufficient water to form a plastic slurry. Fill all voids in joints being sealed, ,5 Primary Cable Installation: Drawings indicat * extent of primary power feeder. All terminations shall be made up in stress cones as recommended by cable manufacturer. All splicing and terminations shall be made by an experienced cable splicer. No undue stress shall be placed on cable ins •lation during pulling process . Use dynamometer to de termine stress and keep within limits as specified by manufacturer of cable. All exposed sectione o: primary cable at manhdes and cable vault shall be arc-proofed by taping each phase conductor with 3m #7700 electrical arc and fireproofing tape half- lapped and secured with a spiral wrapping of Scotch Brand ##27 one-half inch wide glass cloth electrical tape, i 3F ELECTRICAL Page 10 Incoming primary shall terminate in stress cones at utility metering cabinet. Taps and splices in manholes shall be made with splicing material of type as recommended by manu- facturer. Terminations at pad mounted transformers shall be made with load break connectors as specified. Concentric neutral conductor shall be grounded at metering cabinet, at manholes and at pad mounted transformers. Grounding conductor shall be 11/0 bare copper and shall be supported by clamps to wall of manhole or vault from cable connection to point where conductor drops to grounding connection. Upon completion of all terminations a d.c, high voltage acceptance test shall be made in the presence of the Engin- eer. The cable shall be open at all terminations and the test voltage and length of time applied shall be as recom- mended by the cable manufacturer . If tests prove unsatis- factory condition, corrections shall be made and test applied again. Submit report on final test results. .5 Secondary Cable Installation: Secondary conduits shall be installed from pad mounted transformers to stubbed out con- duits from buildings and also from stubbed out sub-feeder conduits from building to building as shown on drawings . Conduit may be either rigid steel or rigid plastic Schedule 40. Rigid steel conduit shall be painted with two coats of Koppers Bituplastic #33. Rigid plastic conduit shall be encased in concrete with at lEist 3 inches cover all around, Where the secondary conduit is a sub-feeder a ground conduc- tor shall be pulled in the plastic conduit sized per Table 250-95 of the National Electrical Code. Secondary service cables shall be installed of sizes as shown on drawings. Cable shall be terminated at supply end at the padmonnted secondary bushings and at the service center ir. the buildings. Where service is from building to building cables shall terminate at the feeder supply breaker and the sub-feeder panel, or where shown on drawings from the feeder junction box to the sub-feeder panel. .7 Fire Alarm, Telephone, and Intercom: Install fire alarm, telephone, and intercom conduits from building stub-outs to manholes and from building to building as shown on drawings. Met)-id of installation and type of materials same as for Secondary Cable Installation, except that ground wire not required if plastic conduit is used. Terminate incoming telephone service ducts as shown on drawings. of t r �7 jp ELECTRICAL Page 11 Install fire alarm cable or wires from control cabinet to control cabinet and make all terminations at control cabinets. Arrangement of wiring and connections shall be in accordance with manufacturer 's approved wiring diagrams. Upon completion of all terminations and completion of alarm wiring within building, perform o.)erating test on complete system in the presence of the Engineer and Fire Marshall, If tests are unsatisfactory make corrections and resume testing again. Submit report on final test results. .8 Exterior Lighting System: Install exterior lighting system as shown on drawings. Location of poles shall be coo:din- ated with landscape, walkway, parking and street installa- tion. Install all wiring in direct burial plastic rigid conduit (Schedule 40) . Check all poles for alignment vert- ically and horizontally. Ground all poles to ground conductor. 9 Grounding: Install all grounding as shown on ariw• a and grounding as required by electrical code. Groc ',, mnndar- ies of all pad mounted transformers and transformer enclosures, and all exposed metal parts in pow®i ma:.ho�es. .10 Primary Service Connection: Primary cables shad. :3e t..rm inated at utility metering cabinet. 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DESIGN C (*.«....rnw.w..1 Yen]...b..—I_N,D.•yn A a �12 YY '—: •wdI• ItICAll CONCatti .p«.•N bn IM NfM•«wd ,—.1 O1 1`01/Y' OrN Nr CNA 1'.,Ip" •p.aYM 4.0 wardN ] b•'.«NIN — 0 S n I S M..p (w\«Cue wd 4M..eNl M w•••wN«iAw•dra.ne.p •Y• li' 1 ' •� •t' 10'� •OCL N^ t! i A 1 l lq ' 1M u..ml A.r•rMp.w A.a\.M r. d.N 1•.eN«« 0•, Y w V x•.renn.b.A« f•p•eF4« lA I.nw•«w b p4•N •_ - a. -t S�e i Ir ; ArA.ly de.afWleN Mww«..dnd.n+I1CM101N 1:•^d.N NIN VN Y __ OrIM - L•�__� • .••ell.m•N.NI OIAO,c F.uNq C.Ne SaS...,.W. t^,�, W. PtAN S h.ba.• {.t'� QU NYYM 1 •I 'AN NEVATION UCSION A-A DESIGN B SECl10N a-a UNIT S CONttit{ 1/. nM.LMM . q..rd r.x.\b.M• y Id NNn aIANDA,D a BAR LIST U..d«d `V •, AM dn.Y•rw•N•.N r..N wN.l I..• MAaa l0[AiION NO SIZE tENOIN alNO1N0 DIAGRAM COUNTY STANDARD ]A.M.M. {N:N.11• 1 i YNMr IL.—�.R`{ d- MCI,".-a a (N•'/A: v«, 1 la'-f' I�1 _ If'-)'. HAM 1`7d Edili.n If i'.5 1/!. CONffl UC110N AT[YUf 114-1 BAR LIST Stol\dard Octal From. 'AC E.pans.Jow%ts--- All J.mennrm> ari out h, nut and Seate for Catch C..fonc BMin or Curyl C,rlNer -` V, ( LOCATION NO !l lIrGI [[Id/1G NAGRAN O r--- 1 fw �IMNN.N i � ea kf IM 01-3l9 t i'-T' :7� t � _— CYff C_ - O Cam(blK. 1 NweSkb i ! NirrY Str a..@II'1�63>Mr JI J =__ . :a CurE 1 !n>.<all t S ri•u• Lx-fn� lOylgpr. �r1" units d I' . C<.er Sbd�U_•rr MIM-1 . [ }Nf t•t•a P:l a. si deP S fe.nSNw.0 e.11.w bp>. 4 G .Nf L•leo P4-i 61'd 1.L [e< •�/ Wto1 Fre.ui '�: G Gf._llepunl1"—A • 6 i4' tr. L.dff. x .•• I '.•• �J � finer 5loptlnl 11 Top 1 a NII• a fwrLebe..V bew 4 [ •iM-?@:Yls@4iidi PLAN •alu Aamfr * T' •�SEC nora D-D S fnvSY>hilr�ef.gA� S 6 N blw ISL,[,IPtT f>•n. • 0.12fa n/Iln It A, [ tellsNb a+.he.. a c rrff x+. i.•.2 Yt'[rr .ai.eO[ O l.anl UrcmYlta<noa SiNl- 41 CONSTRUCTION AT CURES r—,ease"lrb. 111 4 Y' 11 Ualratld� OuIkI VPe-- L.I� . nne,siASWI N EeFgl S 8 arq,l•Iw0ef46,d 4,I'.1•d,l __ kor I S Ceeer N.b 1!.+N,rrw S 6YYk>l•tu @fl'd S.A.I@ii ( G (MM1tl.+li/ka d b Var EI 1 [�[ �, �`n'.O O 1 C.>•rlbb[M[Tw 1 At 11' A lNA 5 1I ! t�N' Ific..r yr•rer . Unit Ad _ a� I aK11..�I' •1 .n- I M. ^ bI14 Ti ®•a a-a. NOTES Irq _ a - f y. JL� 11 El EVATION unr...r..:NN NF....n.,M.reLF.n b.w..rN o.r srF..pren ♦I�,,'` � ti ,' �I Aeoiefillef M.AX MA,110lltr.NUallNCbuA.Allo.,enrtew- � 1�� • T afN eA.NN eMu Ax.Ne..nmfneee e4ren4,nen pe Gm n.n c...r."-.,—J..1nR be.a^I r.OlYrnf..r.,rnw. i I II���L" I �J"�'• 11i11�1 ` ' 1 ( i f.• rr. svu _Oast q'ALa�r 1>�}y�a'Af "lr�l-f M-LlrOry�f� _ . i __ 1 � � •� IF.Y^d.xm.I IM1.r.I M.Id.r wY rn1.r YM.M11.n.a M.r.n. UNIT R P^' UNIT N r M.ry rrrW.N IF..+rMl nr. _ _ . T i� a <.ra..e rw v:n.m..o•••.d�.N M rW.by•i'�Gne.ae.r.X.. _ � ~ �O b � 1 "�.� ia✓\ I r I IM.r nM 4^d..y...n br M.Iny.w. I LqT- 1 �]x{{ � r- +`J L_T_J An,ororuding ended'end, .--1 nr on<d I>I.p."A 1M In vdf.eff aM veld.a rolbf.mnfacawNme"In " I� PLAN IF.Mud I—n..d C,.r..Fdl b y e ® M> d N Ibl M � •NTA V r • r • .i 4)•I' lY r �j� x.p.dawn:1 nre'..N by d'.f.p.vw II p.e110<IulH.11ld.nd y T m.re er lend"0Mason snd exoY cwlerrn Ie the nflNroeYe � �. —I�•e _ \ �-f®•eeNn _"•_ 1 e1 Gm,nrrlc fa,MO Ce. Nn or <allal. 4 I .....I � � _ _ ��S-� � !:[VATION LSNer runOe.In be.eerlaed .d. rI f.Nn�er•KA_' UNIT $ CATCH BASIN UNIT P UNIT M OD 4Tr STANDARD O, 97A EdiGm 4� i � KING COUNTY CURB INLET S1��U�2s V CAST IRON FRAME AND COVER FRAMEM E I FORM.,RSIBLE FRAME IS REVERSIBLE. WT. 230# EXTENSION RINDS AVAiLASIE ONLY IN ONE FOOT HEIGHTS. WT. 4130 a *. CURD INLET HAS KNOCK—OUTS TO ACCOMMODATE 6" THRU I!"PI►E IN yy ENDS AND SIDES. • IT+ UNIT DESIGNED TO PICK UP 1 SURFACE DRAINAGE A SNORT DISTANCE FROM A CATCH BASIN. WT. 5804 r• BA w U ALTERNATES FOR 12" THRU 30" DIA. CULVERT PIPE SCHEDULE DIAMETER _ CULVERT PIPE CONCRETE STEEL ALUMINUM Misser Gass of RNnlea.n THICKNESS THICKNESS IB" ehrie - 0.061" 0.060'• A 26^ ►Nis C.066" 0060" !0^ Cl.s. N 0.064... 0.060" 12" Nai. • 0.061" 0.060" 11•1 Nsis• 0."a" 0.060" e — IB" 11ab• 0.064" 0.10!" C !/^ Nab• 0.071' wolrs 70" C1exr M' 0.106" .w L me a 1!" Cbr IV 0.066" 0.1051, .,a.m .a- p.•xm. .N M, �M .pw., .r rww•Jum/ m •1 xy r..pbK U" Clex. IV O.met" .1� D P.v.d.d Mxwwlr M Aw pi.^.w Y..d T.Iww.. 21" Cle•. Iv' O.IIe' u x...Ix.•.1 x.cm", "Cb..a x.urmr Cm,...• r•�.... nn x m «.M.W 70" Cl... IV' • Uee 06e116•C• Tase6 EQUIVALENT GAGE NUMBERS GAGE THICKNESS UNCHESI NUMBER STEEL ALUMINUM u o.os6 0.060 /1 0.07► 0.07! STANDARD 12 0109 0.105 1 10 0.136 0.135 Werhinplen ,llels Deeerlaenr of R 0.16/ 0.166 NiphasTl W LJ U Su. idard Drawinq_________ o Y a F a 00 s Y U U $ I J 28 Mm � o � 4 i . 2 i Cost Iror. Valve G^% u o k'ub A C'unge C•st'r'y i 2 3 Mee' Shp. Kle Rod! 1 ° Hyd CoareL ,,.. e a i�L CL o ✓Auxiliary I ,ry Gate Valve r Cast Iron Tee with logs �2 ,'2.4 Cana &oak R yd Coarse Grove; Class 5(1,10 or Crushed Roek (3-t431i,') I Oe Noy 3cu• Hydrant Setting, Type A SAndard PI an No. 64 Page V1'..—'12 5 R MATERIAL LIST: I- DETECTOR CHECK OR DETECTOR METER 2-GATE VALVE (MJYFL) WHEELHAND�- 3- ` OR (FLx FL) 'GSf;)' _ 4 - G1. 8"LONG ADAPTER (FLYPE) _rt 5- C.I. FLANGE COUPLING ADAPTER 45 1 3 6 Q� 7 6 - CJ TEE (ALL FL) IF USED FOR FIR.DF 7 - C_I. ADAPTER ( FLYPE) OR ( FLY BEI.LI 8 - SHACKLE RODS 9 ANCHOR PLATE VAULT VAULTCONSTRUCTION AND REINFORCING � -�.'�r� .8• SHALL BE AS FOR LARGE VALVE CHAMBER 24 MIN 18` ',` i I-� MIN. LID MIN' 12' LID AND R,NG SHALL BE OLYAIPIC MIN 4-RING • OR EQUAL. METER I � 4 RING AND 36'LID �H METER READER HOLE :� �B •:: C:.'� o/.f"aov/e.SSbiabr�/Ne ,r.+�b� . —3-8 MIN. .. ..- . .. ;. :.,�• A =LENGTH OF DETECTOR CHECK + 1 ;i2' — 12 MIN 6 - a ♦91/2 - NOTE IF THE DISTANCE BETWEEN MAIN-VALVE -18 rM1N RMIN 24 MI AND DETECTOR CHECK IS LESS THAN 50' GATE rALVE (2) AND ADAPTER (4CAN 8E DELETED. ALL DETECTOR CHECKS ORMETERS SHALL 2 • BE INSTALLED BY CITY FORCES. STANDARD DETAIL FOR DETECTOR CHECK OR o DFTFCTOR MFTFR Jmar and Drawings Z Q% ?' I, I SENERaL r Stc D' P/ Wwe ete-C r Rnq 8 Cover gt h 3 D Pbn ta .13 � fAnCrete-Ga/nFr65rve Slrenglh 3.D00 p5t at 28 OOyS CM3v Drmn CuW Cvovel (3-to J') I Z sect,on X-X a s Valve Chamber R,ng and Cover i m T�r 1. . ll MOr1V91 L Xi -- (: I X � I_ rr — L "" f Section Y-Y `},..vd Grcvel 31o'1, Section Z-Z When 4-R" Do.6 q,6:w 8" R'..rr.tio I .:'%taz l IQ Min Max. When i-F'pc Da 1512 Li-11"M�n C:r-t"Max Vaive Chamber. StOnQQrd F -3"Moc Standard Plan No.68 Page VII-76 7 i I � �li � l � l l 'Ii � ' lily It Alit I I I I #fi + tH1 l_i IMF ifi1I I �11TI I I i III - Valve Chamber g 'P for C I Va .e Ba. A Ring and Cover I (S'a Plan No 45 ) ! �� Y M a e[as 4 ri,? st I'� q} ! S OIa't6820 var., a rF N n ,t,c 6 - s rs I c 5 ti for ?4r 30 Valv.s 6 0 >I_ _ ,7 '� __ . 1 IItAnspace u Ex Dpnslon B Bxl6 a 6 Jmat t Brcx nt �✓ plenal N r 1 2J r' _ 3nck Rar 'f Pier1 PC - •Z p %• ! m M € le oncre 0 n e ac,kel a 4Dro Hies Clo: (1V21Cte � i CrC'el 3-' to Section A-A V � a o tJ D� z �0 MH R-rgl g Cover See Sta. Plan 42. �.Cast 1.5 s_e 5t... Plan 4P. x For MH. Soecs. � e See Sect. 63 I .� Modit�ec Step See Std Pla.. 41. Preccat Cone. 1 r Precast Sec+iona Steps see Std. Plan41 fn I P c y a LA D I P 7 J� l. CD fl ' .. d Ladder See Std Plan41. s, .k Max Pic. S%zc 21' 5�ee Mny & '! � ;y Limited By Plpe Cen{',yv.dion hlortor FiII . . I. � t:.: '� Shelf _'-b.�.r .. Const. C6an�e1 1 O e • : v II � Pre cost 3gse Jection Coat m Ploce 6oae TYPE I - 48 MANHOLE _j — Rc-,s<d 1S77 i Standard Plan No.34 Pale VII-38 Stand rd Drau•inus 54` Manhole x a Casting See Sttl Pqn 42 f c AC)u5tment StQipn MW,,.etl Step See SIC.Plan 41 ' 24. ee Si Sian Cover S See Sta.Pion at A � ,,- �! Steps See 5'.0.Plpn 41 I � Mox Pipe Size 36 I (~—� Mpx P,De SKe May Be Llmrtetl( By Pipe Cpnfiyurtlt,on) I LPre-cast Base cast m Place Base 48' Manhole x m 1 _ cv NOTE. Tine O noses Be ne Same Do.ee As Ave << 48' 7oP Sao 4 Max Pipe S4e 21 1 Max R a S,zort May Limited 1 By Pipe caN Uor 9urpOn. ) 4 � 1 SltJllow Manholes I f - Pre-cast Base Type M- cast m Ponce Base TypeIffe -54 54 Revised 1374� Standarddard Plan No 37 Page VII—2 10 Standard Drawings 4 �� 'k Squares Srrocea-$ */f S o KCtea- Ht Cl T up Rase - § woe J Bpryer � 1_ —B'9 '; F'Ore �� I FU:k(19 Q ,5--� k 6ma Cast Iron Rfng And Cover O@ Pipe Mater,eCiheO l 45 Spet�heU Pwg ro Se Seakra In S., n a, AS Main Sewer Jwt, DO NOT SCALE 8 Clean-Out I Rev sea ?CMG Standard Plan NO. 45 Pare VII-51 a { i g - - -#- W 2'-0" 6" 4 *TO CONFORM WITH RATE p' 10" OF SUPER WHEN EX- CEEDING 0.05'/FT. o SL 0.05'/FT o ''OTE: DELETE AT DRAYS A_� I`:TERSECTi S ALSO 10 FT. BREAKS EVERY 150 F. *NOTE TOP OF CURB Cal DRIVEWAYS FOR DRAINAGE. CEMENT CONCRETE CURB 6 GUTTEP MOUNTABLE CEMENT CONCRETE CURB N 5„ 9„ •, _ 1" 7" 1" . 1"R *TOP OF CURB Cap - DRIVEWAYS a i VARIABL` 1•R e • 7 3/4" *TOP OF CURB Cal DRIVEWAYS EXTRCDED ASPHALT OR CEMENT CONCRETE CURB CEMENT CONCRETE CURB KING CO!i?:I'Y DESIG_J STANDARD CURB DETAILS Dr a•.,m t,pprove Date roh 4n: t.ewc ��lit \ q AM be-+e.n u,n a q ''C 2` a Sed,on ��•�I�eo• swyl i C.� n.c e� / i2 Ceun1 Se•nen. 5.1%nW.J�..�cS:DWi.7E Cl.:LN UM' F.I.a'QC N$gyY p� y 4.1� ?"M.A•/ I lL _ R�O'N7/Ii.0 .'7 LbN1. CONSO`iD%`I LFRCEuS O �;P LOL.ITY REN O'N 13 i � 4 a cr P F a k i .;. - ,: - � � � s v F � r ' r �`\ i\\ Y - � � .` �. y rt y .w, � . . .. . , �` � � .. ro K '... .. a . . � z. "; e .. i 1 e _'_ .. ... _. z} TF Y f: BILL 01: SALE i KNOW ALL MEN BY THESE PRESENTS, That King County, a political subdivision of the State of Washington, for and in consideration of mutual benefits, whose receipt is hereby acknow- ledged, and in compliance with that AGREEMENT AND CONVEYANCE by the parties herein, dated March 8, 1978, does hereby convey, and grant unto the City of Renton, a municipal corporation of the second class under the laws and sta- tutes of the State of Washington, the following described sanitary sewerline and manholes, with appurtenances and accessories thereto,to wit: Beginning at tie center line of manhole #1 which is 38 feet West of and 32 feet South of the N.E. corner of the S.W. 1/4 of the N.W. 1/4 of Section 16 Twp 23 N, R 5 E, W.M. ; Thence S 1004'13" West a distance of 952 feet to the center of manhole #7; h Thence S 10°03' East a distance of 271 feet to manhole 41-A, 1 Thence S 5°29'30" East a distance of 151 .2 feet to the center- line of manhole #2-A; Thence S 5°08'30" East a distance of 62 feet to centerline of manhole #3-A; Thence S 1"33'30" West through manholes #s 4-A - 5-A a distance of 281 .2 feet to the centerline of manhole #6-A; Thence S 9036' West a distance of 221 .9 feet to the centerline of manhole #7-A; Thence S 2°51 ' West a distance of 130.1 feet to the centerline of man- hole #8; Thence S 2042' East a distance of 120.5 feet to the centerline of manhole #5; Thence S 10004'30" East a distance of 211 .9 feet to manhole #10; Thence S 0030' West a distance of 198.5 feet to manhole #11 ; 7hence S 5057' West a distance of 162.5 feet to manhole #12; Thence S 88027' West a distance of 92 feet to an existing manhole on 5th Street. l A 12" sanitary sewer pipe was constructed between manhole #1 and the existing manhole on 5th Avenue EXCEPT 16" sanitary sewer pipe was constructed between manhole #9 and manhole 410 situated in the County of King, Washington. The vender herein convenants and agrees to warrant the sale of said pro- perty, goods and chattels, hereby made, against all and every person or per- sons whomsoever, lawfully claiming the same or any part thereof. j DATED this 7th day of February 19 79_ i KING COU SHINGTON BY s J LF-IMII King County Executive r STATE OF WASHINGTON ) COUNTY OF KING ) ss On this day personally appeared before meQ$FR�T w E3RATT0N to me known to be the Deputy County Executive of King County, as hngton, the person who signed the above and foregoing instrument for King County for uses and purposes therein stated and acknowledged to me that Ile signed the same as the free and voluntary act and deed of King County and that he was authorized to so sign. GIVEN under my hand and official seal this _ 7th day of _ February _, 19 79 . MRY PUBL "in and or a sta,e of Washington, residing at- "- 'T a King County State of Washington John D. Spellman,County Executive Department of Public Works 900 K ng County Acmimittration Bwiding 500 Fourth Avenue Seattle,Washington 98104 June 23, 1978 Mr. Dave Tibbot Department of Public Works City of Renton Municipal Building 200 Mill Avenue South Renton, Washington 93055 Subject: Consolidated Office and Repair Shop Facility d Sanitary Sewer As-Builts and Easements Dear Mr. Tibbot: This is in reference to your correspondence dated June 1 , 1976. Attached are sepia as-builts of the sanitary sewer line from site M. H. N. 7 to M. H. No. 12-A located in the Maplewood Plat. Sheet 2 of 3 and 3 of 3 includes both plan and profile of the sewer line. Easement for the easterly 10 feet of Lot 2, Block 4, Maplewood Division No. 4 has been acquired and we have a copy of record in our files. Real Property Division will furnish you a copy in the near future. (Carey Property) t t Easement for a 10 foot width adjacent and contiguous with the easterly l"ne of Lot 2, Block 4, of subject plat has been acquired from John Edwards and a recorded copy is in our files. Again Real Property Division will furnish you a copy in the near future, Your request for bill of sale transferring title of the sewer main to the City of Renton will be accomplished when our project is complete. If you have any questions please contact 0. J. Saltarelli on 344-3404. Very truly yours, D. rdy! P.E County Road E neer DRii:OJS:cc Attachments "'METRO „ Municirality of Metropolitan Seattle RECEIVF," ExclanW Bldg. • 821 Secund Ave.,Seattle,Washington 98104 MAR 1 C 191E GTF J . DUIGN EMGIM %mj March 2, 1978 City of Renton 200 Mill Avenue South Renton, Washington 98055 Gentlemen: Sanitary Sewers - King County Consolidated Office and Repair Shop Facility Construction plans for the above project are hereby approved. We will retain the one copy of the plans submitted for our files. We note that the project is completed. In the future please submit plans prior to construction, as required by Metro' s Rules and Regulations . In accordance with the Rules and Regulations, it is re- quested that the Municipality be furnished with a copy of the test results. Very truly yours, Neil Peterson Executive Director By: C�' c'lor� . eo ore W. Mallory// Dir ctor of Technical Services TWM: jhs cc: Department of Ecology Puget Sound Council of Governments H.U.D. - Attn: Mr. William Speer E.P.A. - Attn: Mr. Warren Montgomery King County Department of Public Works - Attn: Mr. D. R. Horey j x King County star.of Washington Real Property Division Chris J.Loutsis,Meneger 615 King County Administration Bldg. 500 5th Avenue Seattle,Washington 98104 (206) 344-3970 RECEIVED May 16, 1978 MAY 2 v Cfly��Reff The Honorable C. J. DelaurentiRKe Mayor City of Renton Department of Public Works Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attn: Warren Gonnason, Director, Public Works RENTON CONSOLIDATED SHOP SITE EASEMENT FOR SANITARY SEWER OUR FILE NO. 7-8-291 Gentlemen: The King County '.xecutive has executed the enclosed easement for sanitary sewer over the lands known as the Renton Consolidated i Shop Site. I The execution of said easement fulfills the provisions of the agreement between King County and yourselves dated March 8, 1978. f $ When you have accepted the agreement on behalf of Lhe City of Renton, please return to this office for recording. We will then return the recorded original to your office for your files. Very truly yours, Chris J. utsis, Manager AHB/ml Encls. : Original Easement and 1 copy cc: Department of Public Works 0. Saltarelli This agreement made this ` ;� day of a r, 19 by and between King County, a political subdivision of the ate of Wa`�hington, hereinafter 'ermed the Grantor, and the City of Renton, hereinafter termed the Grantee, WiTNESSETH: That for and in consideration of the rights to make two (2) service connections without any fee to the Grantor, the Grantor does by these presents grant unto the Grantee, its successors and assigns an easement, and right of way, over, through, under, across and upon the following described Real Property, situate in King County, Washington to-wit: That portion of the sw 1!4 of tt:e NE 114 of Section 16, Township 23 North, Range 5 East, contained within a strip of land ten feet in width, the centerline of which is described as follows: Beginning at the N.W. corner of said subdivision, thence S along the West N line of said SW 1/4 NE 1/4 81 feet, thence N 89`03'38" W 35 feet to a sewer manhole appurtenant to a 12" sewer pipeline, designated as m 014 wbico is ¢' p the true point of beginning. Thence S 89°03'38" E 1146 feet to m;i410, t`.ience t11 N 81"20'00" E 268 feet to Mn ^ thence N 62"20'00" E 76 feet to tite East iIV line of said subdivision and the end of this description. Together with a C temporary construction easement 30 feet in width extending 15 feet on either side of the above described centerline. _ a Said easement being for the purpose of installing, constructing, operating, maintaining, removing, reuairing replacing, and using one sanitary sewer line to- gether with all connecting manholes, and appurtenances thereto, together with the right of ingress and egress to and from said described property for the foregoing purposes. The Grantor and Grantee herein, by accepting and recording this easement mutually covenant and agree to the general terms and conditions applicable to the easement described in detail in Appendix "A" attached hereto and by this reference made part of this agreement. Date this_ �j_day of�, 19 Ktt:G COUNTY, WASHIN N BY Jo.0001� q` Spe Iman TITLE Kinq County Executive APPROVED AS TO FORM & LEGALITY - cXC,;;r. BY L, 1 Deputy Prosecu�ng Attorney DATE_____-- — _— STATE OF WASHINGTON) $s COUNTY OF KINW, On this day personally appeared before me to me known to be the County Executive of King'County,, 'washingLon, , the person who signed the above and foregoing instrument for King County for the uses and purposes therein stated and acknowledged to me that he signed the sa:.,e as the free and voluntary act and deed of King County and that he was authorized to so sign. GIVEN under my hand and official seal this *, ,day of i� 1 NO PU[iLIC 1n and for the tate„of Washington, residing w Page 1 of 2 General !.^rins and conditions applicable to an easemont granted !!tt by King County. 1 . Befcre any .;ork is perforo:ad under this agreeurent, Grantee m• st ;btain a S c right of way construction permit from the King County Real Property D',vision. To obtain said permit, Grantee shall submit comolete plans and snecifica: ions of the proposed pro-'ect including details of landscaping, and comply with an; and all other provisions as riore specifically set forth in the permit application. 2. Should performance by Grantee of any act under this agreement result in da;,;.ige to or :instruction of existing crops, landscaping, fences, impr v.,,ents or N livestock, Gr.intc•e shall i:•rediately reimburse the damaged party to tine full ex- N rent necessary to restore said party to the position he would have held absent 1 �O ;aid injury . i N 3. Grantee shall he required to pay any general or special assessments or ( N increased inQ.rrance premi,,ins incurred by Grantor as a result of any a_thori ,ed '+ hereunder. r 4. Grantee, is successors and assigns , shall protect, defend and hold , mess Grantor against all claims, demands, loss, damage, expense, .:nd I li ,:bility arising from any and all acts of Grantee, Performed under this agree- li ent. S. In all hiring or employment made possible or resulting from this agice- iwant, there shall be no discrimination against any employee or applicant for emplc,ment because of sex, age, race,color, creed, national origin, marital status or the pntsence of any sensory, mental ,.or physical handicap, unless based upon a Puna fide occupational qualification, and this requirer:rent shall apply io but not he limited to the following: employment, advertising, lay-off or teruiinaiion, rates of pay or other forms of compensation, and seloction nor training, including apprenticeship. No person shall be denied, or :ui> acted to a �. -.ri+ rf ^.: gr+r!•ir�' Or drtivitiez .wade discrimination in rr• - it of .h- ,� �_, pUS5lble bV Jr Y i ' r , fr .i� �'715' r".YUdit•8"t .,n '�hd 7; "-`1 Of SeX, tdC", :rl..lr. Creed, 31 Or'r_,11" , anc _ Pt Pt mininum aye Find rttirri,ent provi5ir:ns, r., ai status, or tCD ;',rr<".Ce of any Sensory', mental or physical handicap. !env vlu;::- tlon of this ,n'JVISiOn shall he conSic;Fred a violatiGn of a material prcv ';ion of this .vn- "nt and -hall be groJeds for cancellation, l rfnination or s'usrensi�;n in whole or in ; art, of the agreement by the County i,id ^ay result in ;,,21iq, b ,lity for further County Jori,o,i,ents. 6. All ri::h', title and interest which riay be used and enjoyrd r;it, ::ut fering with '.h:,' fun e�xclusivE easevic.1t rirMS ht r., . COf.Vey^d 15 Grantor. The Lrnstruction, in, tallatio. cr mair•tc-nance, after the date of this ayrv:r.ent, t.o:, :ver, of structures of a permanent naturr within ter it-ov^ { ,:.r !`..:d era;r. :>nt area at nny ti;r:e shall be dc,,.,ad an in,.srferi nrr with Said <c ent r :.:i and as to sue.h ,tr'ur;tjrLs the rrovisinns of p r< graph I %hall no' ply. 1 n ? :; r this << .nt nor the rights of the r.r L c assignable <r nle or in art without the prior wri? ten con -,:•nt hf rau or. All the prov's'i,ric , - ;:=,iJ1t :Jn5 , 1 -Ouire:•rCnts and iilulatlUns hCrein . . fJ, r' rvjll he binding `vn UCC?SSuI'S and i<siyns of the :ran'.Pe and all ivil-se o1 the ;r's -:c if y 1; r> c7fi r.ily ,iv,'-n to .rO resr>ors and a> _ 8. w li:. ,ran' rd hirre'in shall he ,1 --r; 'teal :nd excl❑,, . .e f.,r per.i; rr �� '. iv ,aing :r Sirvil_i'S. n the ' tnt '.tat to 1 frs ta' ind .J?5dr_r thli '. .nt Fife ]P'jOn_d and !!11 rl';htS to ihn r :_,�e ,rall •ut , -t1 illy •.. rc, ..'e „nd ri.vurt M " : ",• 'r � '.lie i 1 'i 'e .' all e '.r1? i ra tl_.'t'.n A :[1 ii' d to 1r5 vji,vlUut iU t to e irat„or. 7y0 ii.2y0(i�.:;� f T r J f OF RP o PUBLIC WORKS DEPARTMENT ENGINEERINGILDING20 DIVISION 235 2631 N.W }} a MUNICIPAL '2UILOING 200 MILL AVE 50. RENTON,WASH 98055 A OP"IrEO SEPSE�O CHARLES J DELAURENTI Jun 27, 1977 MAYOR Mr. D. R. Horey; P.E. Department of Public Works 900 King County Admin. Bldg. 500 4th Avenue Seattle, WA 98104 Dear Mr. Horey: Reference is made to your letter dated June 22, 1977 in which you submitted plans for serving King County Consolidated office and shop facility with sanitary sewers. The following are items which It is felt should be covered in the plans: 1 . Anchors for pipe 2. Hill holders 3, Pipe Type 4. Erosion control ' Also, some understanding will have to be reached concerning the mainten- ance of this line after it is constructed. As it is intended to connect into the existing sewer line in S.E . 5th St . it will be necessary that q= the City have an agreement with King County concerning an additional line ¢. in S.E,. 5th St. if needed. If we can be of further assistance, please advise. p;.. Very truly yours, Warren C. Gonnason, P.E. Public Works Director DM;pmp a King County State of Washington f John O. Spellman, County Executive - Department of public Works Jean L. DeSpam, Duector 900 King County Adm,idstration Building 500 fourth Avenue Seattle,Washington 98104 June 22, 1977 Warren C. Gonnsson, P.E. Department of P•,'_1ic Works City of Renton Municipal Bldg. , 200 Mill Avenue South Renton, Washington 98055 ATTENTION: Dick Hcughton SUBJECT: K. C. Consolidated Office 6 Shop Facility Renton, Washington: Sanitary Sewer to Maplevood Plat Dear Mr. Connason: Enclosed are prints of our proposed sanitary sewer design to Maple- wood flat, south of our project. We would apprec-'- a your review and comments. Your comments sha'1 be incorporated ..,to our final design. Our intent is to immediately engage a contractor to install the sewer line prior to any inclement weather. We shall be contacting you soon regarding acquisition of easements at Maplewood Plat for final connection to existing system. Very t I y , D. R. HORSY, County Road gineer • .. DRH/OJS:asp Enclosures: Sanitary Sewer Sheet L iS 3 Sanitary Sewer Plan i5 Profile Sheet 2 cZ 3 t Sanitary Sewer Plan 6 Profile Sheet 1 of 3 cc: 0. J. Saltarelli M t OF RE1, J �� 7 PUBLIC WORKS DEPARTMENT Z g UTILITY ENGINEERING DIVISION • 235-2631 O b. MUNICIPAL BUILDING 200 MILL AVE SO. RENTON,WA 98055 o P O,PgtEO SEPtE�e CHARLES J DELAURENTI September 24, 1976 � MAYOR Mr. D. R. Horey, P.E. County Road Engineer King County Dept. of Public Works 900 King County Ad Bldg. 500 4th Avenue Seattle, WA 98104 Dear The City of Renton Utilities Division has reviewed the information concerning the King County consolidated office and shop facility to be located in the Renton Highlands. `j Water and fire projection has been reviewed by the City Water and Firo Depart- ments. The attached map indicates a conceptual design for water and fire protection with the layout given to our office. We suggest a combined water supply and fire protection system connected off of the high pressure Renton Highlands grid at N.E. i,rh and Monroe Ave. N.E. A 16" water main should be extended down the new Monroe Ave. N.E. access road, and a 12" pipe 7y5tem looping the interior of the shop facility. Individual meter connections for the buildings can be installeJ off of the 12" and 16" water mains. The Fire Protection Department recornrtvmds that 9 (nine) hire hydrants be installed in order to properly protect this site. The City water system can supply the required 3500 gpm at 20 psi residual which is the maximum fire demand on your site. ?F} Sanitary sewer service can be provided from the Maplewood plat along the Cedar ti River. The attached map and two tables outline our schematic design 4or the sanitary sewers to serve your site. We suggest a 15" and 8" trunk be construc- ted from the N.aplewood Plat with sufficient capacity to serve all the King County owned property and some adjacent property. Our attached map indicates the ultimate service area, including the trailer court proposed by Dean Bitney. l Please note a portion of the Maplewood sewer line on 5th Ave. E. will have to > 1 be upgraded from an 8" to a 15" diameter sewer. d. There are several legal and financial points that should be rescived in a future meeting of our two departments. These additional points that should be resolved before construction begins are, a) connection charges for county utilities ser- vice; b) procedures for application to King County Boundary Review Board; i t. .l f; ti t � Page 2 September 24, 1976 c) or annexation; d) development of a latecomer agreement for recovery of utilities investments; and, e) transfer of ownership and operation of main line utilities to City. Please find enclosed a booklet outlining City Fegulations and standards for new utility extensions. If we may be of further assistance, please contact our office. Very truly yours, W�r YrL. Gonnason, P.E. Public Works Director RB:pmp Enclosure T i k TRUNK SIZING FOR KING COUNTY SHOPS AND TRAILER FACILITY For Pipe N v .013 i r Point I to Point 11 350 1 . 1 . ex. 15' conc. sewer main 800 I .f. new 15' sewer main parallel to ex. 8" sanitary sewer Point II to Point III 450 I . f. new 15" sewer main 1000 l . f. new 8" sewer main use C. I . material in pipe and install energy dispatcher at bottom of hill Point III to Point IV 1250 I . f. new 8" sewer main Point IV to Point V 1300 1 . f. new 8" sewer main 1 d t S 1 i 1 � I l I i 1 ` L. ...emu' �«»y-:.1L=:� ___• 1. � i �.h F I(:- ' - Are I IT ,fyN- ��.� iL b Y • \ ti ., � ,ter � P j �•��r,,,, ,,s X 4 ti M t a , . .,Uv„r/ Qa aop Fr, M KING COUNTY SHOPS TRUNK SEVER DESIGN FLOWS W G 7A. cres 40,000 4x 4' ,000 20,000 9/day V dential gal/day gal/day .3- cfs V to IV .55 cfscres 37,500 4x 1 ,650 166,500 9/day V I i residential gal/day gal/day .25 cfs _ I 1 G. acres 20,000 3.2x 11 ,000 75,000 g/day IV IV to III Light Ind. gal/day gal/day .11 cfs .66 cfs H. 30 acresTgal/day 3.2x 33,000 225,000 g/day III Light Ind gal/day III to It E. 2. 1b cfs r 17 acres 75 cfs? 19,000 .34 cfs III K.C. Shop . Cty. Design) gal/day .78 cfs F. 33 acres 66,000 3.2x 36,300 247,500 g/day III Light Ind. gal/day gal/day .38 cfs D. 20 acres 20,000 3.2x 11 ,000 75,000 li II to I (1 0 acres gal/day .11 cfs develop.,ole) Light Ind. C. 40 acres 52,000 3.2x 28,600 195,000 II 2.57 cfs. .,.;i (26 acres gal/day .30 cfs developable) Light Ind. �I y V EXHIBIT A That portion of the South 1/2 of the South 1/2 of the SW 1/4 of the HE 1/4 of Section 3, Township 23 N. , Rng. 5 E. , W.N. King County, Washington, lying fast of the following described line; Beginning at the SW corner of the SE I/4 of the NW 1/4 of said Section 3; thence S 87°26'08" E along the S line of the SE 1/4 of the NW 1/4 of said section and the S line of the SW 1/4 of the HE 1/4 of said section a distance of 1780.25 feet to the true point of beginning; Thence N 2°33'52" E at right angles to said South line a distance of 310.36 feet to the N line of the S 1/2 of tie S 1/2 of SW 1/4 of the NE 1/4 of said Section 3. TOf,ETHER with an easement fur ingress, egress and utilities, over, under, upon or azross the S 30 feet of that portion of the SE 1/4 of the NW 1/4 lying East of 138th Ave. S.E. and the S 30 feet of the Sw 1/4 of the NE 1/4, less the East 871 .01 feet thereof, all in Section 3, Township 23 N. , Rig. 5 E. , W.M. in King County, Washington. r 4 TRUNK SIZING FOR KING COUNTY SHOPS AND TRAILER FACILITY For Pipe N - .013 r Poi, ' I to Point 11 350 I .f. ex. 15" conc. sewer main 800 I .f. new 15" sewer main parallel to ex. 8" sanitary sewer ' Point 11 to Point 111 450 I .f. new 15" sewer main 1000 I .f. new 8" sewer main , use C. I . material in pipe and instal , energy dispatcher at bottom of hill a Point III to Point IV 1250 l .f. new 8" sewo- main Point IV to Point V 1300 l .f. new 8" sewer maln y OF RED ., o PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 235 -2631 �. a MUNICIPAL BUILDING 200 MILL AVE SO. RENTON,WASH 98055 Op4 � b p 4P OP4"ED sE P., August 17, 19]] c CHARLES J DELAURENTI MAYOR { King County Department of Public Works 900 Administration Bldg. 500 4h Avenue Seattle, WA 98104 Attention: 0. J. Saltarelli Gentlemen: I The plans for the sanitary sewer trunk connecting your "Renton Consoli- dated Site" with the City o' Renton main in SE 141st, drawing k303-83A, B&C submitted to this office are hereby approved. Final project approval will be contingent upon execution of an agreement between the City and County on replacing the existing 8" sanitary sewer main in SE 141st St. with a larger main when required by flows In the new trunk. Very truly yours, , Warren C. Gonnason, P.E. Public Works Director DT:pmp ....,a-..... .. SANITARY SEWER SYSTEM LOW PRESSURE AIR TEST PROJECT / G•. S,liaoa - • _5�'we DATE ib /r � 1 P �s '¢ LOCATION LENGTH K C _ RESULT E A!/•/ S8fK= //dw—�Z _ ..� Z - — sec. /2- A 7 @C //-Z -77 ll 265 //- --- SEC. A Z 0 ' 4056 / -L --- / 6G, 1/-2 -77 /Y1f/ S- A Sec. SANITARY SEWER SYSTEM LOW PRESSURE AIR TEST PROJEC" "Ina Co. MIN DATE 7 It TOR dv&/Cf�l LOCATION LENGTH K C RESULT 194 ' SK. r //-Iif--7 7 . MAI _ -A _ttp ' _ _ / /- -77 40. 1G. _ MI Al, I .� l-.A 2 70 i. /2" _ IlAi. 1L. 56�. King County State of Washington John D.Spellman,County Exmut.ve Department of Public Works Jean 1. DeSDa.n. D,rector ` 0 900 King County Administration nurlding 500 Fourth Avenue Seattle,Washington 98104 February 24 , 1978 RECEIV17^ , f E B 2 8 1978 ' nry w f Theodore Mallory 821 Second Avenue Exchange Building Seattle, WA 98101 Dear Sir: RE: KING COUNTY CONSOLIDATED OFFICE AND REPAIR SHOP FACILITY - SANITARY SEWERS Today we were informed 5y the City of Renton Public Works Department that prints of our sanitary sewers for the subject facility be suh.nitted for your approval . En- closed are copies of oui site sanitary sewers and also t;,e sanitary trunk extension to the Maplewood plat. a I Please accept our apology for the delay, we were not r,og- nizant of the requirement. Very truly yours, n �E'Y'D. R. ti0 County Roa ngineer DRH/OJS: acp cc: Dave Tibbet Enclosures I I 9 King County State of Washington ` John D.Spellman,County Execucue Department of Public Works Jean t DeSpam. Director 900 King County AC, `iSlraUon Bwltlmg � V 500 Fourth Avenue Seat Ile.Washington 98104 TRANSMITTAL August 16, 1977 TO: Department of Public Works City of Renton ATTENTION: Rnn Olsen We are sending: Herewith K By Separate Cover Material , repared by King County Department of Public Works No. of Copies D�awin¢ No. Description 1 I of 3 Sepia 2 of 3 3 of 3 y.. This material is: For Approval For Your Information _._ Approved For Your Files �. Approved as '.oted _` Per Your FNqutct Not Approved, please resubmit RE'!ARKS: Sanitary Sewer to Maple Wood Plat Engineering Services Division DEPARTMENT OF PUBLIC WORKS By O.J .Salta i, Project Engireer route * ,�at 4� TO: b. Bennatt J . Williams V. Lee R. Nelson U. Miller Cheryl R. Ifoughton Other M. Touma ROM: Warren G on RE: Review and report back . See me . s —Route and return. X.epare response for my signatu Take appropriate action Prepare special report . . Set up meeting. For your information. ': —File . REMARKS : A, EMMF4W_ King County State of Washington John D.Spellman,Cou.lty Executive Department of Public Works Jean L DeSpam. Director 900 King County Administration Building 500 Fourth Avenue Seattle,Washington 98104 August 18, 1976 Warren C. Gonnason, P.D. Public Works Director City of Renton 200 Mill Avenue South Renton, Washington 98055 Attention: Bob Bergstrom Dear Sir: He: King County Office and Shop Consolidation Facilities Renton, Washington. Dnclosed is a cory of the Domestic Water and Sanitary Waste requirements you requested during our meeting of August I6, 1976. The data was prepared by T.R.A. The site plan we left :or y^'.:r information indicated the set building loca- ting. We shall anticipate receiving the fire-flow and future San- ' tary expansion information. Very truly s, D. R. Horey,Fnigineer D. County Road DRH/OJS:alm CC: 0. J. Sa_tarelli D. Gemperle Z �iTJFF_ cT FoL= !r4SP f3iluI Fu^LAI i'• h'O. BcoG CA v �Lzr 2 �1 /4.4• 7 L c� 2 . MUL71 I/ sm Iq2. 7z5 s<g BZ- I p 3 T;tnrc. 173 9S !8S 7 Z d8 41i H- /97 97 2_17 93 S s�R.. G 7 s 7 Z t. ii 4 sTF, - _ n �� 'all `,' ✓(T.ISFS �L� J Z �O J -S Z _, t t �} i I � IWv F` '` `--, wed �4 / z /D I Fj < U)LO < J/l/ Z 2 to r- I L ? _ma's r,�O ' Y S 4 W, T75L 47� luz 4b`� !y2 7ny " � i68 /-G N =3 3 8 a1Nm �? 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Z 1 1 .iA-XV le-L / E::♦ .f .i kl/1-raFX c=. o �-z=/< 1 1 I I /Ici5 W/�7'�ti LEA"7:`J,\/ �J �i .� C•/ YM u d e r THE RCHARDSON ASSOCIATES Pq ':'EAl �nrc L1 ARGtiIT[CIS [NGINI LRS hANNI-.RS /I /ti `' ` -='�'^� � •/ J� I l 215 COLUMBIA, S[ATTL(- WA 981( A S ev W NWO x r u,< <- NU, W i/, T LA/• )16 -- ��/ VIA TL! l-, Ut.rtiltitl/ ! JoJL Piet �f � 'r �J To bow v To,ftc CIO IP 6 i f TE CRDSON ASSOCIATES LNGINLLRS,PANNERS 215 COLUMBIA, SEATTLE � WA 98104 er �c1c7//'MF'�1T �jCCi �fl�r! " �f/l- L�S 7- tile t•S L. / L WArkFlK iJf. .f I k ' K r y �1 fHE 11CHARDSON ASSOCIATES "JiECI DATE { A ARCF111ECiS ENGINEERS F'EAfJNE.RS %$ n 215 COEUMR'4, SEATTLE, WA 98104 NFL iqc �`�(V/.- t= Ci✓IC.(///V4 e El- k/ k L-4VA7- < 50K✓1 e-L Z eta I I I 1 I k/<}rt4,11 : a L. I I I I 1 5tk zIse} <pL _ L 7 VIAT LeK Uj-- /9/)AJ(/ C. W. sa,4 v)r [: . E1 JA I I i s THE RICHARDSON ASSOCIATES """JF.CT 9 TE ILII Sll//� ARGHIII:GIS LNGINEEHS PLANNERS a- _ 1 215CUWM©IA, S[ATTLE, WA98t04 J[lA/ .� JiG�/A[- �• tll . -Tal4i'l 04LY I �.J i y. p� THE RICHARDSON ASSOCIATES rn,uecr -----`� "o L, ARCHIICCTS LNGINI IRS PLANNERS I� 1�/k+ r 215 COLUMBIA. SEATTLE. WA 98164 c / t Y/{l T /=�:�i:= � : Pit t-�f �✓,g r�. �K Nrtlj?/q ►r I 11 SToit M f / = G vG �� l = F -3dC� •/ 2 �� 1 4 I �i Y i 1 i i _l T.L. 97 RENTON CONSOLIDATED SHOP SITE 016— "-5-6-A rl? #303 E^,SFMENT FOR SANITARY SEWER Y- [ '.J THIS INSTRUMENT, is made this�2 .0 d day of ��'�j �'�/�� i 1977, by and between JOHN C. EDWARD.', a single man, hereinafter called the Grantor, and KING COUNT' , a political subdivision of the State of Washington, hereinafter called the Grantee. WITNESSETH: That the Grantor, for and in consideration of MUTJAL BENEFITS, to be here after derived, does by these presents, grant, bargain, convey and warrar.L to t.,n Grantee, its successors and assigns, an easement to construct and forever maintain a sanitary sewer line over, through, across and upon the following described real property in King County, `dashington: That portion of Section 16, Township 23 ;forth, Range 5 East, W.M. , lying within a -� strip of land, 13 feet in width, which is northerly of the plat of Maplewood Division No. 2, as recorded in Volume 39 of Plats, page 39, records of King County, southerly of the South line of the Northwest quarter of the southeast quarter of said sub- ; division and lying westerly of, adjacent to and contiguous with the easterly line of Lot 2, Block 4 of said plat, produced northerly. The Grantee shall have the right at all times, without prior notice, to enter upon said lands for the purpose of constructing, reconstructing, alterations of, repairing and maintenance of said sewer line together with the right to make the necessary excavations therefore. As part of the consideration for this easement the Grantor shall have the r=� right to connect to the sewer line Lo be installed across the easement at a point to be determined by the Grantec, provided he pav such charges as are fair and equit- able. The Grantor reserves the right to use the surface of said easement, proN ided i that such use does not restrict or interfere wi"h the rights of the Grantee being herein conveyed. 1 The Grantor further agrees that no buildings or structures shall be erected ver,sod! or upon said easement. The Grantee agrees that after any construction, reconstruction or maintenance functions shall have been accomplished, the surface of said easement shall be re- stored as near as possible, to the condition that existed immediately prior to such activities. 1 It is expressly intended that this easement shall be a covenant running witie the land and shall be bind'"ag upon the Grantor, his heirs, successors and assigns. Fe. For Record At The Request of zg Grantee Min3c- s K n, Cou.Av RZ31 Pro-ertr r' STATE OF WASHINGTON ) COUNTY OF KING ) ss �. C[Y�..7 e d On this day personally app: .red before me «n 5� ,+ C. + � a me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that %/c sige.ed the same as free and voluntary act—and for the uses and purposes therein m!nLioned. J1 GIVEN under my hand and official seal this__ day of 1977. Ss' NOTARY 'PUBITC in and for the State of Washington, residing at+ < e , I a . �l C?.ref' RENTON CONSOLIDA•1'tu Snur 0 IvL S& 5t13-Street N16-23-6-A rton , WA 98n55 k303- August 12, 1977 SANITARY SEWER E A S E M E N T THIS INSTRUMENT, made this day of_ 19 0 by and between G.L. Carey and_DAnise rarny; 111uhand anti vgjfp : S; O and f' r• C.) and tf) — CD and_ : o n• hereinafter called "Grantor(s) ," and the CITY OF RENTON, a Municipal Corporation of _ King County, Washington, hereinafter called "Grantee." w i WITNESSETH: i That said Grantor(s) , for and in consideration of the sum of $ 500.00 and no/100 _ dollars _yaid by Grantee, and other valuable consideration, do .i by L e>} sF presents, grant,�ergain, sell , convey, and warrant unto the said Grantee, its successors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as fcllows: The easterly 10 feet of Lot 2 , Block 4 , Maplewood Division No . 4 , as . recorded in Volume 39 of Plats , page 39 , Records of King County, Washington. 1'/1, EXCISE Deutyo I ' Ned For Record At The Request of ka t 1,'n- County REal Prc Prig . . _ Together with a temporary construction easement described as: the same Said temporary construction easement shall remain in force during cor,struc- tion and until such time as the utilities and appurtenances have been accepted for the operation and maintenance by the Grantee but not later than_ _ November 1 , 1977 i Said heretofore mentioned grantee, its successors or assigns , snal1 have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said roadway and utilities , or making any connections therewith, without incurritrg any legal cbligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said roadway and utilities shall be accomplished in such a manner that the private lup rovements existing in the right(s)-of-way shall not be disturbed or damaoed, they will be replaced in as good a condition as they 0 wcre immediately before the property was entered upon by the Grantee. U-) ZD The Grantor shall fully use and enjoy the afcredescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the roadway or utilities . However, the grantor shall r t erect buildings or structures over, under or across the right-of-way during the existence of such roadway and utilities . This easement, ;hall be a covenant running with the land and shall be bind- ing on the Grantor, his successors , heirs and assigns . Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. and �C ( -� ---T-;[;Carey�Vf n se arey and and and STATE OF WASHINGTON ) COUNTY OF KING SS I , the undersigned, a notary public in and for the State of Washington, hereby certify that on this �o'rday of / its __1977 personally appeared before me Denise Carev and andand and to me nown to a in ividua s descri d in an oo execute the regoin-T 9 instrument, and acknowledged that she signed and sealed the same as t free and voluntary act and deed for buses and purposes therein mentioned. , yet L' Notary u is in an or t t e o Washington, residing at I x;+ffi+dw.fi?r�p�'arao,aweaen+aw. - 1' King County State of Washington - John D.Spellman, County Executive Department of Public Works @; Jean L OeSpa m, Director 900 King County Administration Building 500 Fourth Avenue Seattle,Washington 98104 A ; S M I T TA L December 16 19 77 TO: PUBLIC WORKS DEPARTMENT DESIGN ENGINEERING DIVISION 200 MILL AVENUE SOUTH, RENTON, WA 98055 ATTENTION: Dave Tibbot we are sending: Herewith X By Separate Cover Material prepared by K. C. Real Property Division No. of iCopies Drawing No. Description j 1 DRAFT COPY i This material is: X For Approval For Your Information i Approved For Your Files I F Approved as Noted X Per Your Request Not Approved, please resubmit REMARKS: Dratted ccpv of agreement between King County & City of Renton for upgrading existing 8" sanitary sewer line to 12 _ _inch in Maple Wood Plat . Eny,ineer±n � Services Division DEPARIT/ENT OF PUBLIC WORKS BY 't�a.�w't .' O.J; Saltarelli, Project Engineer i t i V IAt r MAPLEWOOD Y_ALLfY SEWER AGREEMENT THIS AGREEMENT, dated this day of 19 , is entered into between, the City of Renton, a politic- sub ivision of the State of Washington, and the County of King, a political subdivision of the State of Washington. RECITALS A. City of Renton owns, operates, and maintains an eight (8) inch sanitary sewer of 742.9 lineal feet on 5th Avenue East in Local L• orovement District Number 249 known as the Maplewood Sanitary Sewar as shown in Exhibit A, attached hereto. B. King County has connected a twelve (12) inch sanitary sewer feed- ing into the Eastern end of this line at manhole number five (5) , Station 10+9788, as shown on Exhibit A, attached hereto. C. City of Renton has a fifteen (15) inch sanitary sewer connected to the Western od of the eight (8) inch line at manhole number 3, station 3+54 , as shown on Exhibit A, attached hereto, this fifteen (15) inch line is the main discharge into the Metro Sanitary sewer line. D. The flow capacity of the eight (8) inch line des-ribed in "A" above, will reach its rated capacity within approximately ten (10) years. When the City of Renton has determined that the capacity has been reached they will contact King County Depart- ment of Public Works who will verify this condition exists at a. joint meeting with the City of Renton. E. Both King County and the City of Rentor agree that the eight (8) inch line, described in "A" above, will have to be replaced with a twelve (12) inch line. F. Both King County and the City of Renton mutually desire to participate in the cost of replacing the eight (8) inch line with a twelve (12) inch line. King C.;ur,ty agrees to pay 50% of the accepted and approved bid price. The City of Renton agrees to pay the other 50% of the accepted and approved bid price as well as all design and engineering costs appurtenant thereto. In consideration, of the mutual covenants , agreements, and conditions herein contained, it is agreed by County and City as follows SECTION OVE PERFORMANCE 0: WORK j City shall , after joint determination of the eight (8) inch line's maximum i capacity being met, and in conformity with applicable city standard specifications and state and local laws, replace the eight (8) inch line, described in Recital A above, with a twelve (12) inch line and perform such appurtenant work as may be required, including but not limited to all design and engineering work required and all other associated managerial responsibilities. SECTION TWO 1 i REIMBURSEMENT OF COSTS County shall , within days after receipt of written notice that the replacement work is fully performed and completed according to the terms and specifications of the City and those herein contained, reimburse the City for the County's share of the cost of replacement of the 742.9 lineal feet of eight (8) inch sanitary sewer line with twelve (12) inch line, in the amount of 50% of the accepted and approved bid price. Page 1 of 2 SECTION THREE INDEMNIFICATION BY CITY r The City of Renton agrees to protect and save King County, i' lected and appointed officials and employees while acting within the scope of their duties as such, harmless from and against all claims, demands, and causes of action of any kind or character, including the cost of defense thereof, arising in favor of third parties, which result from the operations of the City of Renton, or the intentional or negligent acts or omissions of the City of Renton or its employees agents or representatives, or the breach by City of Renton of any term or condition of this agreement. KING COUNTY, WASHINGTON BY JOHN D. SPELLMAN King County Executive STATE OF WASHINGTON) COUNTY OF KING ) j On this day personally appeared before me , to be known to be the _County Executive of King County, Washington, the person who signed the a e and foregoing instrument for King County for the uses and purposes therein stated and acknowledged to me that he signed the same as the free and voluntary act and deed of King County and that he was authorized to so sign. " GIVEN under my hand and official seal this day of 19 NOTARY PUBLIC in and for the State of Washington, residing at CITY OF RENTON BY TITLE f P 6Y r - i TITLE DATE STATE OF WASHINGTON ) COUNTY OF KING ) On this day personally appeared before me .,nd to me known to be the and respectively, of the City oTRenton, the City that executed the foregoing instrument, and acknowledged the said :nstrument to be the free and voluntary act and deed of the City of Renton for the uses and purposes tic, therein mentioned, and that trey were authorized to execute the said instrument. GIVEN under my hand and official seal this day of_ 19_ NOTARY PUBLIC in and for the State of Washington, residing at APPROVED AS TO FORM & LEGALITY: BY Deputy Prosecuting Attorney DATE___ _ Page 2 of 2 r 4= King County State of Washington „ John D Spellman,County Executive Department of Public Works g Jean L DeSDain, Director 900 King County Administration Building 500 Fourth Avenue Seattle,Washington 98104 September• 22, 1977 Warren C. Gonnason, P.E. Public Works Department Engineering Division Municipal Building 200 Mill Avenue South Renton, WA 98055 t1,110ECT: ':,alit.try fewer 1:xten:71oll to Maplewood Plitt Consolidation Office and !;hop I'acility Attendance: Dick Naughton, City of Renton Frank Coluccio, Contractor ,Joe Coluccio, Contractor Korman Olsen, King Counry Public Work 0. ,1. Sriltarelli , King County f'nhlic Works 1'L+ce: City of Renton Time: 11 :45 A.M. Date: September 19, .1977 i The intent of this preconstruction meeting is to review any items relating to the ' subject sanitary sewer installation prior to any award. This allows both the con- tractor and the owner- an opportunity to discuss any proposed modif cation. This in- cludes clarification of any questions relating to design and working documents. 1. Erosion Control shall be done by Absher Construction and will be included in price proposal S-7. The cost is estimated at $4,000. 2. Delete 12" ductile iron class 151 and substitute 12" P.V.C. (ASTM D3034). This applies only to the following station: tA.dL ion 0+00 to 4+80 Station 7+70 to 9+90 '•(at ;on 1(*4fi 10 1`11-0i- 3. Delete 18" ductile iron and substitute 16" ductile iron from Station 12+40 to Station 14+50. 4. Delete pea gravel for pipe beddir_,, Station 0+00 to Station 16448 5. Coluccio Construction commented they would he prepared ro commence construction September 26, 1977, from the Maplewood plat. 6. King County Department of Public Works rhall review his proposal to Absher Con- struction, the general contractor. The general contractor shall he informed in writ i.ng on acoeptance of propo< al and a chanpe order sh ill. be immediately i^sued. Coluccio t'ou::truction Company liropor.al to Abr:her Con:aruction i:. �1104,000 which includvoc nvcr - hoarl ,Ind profit. The ,ihovc pritt, dor•.: not inrliplc• Washington :.tile salar. Tax. of 5.4% Warren C. Gonnason: P.E. September 22, 1977 -2- The meeting was adjourned at 1:00 P.M. Very truly your sf HUREY, t' County Road Engineer The undersigned are in agreement concerning all modifications discussed. 1'rauk (tolcxio - Coluccio Construction ::ompany lli.(,k Haughton, City Renton, Public Works ��- J4: Salta elli - King County Public Works DRH/GJ9:acp i cc : Bill Fluxford s iF 86 '%9S nz �iG yo, ti99P y 4) l7bfie/ .T/L 969 Pz :09 �792 b69 /z moo£ J).>79'67L o`er G a ; r SL M JA o d`L 1 , T t {F Lp u.K Try s?d?s /e Z0, 41 / SZG t ss Z P ✓C yy8 3o 28 yyo a 3fr4), wZ e L i n:e rt' /'C� TE3T/N4 CaN� AcgorPO�N4 TD A. SANITARY SEWER SYSTEM LOW PRESSURE AIR TEST PRUjECT Co. �rNo< S DATE - it SPECTORM. LOCATION LENGTH K C RESULT VZ o To /� N A4. N 370.0 /. oft. /o ' lots 4e — log/ — — To M. N. 2 d 0,8 ` -1 o S 7 r1. Al 3 -r _ . O Ta /G8 o G� o a 1^40AI TOZ /7, 0 130 E 4 AGREEMENT AND CONV'c`'ANCE ah REt VAtER MAINS AND APPURTENANCES THIS AGkEEMENT made ;.nd entered into this _day of , 1968 by and between the CITY OF RENTON, a municipal corporation of the second class under the laws and statutes of the State of Washington, hereinafter referred to as "City", and k G wA p ���.,,. hereinafter referred to as M Ty: t 11, f i W1TNESSETH: WHEREAS is desirous of installing certain water lines and appurtenances thereto at, near or within the hereinbelow described property and to connect same to the City's Water System so that such improvements will constitute an integral part thereof; and WHEREAS no other property owners or users are presently available to share in the cost and expense of construction of such improvements and the parties hereto having in mind the provisions and terms of Chapter 261 of the 1959 Sessions Laws, generally referred to as s "Municipal Water and Sewer Facilities Act, (RCW 35.91 .010 et seq)"; and WqEREAS is willing to pay all the costs and expenses for the installation of said improvements; NOW THEREFORE, IT IS HEREBY AGREED AND COVENANTED RY AND BETWEEN THE AFORESAID PARTIES AS FOLIOWS: 1 . hereby acknowledges and covenants that he is the owner of the following described property, to-wit: Tqe north 960 feet of the East half if the SAuthwest quarter of ttie ° Northwest quarter, r. gether with the North 960 ^_eet of the West 280 feet of the Soutlritst quarter of the Northeast quarter of Sac-',m 16 Township 23 North Range 5 E wtj. and hereby agrees and covenan*s to cau:.e to have installed the following described improvements, to-wit: ( i .. i and such installation to be made in full compliance with all applicable codes and regulations of the City of Renton. further 1 covenants and warrants that all exoenses and claims in connection with the construction, and installation of the aforesaid improvements, whether for labor or materials or both, { have been or will be paid in full , all at expense, -nd _covenants and agrees to hold the City of Renton harmless from any liability in connection therewith. y_� 2' further certifies that the total estimated cost of said construction as he-einaoove specified will be in the sum of $ Based on said total amount of Lost, the cost per square foot/AG- # "'c -p��fa-ertk liaerl Poet (strike out the inapplicable Dart) of said improvement j shall be employed to determine the pro rata reimbursement by any owner of real estate, who Jid not contriu::tr 4 . 4 ,e original cost of su h t improvement, and who subsequently wishes to tap into or hook unto or use said fa:ill- ties, which tap or hookup shall include connections to laterals or branches connecting thereto, ail subject to the laws and ordinances of the City of Renton and the provisions of this Agreement. It is hereby Further agreed that ij the event the total actual cost of the aforedescrihed improvement shall be different from that set forth hereinsbove, then this Agreewnt will be duly amended to set forth the total actual cost thereof. 3. It is hereby found and determined that the construction and installation said aforedescribed improvement is in the public interest and in furtherance of public health and sanitation. 4. hereby agrees and covenants to convey, transfers and assign unto City all right, interest and title in and to said improvements and all appurtenances and accessories th-a to, free from any claim and encumbrance of any party whomsoever; City agrees to acc^pt and maintain said improvement as part of its present Water Main System upon approval thereof by the City Engineer or Superintendent of Utilities and after inspection of said construction. futher agrees and covenants to execute and to deliver unto the City any and all documents including Quit Claim Deeds ane Bills of Sales that may reasoi, .,ly be necessary o fully vest title in the City and tf, effectuate this conveyance and transfer. further agrees and covenants to pay unto the City such service or other charges as may be imposed by the Ordinance of the City of Renton from time to time applicable to like users of the same class. 5. City reserves thn right, without affecting the validity or terms of this Agreement, to make or cause to be made extensions to or additions of the above improvement and to allow service connections to be made to said extensions - additions, without liability on the part of the City. ; i 6. No person, firm corporation ;gall be granted a permit or be authorized to tap into, hookup unto or use any such facilities or extensions thereof during the period nf______years from d-te hereof, with,iut first paying unto the City, in addi- tionto at and all ctiier ccsts, fe s and charoes made or assessed for each tap, hookup or use, or for the water main facilities co,istructed in connection therewith, the 'mount requiree' by the provisions of this contract. All amounts so rece. by the City shall be prid out b,r it unto __uhder the terms of this agreement within sixty (60) days after receipt thereof. Furthermore; incase any tap, hookup or ^onnecLion is made into eny such cortracted facility, without such payment having been r first made, the legislative body of the City m-y cause to have removed such un- autnorized tap, hookup or connection, and all connecting (title or pipe) or related accessories located in the facility of rioht of way, and dispose of such unauthorized material so removed, without any liahility on the Dart of the City whatever. It is further agreed ana covenanted that unon expiration of the term of this Agreement, to- wit: years from date hereof, City shall he under no further obligation to collect or .nake An further sums unto The decision of the City Engineer or his authorized representative in aoterminino or ,-omDutino. the amount due from any henefited owner ,Nho wishes to hookup to such improvement, shall be final and conclusive in all resnects. 6. The CITY reserves the right, without affecting the validity or terms of this AGREEME'NT,to make or cause to be made extensions to or additions of the above said water mains and to 311ow service connections to be made to said extensions or additions, without liahility on the part of CITY. ills 7. It is further agreed and understood that the aforedescribpd improvements to he undertaken and paid for by ,have been or J are about to be connected with the water maid system of the City, and upon such connection and acceptance by the City through its legislative body, said extension and/or improvement shall be and become a part of the municipal water system. 8. This agreement shall be placed for record with the King County Auditor's Office immediately upon execution thereof and all costs of -ecording shall be the i responsihility of Gated this day of— 14 CITY OF RENTON, a Municipal Corporation Owner; i s - c By: 8y: Mayor j -- -- y: - ---- By:_— City ". i STATE OF i.IASPINGTON) )ss �a COUNTY OF KING ) On this day personally appeared before me to me known to h- respectively, of the municipal corporation that executed the within and foregoing instrument, and acknowledged said ir - strument to ho the free and voluntary act and deg^ of said corporation, for the uses and purposos therein mentioned, and on oatih stated that they were authorized to execute said instrument and that the seal a , ixed is the cornnratp seal of said corporation. GIVEN under my hand and official seal this day of 196 . Notar Public in an or the State of Hashington, residing at -a- yam, err' . STATE OF P ASNINGTON) )ss COUNTY OF KING j On this day personally appeared before one and to me krown to be the and respectively of -:he corporation that executed the within and foregoing instrument, and dcknowledgad said *nstrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mencioned, and on oath stated that they were authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. GIVEN under my hand and official seal the v day of 196 t Notary Public in and for the State of Washington, residing at Renton i -4- } EXHIBIT "B" SANITARY SEWER LINE LOCATION GINNING AT 'HE CENTERLINE OF MANHOLE #1 WHICH IS 38 FEET WEST CF AND 3� FEET SOUTH OF THE N. E. CORNER GF THE S. W. 1/4 OF THE N. W. 1/4 OF SECTION 16 TWP 23 N, R 5 E, W. M. ; THENCE S 1004'13" WEST A DISTANCE OF 952 FEET TO THE CENTER OF MANHOLE #7; THENCE S 10003' EAST a distance of 271 FEET TO MANHOLE #1-A, THEN" S 5029' 30" EAST A DISTANCE OF 151 .? FEET TU THE CENTERLINE OF MP' 11E #2-A; THENCE S 5008' 30" EAST A D;aTANCE OF 62 FEET TO CENTERLI it MANHOLE #3-A; THENCE S 1033' 30" WEST THROUGH MANHOLES #s 4-A - 5-A A DISTANCE OF 281 .2 FFET TO THE CENTERLINE OF MANHOLLL �'5-A; THENCE S 9036' WEST A DISTANCE OF 221.9 FEET TO THE CENTERLSNE OF MANHOLE #7-A; THENCE S 2051 ' WEST A DISTANCE OF 130. 1 FEET TO THE CENTERLINE OF MAN- HOLE #8; THENCE S 2042' EAST A DISTANCE OF 120.5 FEET TO THE CENTERLINE OF MANHOLE #9; THENCE S 10004'30" EAST A DISTANCE OF 211 . 9 FEET TO MAN- HOLE #10; THENCE S 0030' WEST A DISTANCE OF 198.5 FEET TO MANHOLE #111 THENCE S 5057' WEST A DISTANCE OF 162.b FEET TO MANHOLE #12; THENCE i S 88027' WEST A DISTANCE OF 92 FEET TO AN EXISTING MANHOLE ON 5TH STREET. A 12" SANITARY SEWER PIPE WAS CONSTRUCTED BETWEEN MANHOLE #1 AND THE EXISTING MANHOLE GN 5TH AVENUE EXCEPT 16" SANITARY SEWER PIPE WAS CON- STRUCTED BETWEEN MANHOLE #9 AND MANH`,LE #10. 1 r �Y ,l R T SCkOOL GfiC EN VVOOD CEMETERY r— I I aver 9,141 Z43.8�'[wf rear L . — . — - — II $ /Se, G97.00 COST �0.0167�e• II. RIVER - e tj \: , " -vnY-) t�. KING COUNTY CONSOLIDATED ' SHOP SITE TRUNK SEWER 1 LATECOMERS AGREEMENT Area Subject to Recovery That por Sec 16 Twp. 23 R. 5 E. W.M. described as follows: All of the NE 1/4 of said Sec. 16 except the NW 1/4 thereof and the N 1/2 of the NE 1/4 thereof. That portion of the E 1/2 of the NW 1/4 of said Sec. 16 easterly of the Puget Sound Power ✓i Light Co. Transmission Line easement. Less the N. 330' thereof. All of the NW 1/4 of the SE 1/4 of Said . 16 that portion of the NE 1/4 of SW I 'I N. easterly of a line drawn froal the NW corner t� the Southeast corner of said NE 1/ of SW 1/4 of said Scc. 16 All situate in King County Washington. Rest Property Division King County,State of Washington Chris J.Loutsis,Msnaper John D.Spellman.County Executive SOOA King Countv a l minlslretion Bitlp. 510-5th Avon.:e Department of Executive Administration Seattle,Washington 98104 Donad G Phelps Direc.or (206)3"-3970 I a" ( February 1 , 1g79 n The Honorable C .J. DelaurentiMayor City of Renton Department of Public Works Municipal Building 200 Mil,1 Avenue South Renton, Washington 98055 Attention: Warren Gonnason, Director, Public Works RENTON CONSOLIDATED SHOP SITE EASEMENT FOR SANITARY SEWER OUR FILE 07-8-291 Gentlemen: Pursuant to your written request of June 1 , 1978, I have enclosed conies of the easement agreements coverinn the lot in Maplewood Division No. 2 and the as-built plans for the sewer pipeline. Furthermore, I have enclosed a fully executed bill of sale for the sub- ject sewerline. I Please call if I can he of further assistance tc, you. 1y;lo,ur iAe � 5 ervisor i Titles R Escrow a JK/vw Attach: copies of easements as-built plans ( Bill of Sale 8 1 g r. �.w page 2 From MH 6 to MH 4 12" San Plastic 230 MH 4 i From MR 2 to MR 4 12" San Plastic 151' Laterel left 261' T`H 4 d T.V. Survey 2000' 6",8" 6 12" Sewer Lines .15 L.F. C.` . 2 Video tapes@ 35.00 ==-_ iax I I f i v i i i r„ y f GENEPAL CONTRACTORS P.O. box 69 �. HUnter 6.2755 Bothell, Washington 98011'- Gene Ekberg & Son 8509 So. 12Cth St. Seattle, Wa. 98178 2/27,28/78 King County shops and office facilities, Renton, Wa. T.V. and Tape of Sanitary Sewer Lines. From Poi 5 to lamp hole at F building. San. Plastic t` Tape begins 46 141' Lateral 143' Lamp hole P Note: water ponding from 126' to end of line 143' , 3" to 4" of water standing 4 From :2; 6 to the lamp hole at J building 6" San Pla--tic �! 142' Lateral or clean out top j 295' Lateral left 206' Lanip hole bend Tape 106 From P21 4 to MH 5 8" '4a: Plastic i 120' Rocks & debris 132' Lateral left 236' Lateral left 238' Lateral or clean out top j 425' MH 5 2/28/78 Tape Start 213 -. ?m PRi 2 to MP: 3 h San Plastic 10i Lateral right 275' Lateral left 277' Lateral top - lamp hole 386' 147 3 end of tape # 1 START Tape 02 From Mi 6 to P2i 7 12" San Plastic 185' to 190' some rocks & debris in line 215' ME 7 EXCAVATION - CLEARING - HIGHWAYS - ASPHALT PAVING GROUND UTILITIES oW r 5<'s°c5 . SANITARY SEWER SYSTEM LOW PRESSURE AIR TEST PROJECT eo, `Hai ,. f DATE _ ;. - P M. LOCATION LENGTH K C MIN RESUJLT Iz° — To Z/o. o ' is o u.9c a 6C -- ," To r ro // t / — - — n - M r, — -- L71 bW —}— — TO ! 7: :J / 5p 7 L /F7iN /c Sd C L y r:. y Ma or's Office CITY OF RENTON (date) INTERDEPARTMENTAL ROUTING SLIP /K'�L�-v� it S--r✓1L Sx-�-OsL�_ �. (referred io (referred by) Please preoere reply for the Mayor's signature on Mayor's office stationery. Please reply to the attached letter for the Mavor, showi-ig a copy to the Mayor. Please supply me with the facts involved in the attached letter. __Forwarded for your information, please return. Forwardeci fcr your information and files. r* Action requested no later than -1 ate 1 .4 • .i glow i ... a � i SANITARY SEWER VISUAL INSPECTION e k i PROJECT ti, opr, DATE s - 1 7 1 INSPECTOR LAMP TEST -- MH TO MH PASS FAIL COMMENTS z• > t - VISUAL INSPECTOC. ' - MH PASS FAI 'MENTS 't — i e