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WTR2701428
VALLEY GENERAL HOSPITAL ' 'J "g W-516 Snri nabrook R,_ 43rd I Ln -1 L& ►' -"779 '1 REOVETT OF BILL OF SALE FOR WATERLS MII Ali. SO. WA For and in consileration of One Dollar (01 .00) ar-, rather good and valuable consileration PUBLIC HOSP'TB.L DISTRICT NO. 1 OF KING COUNTY, a municipal �vrporation ( "Seller" ) , does hereby n convey and quitclaim to THE CITY OF RENTON, a municipal cor- poration ( "Purchaser" ) , that certain personal property de- scribed on Exhibit A attached hereto and by this reference incorporated herein. Purchaser agrees to promptly pay any aalee, 3se or like tax imposed by any governmental authority because of the sale of r1 the property referred to above by Seller to Purchaser. H SUCH PERSONAL. PROPERTY 19 SOLD AS IS, WHERE IS. SF.LLEF MAKES NO WARRANTIES OF ANY KIND WHATZVER, EXPRESSE7 OR IMPLIED, AND ALI, IMP:.ISD rARRANTIES, INCLUDING THE IMPL,LED ''NARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY DISCLAIMED AND EXCLUDED. Seller hereby assigns to Purchaser all guaranties, warran- ties and the like, if any, by any manufacturer of she personal property described on Exhibit A. This assignment is made with- out warranty by or recourse to Seller. DATED this day of 1981 . Purchaser: Seller: THE CITY OF RENTON, PUBLIC HOSPITAL DISTRICT NO. 1 a municipal corporation OF KING COUNTY, a municipal ation _YifBlf BY vn to Mayor eo owers, real ent,Boa[a Of Hospital Commissioners Attest: // ,,v ` Witte— u[�rtt'f"i doper jl--` - Secre ry, Board of Hospital City Clerk Cora s ners By Wrlam Murra Y. Administr or, Board O Hospital CAimlieloners W-Sr4 NEW AGe6s#,*w Er.%T w «'rW.}s 'r Ja rsaisra:rra r '.::�'�.. - .ems s� CT o • "`� - _ PY ea ear" EASf.W� � � r•.� .f��lr.s»u.t0' •,.. Ae Ir.•y(y.L�p ALMS _ NL.[Y � .• .�.A 'wRlt f�n.fMlttRH0.1 � �i t EXHIBIT A To Bill of Sale for Waterline Approxlmdte'y 1 ,042 linear feet of ductile iron pipe Four •f,e hydrart assemblies Seven gate valves } I ■ �V i x , I d� - ''f WX STATE OF WASHINGTON ) as. CO'JNTY OF KING wr' h r On this J)_ day of rt'j r 1982, before me, the undersignse a Notary Public in and fore State of Washington, duly commissioned and sworn, personally appeared MORT HARDWICK, JOHN SHIELDS, MD and WM. F MIRRAY, to me knotm to be the perbons who signed as President a,, Secretary of the Board of Commissioners and Administrator of Public Hospital District '10. 1 of King County, ' the municipal corporation that executed the within and foregoing Instrument, and acknowledged said instrument to be the free and voluntary act and deed of said municipal corporation for the uses and purposes therein mentioned, and on oath stated that they were duly elected, qualified and acting as said officers of the municipal corporation, that they were authorized to execute said instrument �. and that the seal affixed, if any, is the municipal coporate seal of said municipal corporation, a ? WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. 0TO"B IC in an r or S e State o Washington, residing in STATE OF WASHINGTON ) as. COUNTY OF KING On this 28th day of October 1982, before me, the undersigni�_d_,_a Notary u a--To "fie State of Washington, duly commissioned and sworn, personally appeared Earl Clymer and Acting City Clerk , to me known to be the personaw� signed as offi er of TEE CITY OF RENTON , the municipal orpor- atlon that execute tape within and foregoing instrument , and acknow- ledged said instrument to be the free, and voluntary act and deed of said municipal corporation for the uses and purposes therein men- tioned, and on oath stated thaty re duly elected as said officer tc the mun ci ipal corporation, that }}yy��yy P. M were authorized to execute said instrument and that the seal�a�fise , if any, is the municipal corporate . eal of said municipal corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. «�NP���Tn an�2or the State o� Washington, residing at Renton -2- BILL OF SALE FOR WATERLINE For and in consideration of One Dollar ($1. 00) and other good and valuable consideration PUBLIC HOSPITAL DISTRICT NO, 1 OF KING COUNTY, a municipal corporation ("Seller") , does hereby convey and quitclaim to THE CITY OF RENTON, a municipal corpor- ation ("Purchaser") . that certain personal property described on w Exhibit A hereto and by this reference incorporated herein. Purchaser agrees to promptly pay any sales , use or like tax imposed by any governmental authority because of the sale of the property referred to above by Seller to Purchaser. SUCH PERSONAL PROPERTY IS SOLD AS IS, WHERE IS. SELLER MAKES 11O WARRANTIES OF ANY KIND WHATEVER, EXPRESSED OR IMMPLIED, AND ALL IMPLIED WARRANTIES, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTA- BILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY DISCLAIMED P.ND EXCLUDED. Seller hereby assigns to Purchaser all guaranties, warranties and the like, if any, by any mroufacturer of the personal property described on Exhibit A. This assignment is made without warranty by or recourse to Seller. DATED this �g_T day of eT + y (� y 1982. Purchaser: Seller. THE CITY OF R.' NTON, PUBLIC HOSPITAL DISTRICT NO. 1 a municipal corporation OF KING COUNTY, a municipal corporation Y`� 1 4.� By \B r�� �f. te�_� Ffort .ar c�r es ent, oar B+ *( 4 � ,'^- � of Hospital Commissioners '/lo �o ei i s a:t nF, c-itc�--�— o n ej ecretary, Board of Hospital Commissioners BY.E.( i a cAdm n r m. urray, m n , trator - � 4 � . , . . ». \ ,AOJEC, �� � ,_ �ri ,� ! \ � / : BEGINNING OF FILE FILE TITLE - cJ �n 1�e►� t T wo-ral H o5p ►� al - C F'� +nobcooK _ EXHIBIT A PERMANENT UTILITY EASEMENT DESCRIPTION '� A strip of land thirty (30) feet in width, said strip being ■itu4ted in the Northwest Quarter of Section 31, Township 23 North, Range 5 East, W.N., King County, Washington, more par- ticularly described as follows r Is Beginning at the southwest corner of that tract of land as described in Book 15, Page 268, Records of Survey, King County, Washington; said print being at the intersection of the easterly right-of-way line of State Road No. 167, and the northerly right-of-way line of South 43rd Street; thence along the northerly right-of-way 14 ,�e of South 43rd Street South 8'!' 28' 13' East 310.0 feet; thence departing said southe; ,y -fight-of-way line of South 43rd Street North 2' 31' 17' East 30.0 feet; thence North 87' 28' 43' West 315.1 feet to a point on the easterly right-of-way line of State Road No. 167; thence South 11' 56' 01" East 30.9 feet more or less to the Point of Beginning. See attached slap. C 1 prior written consent df Grantor , provided, however, that such consent shall not be unreasonably withheld. Grantor VALLEY GE L HOSPITAL; a Municip corporation By W . L. rray, ACfninistraf STATE OF WASHINGTON ) COUNTY OF ) I On this �i� day of ! % "(' f 1" before me, the undersig4n a Notary Pu :ic n an or the State of W h- ing qn, duly commissioned and sworn, personally appeared f; i.��'!��'f to me knpin to be the person Mho •; gnee as of 1/ii� —7i;v- '- d,, tfie municipa, cow rat on • at executed t�`w`t�hihin� oregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said municipal corporation for the uses and purposes therein mentioned, and on oath stated that he was duly elected, qualified and acting as said off!cer of the municipal corporation, that he was authorized to execute said instrument and that the seal affixed, if any, is the municipal corporate seal of said municipal corporation. WITNESS my hand and official sea! vereto affixed the day and year in this certificate above written. NCrARY PUBLIC in and for the State of Washington, residing at ;_,_ i44_ -3- 110380/2/9503D O1.2 Grantee treserves the right to make reasonable modifications of the terms of the ingress and egress ease- ment, upon such notice as is reasonable under the circum- atances, during the construction period. Such modifica- tions shall be made only if reasonably necessary to main tain the efficient operation and peace and quiet of the hospital premises. m 2. COMPATIBLE USES. s Notwithstanding any other provision herein to the con- trary, Grantor reserves the right to engage in any uses com- patible with the full enjoyment of the rights granted herein to Grantee. 3. CONSTRUCTION AND REPAIRS. It is agreed by Grantee that any debris and waste materials caused by the placement, construction, operation, inspection and repair of the waterlines will be removed from the premises, and that upon completion of construction, the premises will be left, as nearly as possible, in the same cone ditions as they are now. Grantee agrees to maintain the waterlines in good con- dition and repair, and to return the premises to the condition existing prior to any repairs, at Grantee's sole cost and expense. 1. INDEMIJITY. Grantee agrees to indemnify, defend, and save Grantor harmless from any loss, cost , or other expense incurred by Grantor or any C'_sim, demand or action asserted against Grantor arising out of any act or omission of Grantee, whether negli- gent or not , including, without limitation, any loss, cost, clam, demand or action relating to any break, rupt'ire, stop- page , leak explosion, or other defect in the waterlines. S. SUCCESSORS. The rights herein granted and the duties hereby agreed to by Grantee she' . inure to the benecit of and shall be bind- ing upon Grantee's successors and assigns. B. ASSIGNMENT. Grantee is hereby prohibited from assigning all or any portion of the rights and interests granted herein without the -2- 110380/2/9503D EASEIKENT FOR WATER PIPELINES vl This easement + s made t'.is I� 4 day of QJi.(j u , 19tt, between VALLEY GENERAL HOSPITAL, a municipalcorporal on (hereinafter 'Grantor') , and the CITY OF RENTON, a municipal corporation (hereinafter *Grantee') . In consideration of One Dollar ($1.00) and other good and valuable consideration, and in consideration of the performance of Grantee of the covenants, terms and conditions hereinafter set forth, Valley General Hospital hereby .onveys and quit- claims to Grantee the following easements: A. A perpetual, nonexclusive easement for the installa- tion, maintenance and operation of one or more underground water pipelines (hereinafter 'waterlines' ) along and unaer that certain property situated in Ring County, Washington described in Exhibit A attached hereto and by this reference made a part hereof. — B. A temporary, nonexclusive easement for a period of one year commencing at the start of construction, but in any event expiring January 1, 1983, for ingress and egress of vehicles and construction machinery and other pertinent materials neces- sary for the installation of the pipelines under the property described in paragraph A above, over and across that certain property situated in Ring County, Washington described in Exhi- bit B attached t2reto and by this reference made a part hereof; provided however , Valle; General Hospital may earlier modify the terms of the easement granted under this paragraph B by acting in accordance with section 1.2 of this easement document. The terms 'easement' and 'easement area" n this instrument refer to the easements on the property described above in para- graph A and, for the per'_od of its duration, the easement on the property described above in paragraph B. This easement is granted subject to and conditioned upon the following terms, conuitions and covenants which Grantee hereby promises to faithfully and fully otserve and perform: 1 . PURPOSE. 1.1 Grantee shall have the right to pace, construct, operate, inspect, and repair waterlines of substantially the same size, type and characteristics as are used in the Renton vicinity, together with all connections and under- ground appurtenances, across, through and under the Ease- ment property. 8l LL OF SALE v r KNOWALL MEN By THESE PRESENTS; FUH1.lr. Hna piTAL DISTRICT • l � tiM,—ii wunfclpat..corporation. (Valley General i Hospital), does by these presents, 1n consideration of benefit. to be received from the City of Renton, a euniciPal cor,,,,ratlon - maintenance. repair and replacement of the Stet thee, wypu rcenancus ■ and hydrant a, the tubJect of this inat rtment, do by abexe presents -- grant, bar tn, and convey unto the CITY OF RENTON, a municipal o corporation, that certain water syat ew presently ►urving the DfatriRentct'i )bap ital (Valley General Hospital) located at 400 S.W. 47rd, Renton, Naahtn ton, cn- to in di aatetor; gq wit: 600 fast of cast Iron pipe, with valves, couplings, elbows cand all aeg notthr pipe,appurtenances in nancdimmeetar, hydrants. pPurten&nus and TO HAVE AND TO HOLD the sees to the said party of the second Part. its heirs, exauton, administrators and asxigna forever. And said parties of the first part, for their heirs, executors, administrators, covenant and agra& to and with the said party of the second part, Its executors, administrators and &@signs, that said Parties of the first ppart, owners of the said pro arty, goods and chat to ls,haS good right and full authorlty to sell the same and that they will warrant and defend the sale hereby made unto the said party of the eacond part, Its executors, &Min letretors and t@sigro, &66ainst all and every person or persons, whomsoever, lawfully claiming or to elm the asset. DATED this _day of May, 1919, POBLIC H 'PITAL DISTRICT NO, 1 OF KI HTY (VAL1, GENERAL HOSPITAL) S Tar�`L�'Ffurr r rotor STATE OF WASHINGTON ) COUNTY OF KING ,v+ )/99ss On this_Il �d&y of Hey, 1979, before me, the undersipnad Notary Publ it, n and for the State of Washington, duly commissioned and sworn, personally appeared pWpILLIAM E. HURRAY, to ste known to be ahmuniicipaltrator of corporatio blic andgacknowledgedital rict the foregoing I of ginstrumani, to be the free and voluntary act and deed of said municipal corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument b77�� the Board of collate of said municipal corporation, and tMt the Deal affixed le the east. of acid mmiclPal corporation. WITNESS my hand and official ter2 her o�-r d year first above written. fy and 1 — .arY n an or [ a at^— of Washington, residing at_ . �"I d�.� Y E1ICU[2 "�•• all. 49 •, y gg IN St1 �� . tt n 4, { _ Rto f ZF- 3 i m Ft1 is f �'* : till EXHIBIT A To Bill of Sale for Waterline "1, 042 feet of cast iron piping, 12 inches in diameter." ■ k" '"G 1 ryryYY �n s13, a w a, s, Irr STATE OF WASHINGTON COUNTY OF KING On this Q _ day of r 1982, before me, the undersigned, a Notary Puu-ITc in ancT for ttbe State of Washington, duly commissioned and sworn, personally appeared MORT HARDWICK, # ;'r"•' JOHN SHIELDS, MD and WM. E. MURRAY, to me kn(om to be the persons who signed as President and Secretary of the Board of Commissioners and Administrator of Public Hospital District ..o. l of King County, the municipal corporation that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said municipal corpozaticn for the uses y y , and purposes therein mentioned, and on oath stated that they were duly elected, qualified and acting as said officers of the municipal corporation, that they were authorized to execute said instrument and that the seal affi.. d, if any, is the municipal coporate seal of said municipal corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. „r n of or � tale of shington, residing !n STATE OF WASHINGTON ) ) as . COUNTY OF ) On this day of 1982 , before me, the undersigne3-a Notary u c n an or the State of Washington, duly commissioned and sworn, personally appeared to me known to be the person w o� s[gne as of THE CITY OF RENTON, the municipal corpor- ation that executed [fie within and foregoing instrument , and acknow- ledged said instrument to be the free and voluntary act and deed of said municipal corporation for the uses and purposes therein men- tioned, and on oath stated that was duly elected as said officer to the mu—nrcipal corporation, that was authorized to execute said instrument ano that the seal affixed, if any, Is the municipal corporate seal of said municipal corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written . A, I. in an or t e rate o Washington, residing at -2- BILL OF SALE FOR WATERLINE For and in consideration of One Dollar ($1 . 00) and other good and valuable consideration PUBLIC HOSPITAL DISTRICT NO. i OF KING COUNTY, a municipal corporation ("Seller") , does hereby convey and quitclaim to THE CITY OF RENTON, a municipal corpor- ation ("Purchaser") , that certain personal property described on Exhibit A hereto and by this reference incorporate,.; herein. Purchaser agrees to promptly pay any sales , use or like tax imposed by any governmental authority because of the sale of the property referred to above by Seller to Purchaser. SUCH PERSONAL PROPERTY IS SOLD AS IS , WHERE SS. SELLER MAKES NO WARRANTIES OF ANY KIND WHATEVER, EXPRESSED OR IMPLIED, AND ALL IMPLIED WARRANTIES, INCLUDING THE I1IPLIED WARWITIES OF MERCHANTA- BILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY DISCLAIMED AND EXCLUDED. Seller hereby assigns to Purchaser all guaranties, warranties and the like, if any, by any manufacturer of the personal property described on Exhibit A. This assignment is made without warranty by or recourse to Seller. DATED this day of 1982. Purchaser: Seller : THE CITY OF RENTON, PUBLIC HOSPITAL DISTRICT '10, 1 a municipal corporation OF KING COUNTY , a municipal corporation By Its Mort Hardwick, President , oars of Hospital Commissioners Joftn K. Shields, r1u, Secritb Boa of Ho ital Commissioners 1 Bi 7A-4-1-4 . urray, Adm n trator y i r Valley General Hospital Ocrnher 14 , 1982 G 3 Mr. Ron Olsen Department of Public Works 200 Mill Avenue South Renton, Wa 98055 Re: Water Line Bill of Saie i Dear Mr. Open: g Enclosed are two copies of the Bill o° Sale for Waterline which was approved by our Board of Comnisioncrs at their meeting of October 7, a 19P2. Pleasc have this document signed and return one copy for our 333 files. Thank you. Sincerely, ' Marge Tate Administrative Assistant A /mt Cj eee'l k o Enclosure k,," y1' vy� �n iM1 PUBLIC WORKS DEPARTMENT U 'L _ DESIGN/UTILITY ENGINEERING • 235 2631 o . 1R MUNICIPAL BUILDING ZDO MILL AVE.SO. RENTON.WASN.9t1tR 0 9�rED yfptE`� -INTER ICE. MEMORANDUM ) BARBARA Y. SHINPOCH MAYOR rti Date: October 19, 1982 To: Lawrence J. Warren, City Attorney From: Richard C. Houghton, Public Works -ector .' ,H:SFr Subject: City-Executed Bill of Sale (a) One Renton Place 4(b) Valley General Hospital f Attached hereto, please find a copy of the combination easement and bill of sale for the One Renton Place project with the changes to the document as outlined in your December 30. 1980 letter and our September 24. 1982 memo for your final review. Also, attached please find the Bill of Sale for the Valley General Hospital Waterline for your review and approval . Do both documents have to be signed by City officials for execution before recording same? AH:jft Attachments 9 EXHIBIT A To Rill of Sale for Waterline WN-516 0 Approximately 3725 L.F. of 12", 250 L.F. of 8" and 165 L.F. of 6" Ductile iron pipe, and 8 of Fire Hydrdnt Assemblies, and 20 of 0dte Valves, and all appurtenances pertaining to said watermains. M Mi -3- 083181/3/0225R b j i STATE OF WASHINGTON ) ss. CODUTY OF KING ) On this i`j day of 71/,11 1981, before me, the undersigned, a Notaary Fu�51Tc in and for the State of Washington, duly commissioned and sworn, personally appeared • LEO POWERS, CHARLOTTE KURTH COOPER and WILLIAM E. MURRAY, to me known to be the persons who signed as Presiden . Secretary and Administrator, respectively, of the Hoarl of Hospital Commis- '- 90 sioners of Public Hospital District No. 1 of King County, Ehe municipal corporation that executed the within and foregoing instrument, and acknowledged said instrument to he the free and voluntary act and deed of said municipal corporation for the { C uses and purposes therein mentioned, and on oath stated that •4 they were duly elected, qualified and acting as said officers wof the municipal corporation, that they were authorized to exe- cute said instrument and that the sea] affixel, if any, is the municipal -orporate sea], of said municipal corporation. WITNESS my hanl and official seal ?iereto affixed the lay an,] year in this certificate above written. 'GQ 4 ft {�lfc ✓rL. OO A�IC 1A and o� r the Srat of Washington, residing at STATE OF WASHINGTON ) as. COU]ITY OF ) On this il,� ZG day of l..� , 1981, before me, the underrs �9ned, a Notary Public in---and Ior the State of 5lashyngton, July om issione and sworn, personally appeare�l4f4% rn ?/ 44�a�_yr 4 to me know, to be the person who 1 THE CITY OF RRNTON, the municipal ccurperot ion that executed the within and foregoing ] instrument, and acknowl dged said instrument t be the free and voluntary act and lead of said municipal corporation for the uses and purposes therein mentioned, and on oath stated that was duly elected, qualified and acting as sa-id-o-fCIrs- r o r.he municipal corporation, that �_- was authorized to execute said instrument and that the seal affixed, if any, is the municipal corporate seal of sail muni- cipal corporation. WITNESS my hand and official seal hereto affixed the„/]ay...... and year in this certificate above written. NARY PUBLIC in ana-for-the to of Washington, residing -2- 08288l /2/0225R PROPOSAL FORM GENERAL CONSTRUCTION TO: The Board of Commissioners PROJECT: Valley General Hospital Valley General Hoapltal 400 Sou-h 43rd Street Renton, Washington R._nton, Washington Revised Site Improvaaent Progrrm have received the documents titled "Revised Site Improvuc,ent Progrtrz, galley General Hospital", dated April 6. 1979. ■ I have also received addcn•'� Nos. and have included their ptuvl.,fons in 'ay proposal. I h.v� exa;nincd both the documents and space, cnd submit the following Proposal: In Submitting rhis Proposal, I agree: 1. To hold my bid open for thirty days (30) consr._utive alander dayu from the date of this Proposal. 2. To accept the provisions of the Iastruction,s to Bidders rsgardln� disposition of Bid Security. 3. To enter into and rxeeute ,: Contract, if award u: on the breis of r this Proposal, ind to furnish '�-tformonce Bond and Labor and Material Payment Bond in accordan a with the General Conditions of this contract. 40 4. To accomplish the work in accordance with the Contract Docca.:nt::. 3. To commence work under this Contract within five (5) days of receint of a written "Notice To Proceed" from the Otmer and full, complete the project within one hundred eighty (180) consecutive calendar days thereafter. I will construct the work for this Project for the lump sum price of BASE BID ,dcllnrs T' Washington State Sales Tax ($ ) ALTERNATES - See Section 1C ALTERNATE NO. 1 - Watermain o Fire Hydrants ADD dollars (S ) Washington State 0----) ALTERNATE NO. 2 - Sewer Systems ' ADD dollars Washington Stire Sales Tax ALTERNATE NO. 3 - Water Service ' ADD dollars •"S �_____ Washington State Sales Tax ('' ----- -� a, - 2ROPORAL SORt4 Page I - Contract and furnished the required Performance Bond and Labor and Material Payment Bond. The Owner reserves the right to retain the security of the next two lowest bidders until the low bidder enters into contract or until thirty (30) days after bid opening, whichever is the s: ,jrter. All other bid security will be returned as soon as practicable. If any bidder refused to enter into a Contract, the Owner will retain his Bid Security s , liquidated daoaSea, but not as a penalty. SUBCONTRACTORS. Names of principal subcontractors must be listed and attached to the Proposal. There shall be only one subcontractor named for each classification listed. SUBMITTAL. Submit Proposal, Bid Security, and Subcontractor Listing in an opaque, sealed envelope. Identify t:ia envelope with: (1) project name, (2) name of bidder. Submit Proposals in accord wit', the Invitation to Bid. MODIFICATI AND WITHDRAWAL. Froposals may not be modified after submittal. Bidders may withdr-w Proposals aL any time before bid opening, but may not resubmit them. No Proposal may be withdrawn or modified after the bid opening except where the award of Contract has been delayed for th Lrt,, (30) days. a� DISQUALIFICATION. The Owner reserves the right to disqualify Proposals, x before or after opening, upon evidence of collusion with intent to defraud or other illegal practices upon the part of the bidder. OPENING. Proposals will be opened as announced in the Invitation to Bid. AWARD. The Contract will be awarded on the basis of the lowest responsible bid. END OF INSTRUCTIONS INSTRUCTIONS TO BIDDERS Page 2 a INSTRUCTIONS TO BIDDERS REVISED SITE-0PROVEAENT PROGRAM VALLEY GENERAL HOSPITAL RENTON, WASHINGTON ALMETER AND FINLEY ARCHITECTS 701 Welch Road Suite 1128 Palo Alto, CA 94304 ■ ■ (615) 324-1840 To be considered, Proposals moat be made in accord with t,.ese Instructions ` to Bidders. DOCUMENTS. Bonafide prime bidders may obtain two (2) sets of Drawings and Specifications from the Owner upon deposit of $35.00 Those who submit prime bids may obtain refund of deposits by returning one set in goes condi- tion no more than seven (7) days after Proposals have bey .• opened. No partial sets will be issued; no sets will be issued to sub-bidders by the Architect. One set may be used by the prime bidder for making notes and - need sot be returned. EXAMINATION. Bidders shall carefully examine the documents and the construc- tica site to obtain first-hadd knowledge of existing conditions. Contractors will not be given extra payments for conditions which can be determined by examining the site and documents. QUESTIONS. Submit all questions about the Drawings and Specifications to the Architect in writing. Replies will be issued to all prime bidders of record as Addenda to the Drawings and Specifications and will become part of the s— Cor,tract. The Architect and the Owner will not be responsible for oral clari- fication. Questions received less than five (S) days before the bld opening cannot be answered. SUBSTITUTIONS. To obtain approval to use unspecified products, bidders shall submit written requests at least ten days before the bid date and hour. Requests received after this time will not be considered. Requests shall clearly descrlbt the product for which approval is asked, including all data necessary to dem, -crate acceptability. If the product is accevtable, the Architect will approve it in an Addendum issued to all prime bidders on record. 5 BASIS OF BIDS. No segregated Proposals or assignments will be considered. BID SECURITY. Bid Security shall be made payable to the Board of Commissioners, Public Hospital District No. 1, King County, in the amount of 5 percent of the Proposal sum. Security shall be either certiiied ch, ck or Bid Bond issued by surety licensed to conduct business in the State of Washington. �p The successful bidder's security will be retained until he has signed the INSTRUCTIONS TO BIDDERS Page 1 jc k Jt or at Northwest Plan Centers 1217 Valley Seattle, Washington 98109 "^e Plan Bureau . 5th N. Seattle, Washington 98109 ■ AGC /' e 1200 Westlak2 Ave. N Seattle, Washington 98109 Dated this 10th day /Jof April, 1979 at Penton, Washington ri Signed: Wm. E. Murray, Superintendient Public Hospital District No. 1 of King County, Washington Invitation to Bid Page 2 r w t LEG/.L NOTICE CALL FOR BIDS REVISED SITE IMPROVEMENT PROGRAM VALLEY GENEd0L HOSPITAL RENTON, WASHINGTON PUBLIC HOSPITAL. DISTRICT NO. 1 OF KING COUNTY, WASHINGTON �a r, m Date of Bid Opening - May 10; 1979 - 2:00 p.m. In accordance witb A.C.W. 70.44.140 you are invited to bid on a General Contract, including Water Supply, Sanitary, Eatthwork, Paving, Site Drain- age and Elctricnl. All Proposals must be on a lump sum basis; segregated Proposals will not be accepted. Sealed bids will be received until 2:00 p.m. May 10, 1979 , at the office of the superintendent (administrator) of Valley General Hospital, 400 South 43rd Street, Renton, Washin:ton. Bids will forthwith be opened by the superintendent (administrator) o i authorized representative. The public is invited to attend such bid c i.i.2. Each bid shall be accompanied by a certified check or bid bond by an author- ized surety company, made payable to Public Hospital District No. I of King Ceun ty, in an amount not less -han SZ (five per cent) of the bid figure. _ The Board of Commissioners of Public Hospital District No. 1 of King County reserves the right to reject any or all bids and to waive any irregularities or informalities in any bid or in the bidding. The Board of Commissioners will consider the bids and the matter of awarding the contract at its public meeting of May 17, 1979 at 7:30 a.m. to be held in the Board Room of Valley General Hospital. No bidder my withdraw his bid after the hour set for the opening thereof or before award of contract unless said award is delayed for a period exceeding thirty days (30 days). Bonafide bidders may obtain Drawings and Specifications at the Office of the Superintendent (Administrator): Wm. E. Murray Valley General Hospital 400 G. 43rd Street Renton, Washington Drawings and Specifications my be examined at the Engineers Office: Skilling, Helle, Christiansen, Robertson 2G0 The Financial Center 1215 Fourth Ave. Seattle, WA 98161 (206) 292-1200 • Invitation to Bid Page 1 jIl 4 �t I � 1 ail. REVISED SITE IMPROVEMENT PROGRAM VALLEY GENERAL HOSPITAL ■ SCHE•DULE OF DRAWINGS ■ COVER/LOCATION PLAN C-1 SITE 6 PAVIpC PLAN r- 2 GRADING b DRAINAGE PLAN C-3 ACCESS ROAD PLAN n PROFILE C-4 SITE SECTION 6 DETAILS C-5 DRAINAGE 4 MISCELLANEOUS DETAILS C-6 WATER DISTRIBUTION EXTENSION C-7 WATER DISTRIBUTION EXTENSION - NORTH C-8 WATER DISTRIBUTION EXTENSION - SOUTH C-9 SANITARY 6 WATER DETAILS A-1 WALK PLANS .. A-2 WALK 4 SITE DETAILS E-1 N.W. PARKING LOT ADDITION - E-2 N.W. PARKING LOT ADDITION END OF SCHEDULE SCHEDULE OF DRAWINGS Page I V DIVISION 5 METALS SD Architectural Metals 3 Pages DIVISION 6 CARPENTRY Is 6A Rough Carpentry 2 Pages e P DIVISION 9 FINISHES 91. Painting and Finishing I Page DIVISION 10 SPECIALTIES IDA Miscellaneous Specialties 1 Page DIVISION 15 MECHANICAL 15200 Water Supply System 6 Page DIVISION 16 ELECTRICAL 16A Electrical 4 Pages Table of Contents Page 2 � r REVISED SITE IMPROVEMENT PROGRAM VALLEY GENERAL HOSPCCAL • ■ TABLE Of C'INTENTS Table of Contents 2 Pages Schedule of Drawings 1 Page Invitation to Bid 2 Pages Instructions to Bidders 2 Pages Proposal Form 4 Pages Standard Form of Agreement Between Owner E Contractor 8 Pages - Bid Bond (2/70) 1 Page Performance Bond (2/70) 2 Pages La6,or 6 Material Payment Bond (2/70) 2 Pages Gereral Conditions of the Contract for Construction (8/76) 19 Pages Supplementary General Conditions 3 Pages Prevailing Wage Rater 2 Pages DIVISION 1 GENERAL REQUIREMENTS 1A General Requirements 5 Pages IB Soils Investigation 16 ^ages 1C Alternates 1 pare 1D Unit Prices 1 Page DIVISION 2 SITEWORK r' 02100 Clearing b Grubbing 2 Pages 02110 Demolition 2 Pages 02200 Earthwork 9 Pages 021500 Site Drainage_ 1 Pages 02560 Sanitary Sewer " rages 02612 Asphaltic Concrete Paving 9 Pages 02618 Pavement Striping 1 Page 02620 Curbs,Gutters, L Sidewalks 4 Pages a , Table of Contents Page 1 r; e PROJECT %LkiUAL F&VISED SITF iMIPROMINT PROGRAM 4 VALLEY GENERAL HOSPITAL PUBLIC HOSPITAL DISTRICT F10. 1 of KING COUNTY RENTON WASHINGTON ARCHITECT AL`MTER and FINLEY ARCHITECTS 701 Welch Road Suite 1128 Palo Alto, CA 94304 (415) 324-1840 CIVIL ENGINEER SKILLING, HELLE, CHR.ISTIANSEN, ROBERTSON 2200 The Financial Cenrer 1215 F ,urth Ave. Seattle, Washington 98161 (266) 292-120C SOILS ENGINEER DAMES & MORE Suite 500, Northgate Executive Denter 155 N.E. 100th Street Seattle, Washington 98125 (206) 523-0560 ELECTRICAL ENGINEER ENGINEERED ELECTRICAL SYSTEMS, INC. 201 U.S. Ditty Building Bellevue, Washington 98004 (106) 454-5440 April 6, 1979 Mr. Ron Olsen August 21 , 1981 Page Two STORM DRAINAGE SYSTEM: 1. 260 L.F. of 8" Concret, Storm Line 2. 1545 L.F. of 12" Concrete Storm Line • 3. 225 L.F. of 18" Concret. Storm Line ■ 4. 310 L.F. of 27" Concrete Storm Line 5. 130 L.F. of 36" Concrete Storm Line 6. 125 L.F. of 42" Concrete Storm Line 7. 10 Ea. of 48" Diameter Manholes 8. 1 Ea. of 54" Diameter Manholes 9. 2 Ea. of 72" Diameter Manholes 10. 35 Ea. of Catch Basins TOTAL COST FOR STORM DRAINAGE SYSTEM $147,000. STREET IMPROVEMENTS: ( Inc,uding curbs, gutter, sidewalks and vehicular pavement) . TOTAL COST FOR STREET IMPROVEMENTS $315,000. Sincerely, SKILLING, MELLE, CHRISTIANSEN, ROBERTSON, INC. Wm. D. Ward� WDW/rdh ,k a ry 5 a j. Y' 6K R.6fNti, �'+r��t. C«.R�8 nNN11 t m1. RoeeRT90N. IN,. y SKILLING, HELLE, CHRISTIANSEN, ROBERTSON , INC, Coruultinp Stroxaurol unrl Civll F'npinxare 1115 Ynunh Avnnun,Sulfa 11na, tiantlln Wnxhinpton 981BI •(206110141W1 August 21, 1981 City of Renton ■ Utilities Division • Renton, Washington 98055 Attention: Mr. Ron Olsen SUBJECT: VALLEY GENERAL HOSPITAL ADDITION CITY PROJECT NUMBERS: W-516 and S-yy .. �7 RE: Cost Data and Invertury Dear Mr. Olsen: `s'Mei!:` 'd Per your request, the following information is furnished concerning costs ( ,, ��.•. i.FR for improvements installed for the above referenced project. WATER SYSTEM: 1. 165 L.F. of 6" Water Main 2. 250 L.G. of 8" Water Main 3. 3725 L.F. of 12" Water Main 4. 8 Ea. of Fire Hydrant Assemblies 5. 5 Ea. of 6" Gate Valves 6. 4 Ea. of 8" Gate Valves 1, 11 Ea. of 12" Gate Valves TOTAL Cu T FOR WATER SYSTEM $293,000. SANITARY SEWER SYSTEM: 1. 900 L.F. of 8" Concrete Sewer Main 2. 3 Ea. of 48" Diam. . , 14anholes TOTAL COST FOR SANITARY SEI.LR SYSTEM S 29,000. VALLEY GL4E&4L NOSPITAL WA9N/NGTpN STATE TEMPC"Ay UTILITY PEPT op (SEE EXHI451T b 101t -�/VPT/ON) TR�N�/�01lTi4T/oN STATE ICOAV No. /G7 ( '" PEi[M�NENT UT/L/TY EASL�MENT SEE EXH/d/T .i NLb[ DESC/VPT/0N) EIL U1 of 'y 1 'A V ir /J 677�6 � L`IL:115 1515�/ h 1 �No9PITAL - _ a 45 r<O SOUTHWEST SIT. ENTIGIIJCE EASEMENT LOCr9TlON 1• � 40 TALbOT HILL PiPCU►JE CITY Of' REW70W St3G31 .A7 i EXHIBIT H t TESIPORARY UTILITY EASEMENT DESCRIPTION A strip of land 30 feet wide along and abutting the northerly and easterly sides for the cull length of the permanent utility easeoent as hereinbcfore described in Exhibit A. ■ i 4 l: THE AMERICAN INSTITU T"E O!` ARCHITECTS A!A Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, thatwe iNen amen curl game and aJJrei ur IMa m•ail^-MIKp�., Tl a'H 'rl as Principal, hereinafter called the Principal, and _p Were inavr lull rime an[assi over a Sura61 n ry Pa -4a a corporation duly organized under the laws of the State of 1 re as Surety, herelrlafter called the Surety, are held and firmly bound unto Y Nert mrn lull name u+.Jama rr IeV bit•al GWmb ��y�•� as Obligee, hereinafter called the Obligee, in the sum of •k �" Dollars (S for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ou-selves, our heirs, executors, administrators, successors and assigns, jointly and severally firmly by • `"'" these presents. WHEREAS, the Principal has subs, fitted a bid for INerr exert lull name adore.mJ hunm,on.,;pro}ran F„r,n NOW, THEREFORE, if the Obli accept p P+Reh shall ace t the bid of the snob al and the bonds as I seal cilw mto a Coddinv ', r< i"✓'vr with the Obligee m accordance ode the leans of sash bd,and give such hood orceo such h C nt act an d m thye prompt rom t or Gnntgct Document, with good and sufficient surety for the faithful performance of such GOn1pC1 and for the prompt f -'payment of labor and material furnished in the prosecution thereof,or in the event of the failure of the Principal to entai_ such contract and give such bond or bonds,if the Principal shall pay to the Obligee the difference net to exceed die penalty hereof between the amount specified in said bid and such I:rger amount for which the Oblig..e may,n good filth contract ,y with another pa"y to perform the Work covered by said bid,then this obligation shall be null atd void,otherwise to remain in full force and effe,t. x.c Signed and sealed this ... day of II (Principal) — Sr (Witness) 11 (Title) IT _ _ r5ureryl !Srsa9 $$$ (Witness) 111 ITitle) —'-�'`- I AIA DOCUMENT AVI•BID BOND•ALA®•FEBRUARY 1970 ED•THE AMERICAN INSTITUTE Of ARCHITECTS, MS N.Y. AVE„ N.W. WASHINGTON, O.C. 200% t I e - rtc;':illFi°"- "'�—.:SSdCLIi � -.- . . . - .__....,..,. .... _.._ ..... .,. . - -• ,A171 TA�I�itlLt�ii. :Iy��w'd THE AMERICAN INSTITUTE Or" ARCHIYECTS t A(A Oocument A'1t1 � r — Bid Bond KNOW ALL MEN BY THEN PRESENTS, that we i nfert mun hit n,if and ddress or lepl uoe pr C,mrruron • f .fni�t as Principal, hereinafter called the Principal, and •:'g'+ 'y.�;•,T Were inutl roll rwmr arW addres or lea••ride W Surthl a corporation duly organized under the laws of the State of j as Surety, hereinafter called the Surety, are held and firmly bound unto 1 mere mun toll mree arW addrurw trawl mlr In Omen 1 + as Obligee, hereinafter called the Obligee, in the sum of Dollars (S for the payment of which sum well and truly to be made, the sa;si ;rincipal and the saki Surety, bind ourselves, our heirs, executors, administrators, successors and assig:%jointly and sevenhy, f.mly by these presents. ` WHEREAS, the Principal has submitted a bid for (Herr;mrrl lull name,a ill and descrlpnon of tuplece NOW, THEREFORE• if the Obligee shall accept the bid of the nrinopa; and the Principal shall r.. ,., Into a Contract with the Obligee in accordance with the terms of such bid,and give such bond or bonds as may be apesed In the bldumg or Contract Dncumem, with good and sufficient surety for the faithful performanre of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and g..e such bond or bonds,if the Principal shall Pay to the Obitgee the difference not to exceed the penalty hereof betweer the amount specified in said b•d and such larger amount for which the Otslt&_e may on good faith contract with another Party to perform the Work covered uy sa-d bid then this obligation shall be null and void,otherwise to remain s In full rorce and effect Signed and sealed this day of 19 fPrmapd! rStall (Wilnessl —�—. 111 (IiNel 6urery) (seal] (Wrenenl n (Title) ,c AIA DOCUMENT Alla aID aOND•AIA 11•F[ SHI FD•Tat[AMERICAN I N',ATUT! OF ARCNIIFCTS, 1135 N.T. AVE., Nw.W.,., WASNINGTON, D.C. 10006 YYa4a;fRYllrtY�4asr"'IWYa.til�faYlill�.=—'-�= �lti�IIRLY_.JIL1YiYk,.rstl'tM11YiiGT� STATE OF WASHINGTON ) COUIIfY OF KING ) On this day of , 1979, before me, the undersigned a Notary Public in and for the State o` Washington, duly commissioned and sworn, persunally appeared , to me known to be ■ � the corporation that executed the foregoing instrument, and he acknowledged the said instrument to be the free and voluntary act and deed of said corporation '.or the uses and purposed therein mentioned, and on oath stated that he i.. authorized to execute this said instrument for and on behalf of s-id corporation, and that the said affixed is the seal of said corporation. n WITNESS my hand and official seal hereto affixed the day and year first abnve written. Notary Public in and for the State of Washington, residing at Agre,ment Page b e� 1 y n� r ' 4 t T�1 � . ' } 4 y IN WITNESS WHEREOF THE Owner has caused this Agreement to be signed J by 1[s Administrator, and the Contractor has here-unto e�^cured this Agreement ^� i the day and year first above written. — PUBLIC HOSPITAL DISTRICT N0. 1 �r :: :4 ' OF KING COUNTY By BY r�.1..: `y d William C. Murray, Administrator STATE OF WASHINGTON ) COUNTY OF KING ) On this _ day of 1979. before me, the undersigned, a Notary Public in oad for the State of Washington, duly commissioned and sworn personally appeared WILLIAM E. MURRAY, to me known to be Administrator of Public Hospital District No. 1 of King County, the municipal corporation thv; executed the foregoing instrument, ar ' acknowledged the said instrument to be the free and vcluntary act and de. . t said municipal corporation, for the uses and purposes therein mentioned, and on oath stated that he said municipal corpora- tion, and that the seal affixed is the seal of said municipal corporation. WITNESS my 4ard and official seal hereto affixed tha day and year above written. i Nocary Public in and for the State of Washington, residing a_ Asrasant Pap 7 ARTICLE 12 The Contractor and Sub Contractor perfc ing work required by the Contract Documents shall pay or cause to be paid .o its or their employees the cur- rent prevailing and going cages being paid within Public Hospital Distrlc_ No. of King County for work of like character. ■ ■ 44 ' Ap,.roved as to form: 1 John K.Pair,Jr. Attorney for Public Hospital District No.1 of King County 44; 3 s i i Agreewent Peke � T ARTICLE 8 • MISCELLANEOUS PROVISIONS 8.1 Tema sod in this Agreement which are defined in the Conditions of the Contract shall have the meanings designated in those Conditions. 8.2 The Contract Documents, which constitute the entire agreement between the purer and Contractor, are listed in Article 1 arid, except for Modifi- cations issued after execution of this Agreement, are enumerated as follows: m SPECIFICATIONS AND OTHER DOCUMENTS, DATED DRAWINGS: Cover,C-1 to C-9, A-1 to A-2. E-1 to E-2 all dated April. 6, 1979 A.IDENDUM NO. 9 ARTICLE 9 .•.,::a-,r..--. The Contractor agrees and covenants to furnish unto the Amer proper evidence that the Contractor has fully complied with the State licensing law as speci- fied in Chapter 77, Laws of the State of Washington of 1963, as amended; and the Contractor's Certificate of Registration shall be in full force and effect _ throughout the work project hereinabove enumerated. ARTICLE 10 It is mu'ually agreed by the Owner and the Contractor that if the Contractor does not complete the Work by a the - 'greed date, 1t would Iz practically impos- sible sible to calculate the loss to the owner caused by such failure. Accordingly, +" ' the Owner am the Contractor agree that if the Contractor fails to complete r the Work within the agreed time, the sum of One Hundred Dollars ($100.00) for every calendar day thereafter during which the Work remains uncompleted shall be presumed to be the anoint of damages suffered by the Owner by reason of the failure of the Contractor to complete the Work within the agreed time. It is agreed and utdetstood chat this sum represents the best estimate of Owner and Contractor as to the loss which would 'as sustained by the Owner and shall not be or be deemed to be a penaltv or forfeiture. This provision for liquidated damages shell not, however, be applicable in the event the Contractor aba,aons the Contract, but :n such event, Contractor shall be liable to 'timer for ill damages, direct or consequeitial, sustained by Owner by reason of such atan- doement. ARTICLE 11 The limits of, liability Insurance to be furnished by the Contractor pursuant to Article 11 of "General Conditions of the Contract for Construction" shall be as follows: _ Bodily Liability Insurance - Other than Automobile $100,000.00 per person T, $500,000.00 each occurrence Bodily Injury Lla'..ility Insurance - Automobile $100,000.00 Bich person + 5500,000.00 occurrence Property Damage Liability Insurance Other than Automobile $250,000.00 each occurrence and $250,000.00 aggregate Agreement Page ARTICLE 7 PROGRESS PAYMENTS FINAL PAYMENT (A) Based up application for payment submitted to the Architect by the Contracto, and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the contract sum to the Contractor as provided in the conditions of the contract as follows: On or about the 25th day of each month, ninety percent (90%) of the proportion of the contract sum properly allocable to labor, materials and equipment incorporated in the work, and fifty percent (502) of the portion of the contract sum properly allocable to materials and equipment suitably stored at the site or at some other location agreed upon in writing by the parties, - . up to the last day of the month, less the retained percentage provided for in Article 6 above, and less the aggregate of pre- vious payments in each case. (B) Upon completion of all the work under this Agreement, the Contractor shall notify the Architect, in writing, that he has completed his part of the contract, and shall request final payment. If the work as been com- pleted to the extent of the contract documents, the Architect will recommend acceptance of the completed improvement and work and submit a final estimate of the amount due the contractor under this agreement, Less the retained percentage provided for in Article 6 above. Upon approval of such final estimate by the Owner, and within ten (10) days after the time emit for the filing of all liens shall have expired, the Owner shall pay to the Contractor the then unpaid balance of the contract am due the Contractor under the provisions of this Agreement, less the retained percentage provided for in Article 6 above. • Agreement Page 4 a (3) Placed in escrow with a bank or trust company by the Owner until thirty (30) days following the final acceptance of she improvement and work as completed; all as specifically set forth in R.C.W. 60.28.010, subdivisions (2) and (3). (C) After the expiratljn of the thirty (30) days following final acceptance of the improvement and work, and after receipt of the State Department of Revenue's Certificate, and the Owner IF satisfied that the taxes certified as due or to become due by psrtment the De +'of Revenue are discharged, and the claims of materialmen and laborers who filed their claims, together with a :tum sufficient to defray the cost of foreclosing the leins of such claims, and to pay attorney's fees, have been paid, the Owner shall pay to the C-ntractor the fond retained by it, or release to -, the Contractor the securities and bonds held in escrow. If such taxes have wt been discharged or the claims, expenses and fees have not been paid, the Owner shall retain in its fund, or in an interest-bearing account, or retain in escrow at the option of the Con- , tractor, an amount equal to su.h unpaid taxes and unpaid claims, togehter with a sum sufficient tc defray the costs and attorney's fees incurred :n foreclosing the lien of such claims, and shall pay, or release from escrow, r •,�= the remainder to the Contractor. r, (D) Upon final acceptance of the improvement and work the Owner shall orthwith notify the State Department of Revenue of a completion of such sprovement and work. the Owner shall not make any payment frcm the ., retained percentage fund, or release any retained percentage escrow account to any person, until it has received from the Department of Revenue a ' certificate that all taxes, increases and penalties due from the Contractor, and all taxes due and •:o become due with respect to such contract, have been paid in full or toat they are in the De•�.tv.mt's opinion, readily collectible without recourse to the State's !n on the retained percentage. (E) If, within thirty (30) days after rec,.rc of notice by the Department of Revenue of the completion of the contract, the amount of all taxes, increases and penalt Las due from the Contractor or any of his successors or assignees or to become due with respect to such contract have not been paid, the Department of Revenue may certify to tae Owner the amount of all taxes, increases and penalties due from the Contractor, tok her with the amount of all taxes due and to become due with respect to the contract, ? and may request payment thereof to the Department of Revenue in accordance with the priority provided in R.C.W. 60.-8. The Owner shall within ten (10) days after receipt of such certificate and request pay to the Depart- ment of Revenue the amount of all taxes, increases and penalties certified to be due or to bee mme due with respr_ct to this agreement, u,,; after payment of all claims which by statute are a lien on the retained percentage withheld by the Owr.er, shall pay to the Department of Revenue the balance, If any, or so much thereof as shall be necessary to satisfy the claim of The Department of Revenue for the balance of all taxes, increase+ or penalties shown to be due by the certificate of the Department of Revenue. If the Contractor owes no taxes imposed pursuant to R.C.W. Chapter 82, the Department of Revenue shall so certify to the Owner. Agreement Page 3 ����••x�5 �ei ��'ya r:1,. . ., r,>f'... . •a,... ..2Ya !'f. s ,f.;,;°n.,. �`y.'a+_5Y« 5 lr�t.i u� SJ Y • i 4WD 0.ri p'.a �d T R ARTICLE 4 TIME OF COMMENCEMENT AND COMPLETION ' The Work to be performed under this Contract shall be cor aced within five (5) days of a "Notice to Proceed" and completed within one hundred eighty (180) calendar days of commencement. " ARTICLE 5 CONTRACT Zb'M a The Owner shall pay the Contractor for the performance of the Work, sub;ect to '"s".*'s additions and deductions by Change Order as provided in the Conditio.•.s of the Contract, in current funds, the Contract sum of ($ -)Washington State Sales Tax S - "• - G:°. ARTICLE 6 RETAINED PERCENTAGE • (A) This agreement shall to governs by the Revised Code of Washington, Chapter 60.28, last amended in the lava of the First Extraordinary Session, 1977. Accor- dingly, the Owner shall reserve from the monies earned by the Contractor on monthly estimates made during the progress of the work contemplated by this Agreement, a sum equal to ten percent (10%) of the first One Hundred Thousand Dollars ($100,000.00), and five percent (5%) for all amounts over One Hundred Thousand Dollars ($100,000.00) of such estimates; and the fund so reserved shall be retained by the Owner as a trust fund for the protection and payment of any person or persons, mechanic, subcontractor, or materialman, who shall perform any labor upon such contract or the doing of such work, and all persons who shall supply such person or persons or subcontractors with provisions and supplies for the carryirg on of the agreed work, and the State with respect to taxes imposed pursuant to Title RCW 82, which may be due from the Contractor. (B) The monies reserved under (A) above, at the op Con of the Contractor, which option is to be exercised Fy the Contractor in writing within ten (10) days of commencement of the work under this Agreement, shall be: (1) Retained in a fund by the Owner until thirty (10) days following the final acceptance of the improvement and work as completed; or (2) Deposited by the Owner in an interest-bearing account in a bank, Mutual Savings Bank, or Savings and Loan Assoclation, not subject to withdrawal until after the ` final acceptance of the improvement or work as completed, or until agreed to by both parties; provided, that interest on such acco-nt shall be paid to the Contractor; or Agreement Page 2 F. • STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR AGREFME`IT Made this day of in the year of Nineteen Hundred and 'seventy-nine BETWEEN PUBLIC HOSPITAL DISTRICT No. 1 OF KING COUNTY the Owner, and I the Contractor. The Owner and the Contractor agree as set forth below. - ARTICLE 1 THF. CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, all Addenda issued prior to execution of this Agreement and all Modifications issued subsequent thereto. These form the Contract, and all are as fully a part of the Contract as if attached to this Agreement or repeated herein. An enumberatlon of the Contract Documents appears in Article 8. ARTICLE 2 THE WORK The Contractor shall perform all the Work required by the Contract Documents for Valley General Hospital, Renton, Washington encit.led REVISED SITE IMPROVE- - V, MT PROGRAM ARTICLE 3 ARCHITECT The Architect for this Project is Almeter and Finley, Architects, 701 Welch Road, Palo Alto, California. apt d Agreement Page 1 p, R• .p» S LI3TINC OF SUBCONTRACTORS i All bidders shall include the nc ies of each person or firm to be engaged by the bidder on the project as subcontractor for the scope of the work indicated. This ].'at shall not be altered without the written consent of the Owner. Failu: to comply with the above shall be sufficient cause for ejection of the bid. In addition, t',e successful bidder shall supply • to the Owner a listing of all subcontra_.ors prior to he signing of the Contract. Name of Subcontractor Nature and Scope of Work ,Y., « f Grading Asphalt._ ^aving �r#1 Electrical _. _ 'Concrete Work _ Site Drainge & Sanitary Sewer a w Water Distribution 5 CONTRACTOR DATE BUSINESS ADDRESS LICENSE NO. '.CIS^SAL FORM , xga , C UNITE PRICES - Continued WHEni WHEN ITEM UNIT ADDED ADDED • 26. Water Distribution Pipe - 6" L.P. S S ■ 27, Water Distribution Pipe - IY' L.F. S S ■ 28, Fire Hydrant FA. $ _ S 29. Gate Valve 6 Box - 12" EA. S S 30. Gate Valve 5 Box - 6" EA. $ S 31. Gate Valve n Box 1�" FA. 8 S_ 32. Saw Cut Asphalt L.F. $ S 33. Asphalt Pavement Patch S.Y. 34. Sanitary Sever Pipe - 8" L.F. S $ 35. Sanitary Manholes - 48" EA. 36. Water Meter - 1�" line EA. S S PROPOSAL FORM Page 3 LNIT PRICE° SEE SECTION 11) WHEN WHEN 1101 UNIT ADDED ADDED 1. Traoh Roceptot EA $, S a 2. Removu As %. Conc. Puvmn nt S.Y. $ _ S_ 3. EacavaLion 6 vast, C.Y. $ $ ■ 4. Granular sub bass compactod C.Y. S S 5. Unclassified Fill C.Y. $ S 6. Storm drain pipe - 12" L.F. $_ $ 1. Sturm ;:rain piep - 15" L.F. $ S S. Storm drain -,ipe - 27" L.F. $ S 9. Storm drain pipe - 36" L.F. S $ 10. Storm drain piep - 42" L.F. S S 11. l+aahole - 1.8" EA. S S 12. Manhole - 54" EA. $ S 13. Manholr. - 72" EA. $ $__ 14. Manhole - oll/water :'eperator EA. $ S nW. a�. 15. Catch Baeln - Type 11-C EA. .y 16, Catch Basin - Oil/water separator F.A. S $ '+7 .'. ?' A.C. on 0" Crushed Rock S.Y. S $ A.C. nn o" Crushed Rock S.Y. $ $ 19. Curb - Ertruued L.F. $ _ $ 20. Curc - Cast-in-place L.F. S S 27. v,alk - Asphaltic Concrete S.F. 22. Walk - Concrete, Detail 18/A-2 L.F. S $ k' 21. Welk - Ooncrete Detail 20/A-2 L.F. 24. Sleevo S Ttle Cap, Detail 22/A-2 EA. 25. Water Diatribution Pipe - 12" L.F. PROPOSAL FORM - - Page 2 VALLEY GENERAL HOSPITAL Sori nobrook & 43rd ,� �9aerrYt��ralfMa�rt�Y'•i��rir! y t[yYlrraes or procedures,o: that he has made any ev _ ,a reasonable evidence that the Work cartnc t b!can• ! • .�., a :nspeetioNi anu, wi,ai Ivs fin0. ter.: •::J.S ri.r trnaliorl o ascvrN;n how Or for wtat Purpose the(arts„ pleted roe the unlaic balance of the Contract Sum, iccrpc ui^r the Contract Do •. 'r cr •iC..i •iaym,n; xha^, cetasemM n for has rmed the moneys Prrvlctusly i rare full. l. .. oimed, hi will tom .'rieiiS and :!n waittr of ens e>1 the, Ccnt..vo, except those Pivw- pa tl earl account r. .3 damage erbhot± IOr F_,rnent static that P PNY issue a final ausly made ,n w rtinh ario identeiiad by the Cornractur the CPntract Sum, B to tt a Owner or another contractor, .6 reasonable evidence that the Work will no,be oven- R to the best of his as umealeNl a! the time: of ;he tin W PROGRESS►ATAENTS -.nowkdge, information and belie( .nd on the bits of anent. ApPlwation or Pad- pleted within the Contract Time,or 114 obw vatrons and inspectons,the:'v'ork ha:booth cpn- %&I After the A hnext has .,surd a Certincate fa Pa peterw.:hstcryl `allure lu carry out Me Work in •cooed- pleted in accordance wrfh the i± ARi1ClE 10 mint. the Owner stilt make - > once wr•,h the Contract Documents, ems and co�ditim of the _ Payment n the manner and c•ptinq Documents and ftiat the vitire balance found o PRUTKTION O[ k'thin the tirne Provided in the Contract Documents, 9,6.2 When the abase grounds in Subparagraph 9.6.1 are tie cl a the Cmtractor. an OOZ in said final PERSOAib Ati� PROPH�y removed, is due am+ Certificate, to, iAiETY PRECA f,I' SCIN9tO AND P 93.2 The `-affracor shall r Payment shall be made for amounts withheld payable. 7ha ArchitrcTs final Cert;fcate for P wnptly pay each Subcon- because of them. !'ayment will constitute a further Tractor, upon recrifst of payment from the Owner. Out of •Onditions r representation t1w :he 1B.t.! The Ccsnr.aclo; sfw. sr tee amorrrt paid to ste Contractor on account of such 9.7 FALLIR:E Of r\9aKNT :anal payment uedsr•iniorth the 5u mra.-toes being vntilled If, "Manz inMg and sagservrsmg aN sre key eM�fitgt, Subs tractor's Wo•k. the amount to which said Subco i 9.7.1 If the Architect does not issue a Certificate for !ulidled. e�ragraph 9,,2�� MOgrams in connection sultan the Work Yreca trsrw and tracto.ainted n entitled. refle•clfng the farcrritage actually rc e'aymvnt through not fault of the Contractor,within seven trfrred, ;( arty, iron pawrieirrs to the Contractor on ac- days after receipt of the Contractor"s Application for Pay- 9.9.2 :-Neither the tmai paymen tie• tie remain, ig,2 SUM OF Poirt ks.%liID PREDE 111Y count ap such SubrOonactw's Work The Contractor shall, menu Or if the Owner dot s not pay the Contractor within rained pert-nwye shall ketone due until the Coni� or itk2.1 The Contractor shall take all reaarfru k! pmcau- bY an apprupnate agrement With r&,h Subcooractor. W seven days after the date esNWished in the Contract `ubmits to the 'Architect 'I! an aftidaut Nut all ntraid•s, u+Ym for lbr satiety tot, and stall provide rvaxatdk quire each Subcontractor , make payments tc .`,, >ub- Dpcuments any amount certified b the Architect or bills for materials and equi P+ixec1wn to •cm'ss.bcowL,a,,:gin in similar norther. awa•ded T Pm nl,.rid ottre:ndebtedres: e all Pies damage,inlury or td$to; by arbitration, then the Contractor may, upon 'unnttted with the Work for which the U ON, a his 9A3 The 'kmbit l mav,on severe additional days- written notice to the Owner and property might in any wa ix w. nm may eel fe ed Work and all citft•r OCnans Y end of wile,have y,to d Alto may be Affected N Ittruf lum�sh to request and at his discaetirm, 'be Architect-stop the Wort pitfi payment of the amount or oflrerwix unshed,121 consent of surety,if any,ro flea! S all the Work and ary inateruls and e'Vi•'Wnix*it o any SiaUcprrtrxty, if practicable, information owing has been received, The Contract Sum shall be in. establishing Payment r31, if required by the (hriier, other data be usconso ated themity, whether m storage on Or 'eRaniirig the percentages od canptetuut a Nse amounts creased by the amours Of the Contractor's reasonable R payment or satisfaction rtf all such obhka- Off the ate, under the cm,cu,tody o,.-n not u ,plied tr by the COnoacYft and the acno's taken There- casts tit shut-doWn.colas and start-up,which Jtall be ef- lions, such as mcefp•s, releases and wailers of hens ant- the Contractp or any of hi. Subtt^rttaQOex n by the Architect on account of Work done by such fec!ed by aPpnaprtate Change order n accordance with ing out of the Contract, to the extent aryl in such form Sub-subrpnoacors; A d tractor, Paragraph 12.3. as may be designated by the owner 1"an ' other property at the site w athacer+ the, a, to- y Scared bracts i 4Veflhrr the Qa,ne: rk.r the Arc Infect shall lxa.: airy 9.g A�STAtY1UT 110aR12T10N refuses to fumislr a ,May or w.:m required byby the cerrk^R tars. xe+rubs, tawms, wa".k� PaW ownts. iga"Po 1p nay or It,sir to the Payment of any OWrer, It1e Contractor may(istoitll i bird satxfaclury to rtadwaIM.structures and ahiRes nrot deargryt[q� aria 3aabcpntractw eveept as may otherwise be none'ys 9.61 When Contractor considers that the Work, Or the Owner to iridemm-v bum agaieett any such I-to. If removal- mlc;oatitvs w reolaacccrnrrm an the aara w law. required a designated Portion thereof which is acceptable to the any such tier remains wisatisfied after all p ,.merit, are of construction, Owner, fs substartfaltY complete as defined in Subpara- nude. the COMITWwr shag .eland to the Owner all mon- No Cerofecate lot a graph 8.1.3. the COOttactw shall prepare for submiss on eys that the tatter tg,2.2 The Contracoi stab gne all iantices and cornpty prCgren payment, nor any o tht Aithireat a list of items to be c _ ng Ito compelled and ea Ray bl di horning wrdr all applicable(awl ordmanocex rules,negufabnos ad ^'Kress payment, nor % t partial er entire use or to an rected. The failure to include any items own such If,does f tfen, including al' cosh and reasonable Attorneys' lawful Orden of any praMr:aurlxxf bk at ry bearing On the safer, cy of the Protect by the Ovrner, shall c mfitute an not alter the responsibility,of the Contractor to cum of rrpurtre of am, Work not in accordance with the Con- plele iniur) loses, property or their protKton t•san Aamaf;e. .aft Oocumer•s all Work in accordance with the Contract Docu+rnenh. 9.9.3 If, ahem Substantial CorrWletiwi of the Work, final When the Architect On the basis of an inspection deter- completion thereof is matenti decayed through no fault ttk2.3 The Contractor shag erect and mrardurm, n ne- DAYatFtTTS fA91lYtNp conies that the Work or designated portion thereof is sub- Of the ContraAor or by the fssuaw-e oaf Orde. gtrired bs.existing ciaid;tiom rid -it The Architect may decline o certify Payment and starttialty, complete. he will then Prepare a Certificate of affecting final canplenen, and the ArcMt Change so tt lfimrs, 4�Rm'ns ut the Vkwk. y withhold his Cerfifirate in w Substantial Compfelion which shall establish the Date of the fawner shall. upon application by the Contractor and allreasonable 'Sn1feguards for ,airy and t„gMtwir', y'- tenl 'hoer t in part, to tare Substantial Cand oertfficaticn by the Arrhiretl, and withouf leemrrwtlng hoards,Posting 2daigir signs and €ther warrariya ayarse necesun reasonaWY to prpect the Owner. it M mnPkte .. shall crate the responsibilities of the Contract, make Prarmi Rating saeifr taRuiationv and rtditvir; s opinion he rs unable o make representations o the iirafOu Lt damagear for Wittily.Work, and i maintenance, payment of the balance due tar that owners a� adtactrrt W.iR"tirs, tie+as panned in SubpaNgraptt 9.1.2,It the Architect ere portion of the Work fully, completed and accepted- If the unable IO make representatrtacs o the fawner as pep. v 3 fix the time Within which the Contractor shall cum- remaining balance for Work not fully completed or cot- 10.2A When 1-a use Or sorage of expleno_, w othe. m Subparagraph 9 4.2 and o ceert.ay payment in the peete the stems fisted therein. Warranties required by the acted is less than the reumage stipulated in the Coonacl iiazartlous materials or equyrra.it fv necessan tat ow Air unt of !1st, APPficanon he will roNh the Contractor. Contract Documents shall continence On the Date Of Sub- Documents.and if bonds have himi furnished as Provided execaaloe In the Work, the Contractor shall everc,se the Provided n Subpanagraph 9 a;t. If the Cw;tractor and stamtfal Completieri of the Work w designated portion in Paragraph 7.5, the written consent of the survey to the nmtist cm and cliall cans on catch ac ivfiies tarsi.,, the Ardlifec' cannot agree on a revised amount. the thereof cruel, Otherwise Provided in the Certificate of payment Of the balance due for that portion of the Work -Tersisfon pl PfQPr4%Qualified personnel. wig pnompNv 'issue a certificate or Payment C m bItdfMa) Copletion. The Certificae of Substantial fully, completed and accepted shall be submitted b, the the anioutit for which he is able to make such prpktio n shall a submitted to the Owner and the Contractor to the Architect print to certification of such "LLS 11ie'Contractor shag prompay remedy, an damage ations to the Owner.The Architect nay also dedmme Contractor for their written acceptance of the mspomi- Payment. Such Payment shall be mace under list, terms Or loss mdw than dawager or fens insisted ands. Pao. sly paWnerH or, because of bielties assigned to them in such Certificate.suhrequently dncvyv. and conditions governing final p.ntnent. except the it graph 11.34 to ant prop" rcfened o in Clavws In 2.1 2 evidence or,subsiquerrf observations,he may nullify 9J.1 upon Sufxtanifai C tenon of the Work or dish. shall not constitute a waver Of claims. and 10.2,1-3;arniif in wholli Or n part by Me Cowoxor. arm4l�r or aria pars tau any Certificate for Pavrrnent noted portion thereof and eon appfieehon by the Con- R Payment shop 9.9.{ The making of final ant'Siandmiratta, any Sub-wbedntneln, or anwne,di- ilt5ly Kwred- TP sisvh exeril As "onshmrU a rectk y iridxe[ac e'rrwlayvd by any or le ha Or 01 any. may be tetpssary, in tractor and Payment. a certification by the ant Architect. the Owner i shay warier of all claims by the Owner except tlaxe arising sure for wiy.e acts airy d deems row be habit and 6n odefec to Twork ,tie Owmir from IPsx became of: make payment. r Porn ng adjustment in retainage. if any. from: which the CtIdNicew b fesportsfbfe Witter Clanli W_2 T.� .1 dek(iwe y c4l not ed of rea for such Wink w portion thereof, as Pmvidirl in the Con- .1 unsettled lien. and 10.2.1.3. ao'ipt damage or, toss amobu!Aje to dse .2 Nerd Dirty damns tiled err such reasonable evidence irdf- text Discontents. .2 faultY ar defective Work .,jesting after Substantial all' or Pmissrnrs Of the 0wrier of Ancfutect or ansonr catfwg piobipk filing eta such claims. 9.9 TOM COMPtETIOtt AND FINAL FAVMHT Cornpkuon, eHrectiv Of wxhmcdY Etwiploisall by elther ot thety, - -3 fait" of tow Cofactor to make pa'esnem prop. 9.9.1 U +� .3 failure of the Work to comply with the miluire- Amlya•rut wfipxe Ace sither pi R� relay liable edy To subcontracto m w for labor, nuteriah or Pon "No"Ist Of written notice that the Work is ! merits of the Contract Documents,or rot atnnbt Nbe to tine tadt or esrgbgerrx of eliable ac- equipment ready for trial in.Pes:tion and Acceptance and upon tie- ithe A terms of any special warranties aired Ira th. for. The cvipt of a Real Appliratfon for Payment,Nip Ardriteif ya'N rcVr tM't 01II pMigahans rat the apm ,1111, are in Contract Doctanrsernts. aiiditxre o Ms abkgmr+ms under Paragraph t.ld•1i:N"l Mt\i at11 u^i1W a<g wtm t road ralNsm.•enonr.eau A2o1-i\'6 _.. rot MarnCAy INxtln{}[r4 R(MTEC.x rim NEW win: AVtNL� k��WtD1tRN�iwl.11Sr tYi as ppel'Nf\i e111 C,ErmaAe C'(y+arymn ty iiR rJNrRAt'i r()t(T <iw..-:wIN nTaitn\iw nM1KW•aa!pl.r txz -AalrriCm'pN, pG 7r1, AIA* . .. Te!r Ak1fMr AN rys'"E rt o t ranemc%s r w NEW .cox Meie.4 %-W wss4ENZ10r ta, -siAx. AZP/-1976 13 7 J Tars rrallon d m complete relief w to a accorded in the actor L22 The Contncror shall begun the Work+xs Mc date d 7.T-t 11 tine Camrxt Docnneah, taws,ordMtarpcey tides, nation. No Person odor than the Owner or Contractor am a orders d any public Authority :hall be mcfuded As An ort "i thud can+^�rement as defined in Su by such data substantiating the Conuaetor's r44 to pas 'N+8 Wnr- n Parry a Additional bparaghaph adequate fe may repnee;and re Ml�re'aM' Portion d the Whack to be irmPected, third party to an arbitration wbpse interest a respomi- shall carry the Work forward evpedin�usly oath enrenr as the Owner or the Architect app.oaed,the Contractor shalt give the Architect Mitt a liewbostanhal. Any consent to arbitration involving forces and shall achieve Substantial completion in fte"InContr tt eta magent 1 troy as protected etsewteee in ti+r- notice dills readiness so the Architect may olaehve an additional person or,persons shall not constitute cuts- the Contract Time, inspection, fe"mill or apProva. The Contractor shalt sent to arbitration day dispute not described therein or g.3 OEtAYS AND DMIENSIOM OF TYRE 922 Unless Otherwise provided iP he Contract Doc,. at costs d sud, mspecf:crs.tzsls or approvah can- will' any Peron not named a described therein. The reeeih. cited M public autho ihiPs. Unless otherwise Mr all If the Contractor is delaved at an tune in the Mymenh w r i fare made i m: Woe at t deh s,, Owner shall bear all cash of other i �e s%it sent a anion l and any ocher agreenrenlmiss of the Y grog- equipment not incorporated Approvals. raPeriforhs, testa to arbitrate .sith an additional person o <oru du lire Architect,nor by an employee rk by any Act cor regkft of the Owner y and o bysuitably sided athf sale odic,Sri a;paang'd yj axrsenred to by the parties ro the Charter-Camtrxto separate contractor Y lalityee of either, a by any .ante by he Ormet, Paytnenh may xnuttrfy be mars Agreement shall be specifically enforceable under the "Iny'ed by the Owrser, a im mahvuh a .'2 If the Artimmen tlerrrnwrnes that any Wohk requires revadr changes ordered m the Wok. m by labor by o'qupmhattt sh y x.ind at sane aMe ,al n te'stslu approval which Subpara- a ^r arbitration law. T!w award rendered by the unusual delay m tr disputes few,fire, location agreed span ins wnhng. Payrents tat matirmai, spe(ttM or arbftraasrs shall be lnal. and amportatwn, adveese weatln[r can& or equipment steed on a oil the Ste shag be for n aydh t— does not inwlWe the well upon ntfpdr au- lodgment mat ha entered mom not reaxxably a i cipatable,unavoidable casual' drlioned uz such from doe Oweher, instruct the r on)," a iron x m accordance with applicable law it any court a any causes has, upon -submission by the Contractor d yips ,. such special inspection, testing o a Having tunsdiction thereof, beyond the Contractors.anted. or by de- sale o such other procedures `Atistao," to use Owner. ua trasto shall 8 inSub ,agr the hay authorized by the h the Peedw4 arbitration. o by to establish doe Ownher's title to such matavab a -1, it such Su*e+sore CtPoo as prshisd m Subparagraph in w Nonce of the demand party arbxrao n chat be f.led ant other cause which the Arc erect detemnNrey may roent a otherwise egnr f the N'ork tp Kul 0 4stiesg reveals a failure in vertu lag with the rife pvty to Ihp owner lustily the delay, then lire Contract Time shall be ex- applicable pi s� 'insite 1,. comply with the appf unarance aMd transpprayah to the site i requl beat n d the Con- .from. a d and with the American Arbitration Aron AssoThe retched by Change Order for such reasonable time a the those materials and equpnern stored hap the We. arch Dorumenh. the Contractor shall bear all costs there- +ion. and a cop) sf-:all be Fled with the Architect. The Architect may determine. . meo4imsg campetr *m for the Architect's addihorial demand for admiration shall be made within the time 11.32 Any claim for extension of time shall be made in �� The Catrathsr wammh Prat tick to aP Worn ^'ices made necessary by such failure: otherwise the limits specitted in Subparagraph 2.2.12 where applicable, 1LUmate The and equipment covercn! by n +ever shall bear such casts, and an appropriate writing to the Architect not more Man twenty days after Pa meet Wit APpI.._' ,om tar,. mull be issued PP aysnate Change and i. all oiler cases within tte a re uestmon time after and the cornmerncememt d the delay; otherwise it shall ha Y Pus to the Owner eider by claim,dispute a other matter in qurestian has arisen, and waved. In the caw d a continuing cedar the cumstocnon o upon the receipt of Payment by ti~; J2 Ftpahmd cerrricaes of inspection. testingar a '^ inn esept shall it be Made after the date when institu- 8 y only one claim Contractor, whichoe er occur first. free VA clear d a ton d is necessary. The Contractor shall provide an estimate a liem, calm, security triteness or encumbranoes, heR:P of shalt !are secured by the Contractor and P- legal a equitable proceedings; loosed m such 1,iered by him m the Architect. Vmm+pth claim, dispute er other matter in question would be the probable effect of such delay on the progress of the after referred to m this Article 9 us liens', and ti.a N, boned the Work. Work, rnatrrfals a J.t 1! the Anrrusct is by appifcable statute of Ifmilations, equpramt iOvered M an Vtplcaoc.- ro absent the irtspectfons, tests �.9.3 Unless otherwise agreed in writing, the Contractor R2,3 if m agreement is made stating the dates upon for Pa""Mt well ham beer. acquired by the Contracts appnasals regryhred bar the Contract Documents,he well shall ca which inlerpretatitsns as Provided in Subparagraph 2. or by ayy other so P+omply and where practicable. at the source of m` on the Work and rtaimiuf its progress during shall be furnished, Men no claim for '� p 2.g tarnishing materials amid P ing Work at Me Ste o any arbitration proceedings, aed pie Owner shall con- delay shall be al- equgxrtemt kx the Pester' stri, tine to make lowed on account of failure to furnish such interpreta- teat ro An agreement under which an imaex therein c- '.8 Datum payments ro the Contractor in accordance tions Lord fifteen days athr written request is made for an encammMarheT thereon is rt't+met y} the-elkr or Mtrr with the Contract Dxumenl,. them. and not then unless wax imposed by the Contractor a suc#n other .R.1 Payments due and unpaid under the Context such claim n reasonable. pM.rspn. umerits shall bear interest tmm the date paym nt is ARTICLED 111.11 This Paragraph 83 daft not eac#ude the recoaery 9.4 AMFMPAVMp E at such rate As the Partin may agree upon in writing of damages to delay by either Parr under other provi- 9.11 The Architect wail, wtmn seaen days ate, the tie on the absence thereof, at the legal rate prevailing at TIME svr>ns of the Contract Doc anon ,r. ce+pt d the Coneartas Application for PaymCrC efdr� :sate d the hofect. !lt DERNTTK)M issue a Cee Contr fors Ap lic io the Owgha, wNM 9 ARRI1RA110N R,t-} Unless otherwise Peawided,the Contract Time is the ARTICLE 9 cnsPY to the Contractor, for such aetnouut as he Archrie�' .1 All ciamirs. disputes weer the f aed other msaliers in question Substantial Compleperiod q( time fton d the Work lasted in the t Docuyej,M for defined m Sub- wort"mines is g his reasons p�� due, ol entity the Cue,As +- the OwrNr anshg put of o r PAYMkhTS AND COMMfT10N w.ti:n atldholuhe� a Gnmsicafe as pm itthg to the Contract Docor+ents or the breach there- Paragraph 8.1.3.including authoizeA Adjustments thereto. 9.1 CONTRACT RUM sided in Subparagraphs 9.6.1. except as PNwided M Subparagraph 22.11 with re- 41.1.2 The date of commeyrceupept of the The Contract Sum is related i Work is the date 9,1.1 n the(sorer-Crxuracto 9-u The is'au'^re of Certificate for ply mfM will wn. t ha the Arcinitct's decisions m nLatrer• rearing to established in a notice to Proceed. li there is no mtfce to Agreement and,including authorized adUustmenh thereto, slime a represcmtatum by the Architect to the Ounher ,titre cN`r4 and tefoo" for claims which have been proceed. it shall he the date of the boner-Cmtractor is the total amount payable by the Owner to the Contrac. based ore his obsenatom At pre site As provided in Sub. ned by thf making a Acceptance of final payment As Agreement or such other date As may be established for for the Paragraph 21.3 and the day performance d the Work under the Contract roe Payment that the Wrack h mponft the on aced by Snation in Accordance and y the shad ru de_ therein Ddcunrenb. progeuad ro the POWA try armhation in accordance with the Construction L1J The Date of Suhsta:utiai Gonuplelion of the Work or 'fKbcated;that.to the best d his knoimiedge intrx .mm Arbiiraton Rules d the American Arbitration 92 SCHUME OF VALUE and belief. the fµaity of the liMA is m accoda we vipi txsn then o Admiramint;tion oikss the parties mutually designated portion tieredf is the Dale verified by the 9.2.t Before the first Applicatrm for PavmenC pie Car- the Cc"Aict Donaments,subKct to Are eoalaitiots d the otfonaMPse, No �bit tish shall include. out by o M+timB Architect when cramtrhrction is sufficknntfy cmrple[e, in trachx shall submit to the Architect a schedr:le d values Wok more Codxnance with the Contract Docc wmeeks the EOertraet Opeunserhfs SfaA imdude, by comotda- accordance wuh the Context Documents. so the (Isomer allocated to the various portrnns of the Work,prepared in upon Substantial CompkMse to the nriyhs of law subw 1`41010r or or aehy other Maumee, the Architect. his can occupy a utilize the Wok or designated portion such form and supported M such data ro substantiate iR qo+t lets lovers a cahwltams except by wnfhm consent con_ tferepf for the tax to which it is intended. required iH a performed under Mt Contract uKt a specific reference to the Owner{mlt con-twinor accuracy as the Architect may require. This schedule,on- Dmwnergk to moor drviatirms hrph the Contract Docu- r on$ A and signed re the o th Architect the (Toner, the ILIA The tern day as used in the Contract Documents �s objected to bs' the Architect, shall he used curly as a n+enb axrcetabk peio to rartWletwn aed m.any specyfi: IraOpt and array ether shall mean calendar day unlns otherwise basis for the Conractoi s Applications for Pavmert. gwhricadotm s(akd m his Certificate): and that The Con- rtratppn shall include Person t ro be fairhed. No cl xgnated. specifically -rache is e"Wited ro by 93 AMUCAINM FOR PAVARMT prymnerht is ilhc smatz»1 ct+rihed.consolidation. friendlier nf , Mh However,by issumng a Certificate roe Payvrewt ithe Aedti- d*(free nanrner, parties ether than the Oweer, the PlOGlF$Mt)COMPlET10N • 92,1 At least ten day_ before the date tor each progress test shag n h ot ereby, be detemed to represent That he has tractor and any peter Perham su6stafliAly uWdved 8.2.1 All time limits sated m the Contract Documents are Payment established in the Clo ner-Contractor Agiveeenent, recede esdnM�ve a cn simmaus m,,rue mapactwrw M a «xnr*tcsn question offact or law. whose presence is of the essence of Me Contract. the Catractpr shall submit to the Architect An itemized check the quality a qum6ty,d the thole or that he has yAtfOMeNa Atn�-- Application for Payment notarized if required,supported reviewed the oonibrcam moans, mfghods, fectutiitufi 4201-1476 A,.N♦it,reu. 1 MMCM Morn on M A"rec . s�irn�iiw ' 'rrnmuscxtr�tnrtfar.anfcattr sea roars AYtNer, N.W. WAtraN6iar, D.C. dart Asa BOLllawltM AaN.G[mW CixeMflO>a M Ire Cpriraecr ihx CLaaIB![Trpm.ltetitTrM taetow.J1WGM a1A AMM•O i06. am MntnCAn Plynte�rt of AICHMCM 'ra rfov wraa Avian.N.W. wlSr,+V:rgrt Mce igath AM "M U and(2) is caused m wMk or in part by arty,rseglrWert act such proposed person or mlity. failure of the Owner w separate contracts in o?,omission of the Conhactrx,any Subconhxtor,anyone Architect to reply Promptly shall constitute more of no the r'k or,the s with ,,, ; pa lion of mid charge the cost thereof to the contractors reseomab:, -ecHy f"AMIty empkged by Ant.of them w a Protect w tally-r wok on the site ironer these er similar themiw a': the.a,cluma shall dehmmre to be;us[. `- whose acts any w ihens may be liable. regardless of reasonable objection. Conditions of to Cimtrxt. If - He Contnctw claim; that Wnether w rql it a caused m part by a Party indemnified S2'2 Contractor styli not :rntrxt with any such delay « additional cast is Mvohed because of such 'mtmu nder. Such obligation shall rot be corsstnaed to rK pry arson or entity t0 whem the Owner or the action by the Owner. he shall make such claret as pro- ARTICLE 7 Architect has made reasohabk objection under the provi- vrded elsewhere m the Contract Oocummts. gate,aFsicge,w atherwrse rrvsitce am other truedight t Mfr- s of md"Muti which woutd otherwise exW as to a r Ohs of Subparagraph 5.2a. The to ore shall not be its When separate contracts arc awarded for dflerent MISCELLANEOUS PROV15101N5 Party m Perim described in this Para nv required ro contract with anyone to whom he has a rea- graph 4.18. {nopfons of the Pnsµcf or other stark on the site.the term 7.1 GOV6kING LAW ULA In any and an C'ISW4 against the Owner w the S.L3 If MKOwne Cuxttrxror h the Contract Documents in each use dull Arclrrect .,r my nN dent agents or 5.23 If the Owner or the Anfiftect!sus reasoable obfec- mean tlt Contractor v..,, executes each tmployee .A the Contrachx, employees by any titan to oily such proposed Person or mety', the Contras- separate Owner. 7.1.. The Ccmtrxt shall h any Suticsxnhactor, amoe Conhxtor Agreement lace wince governed by ife law a It, reels w uxkmc&f ernWhoved by any of them or tot shall submit a substihxe to whom the Owner or the R Project is located, for whose acts Arhyxhe Architect has no reasonable objection, and the Contract 6.1.7 The Owner will 'cation obi anT'd ' may be liable, the rtidetnnifi- Senn shaft be increased w decreased by the dd:-�rence in work of his man for rcle for tf a C4L orate on Ot the 7.i AKA Mp a Con1t rgatm--- under this Paragraph 4.18 shall no be cost occasionedappropriate forces and ac each separate conhaclor 721 The Owner and the Contractor each blinds home' limiteof d In am we, br airy fmotatron on the amount or Charm Order shall be issued; however, no ncrease n herewith a urkof fded in Par the racto. who shall <Ooperate his parhim. successors. Assigns and Iegu mismser4m,.r she darmallft cOmFieftsatiar o bevePns payable by m the Contract Stars shall be allowed for any such substitu- p all aph b.2. to the other Party hereto and to the parhurs, sssetws;, w-wkne:T's c'tan my acts.Subcontractor hater workers ton unless the Contractor has acted Prone'-N and re• 62 MUTUAt RESIptiSWllTy assigm and kgd"Mre tOnes of such other path to re- e'm employee spent am disability benefit Acts or sponnsnety in submitting names as required by Subpar*- 6.2.1 The Contractor stub afford the Owner and separate ueicdn se Covenants, agreement and obliparbans ents. Neiflxt � graph$.2.7- contractors reasonable opportunity for the introduction Contract seaR Pasts to He 1R.5 The obtiganons of the tontraaiw under this Pan- S.26 The Contractor ,hall make no substitution for airy and storage of their materials and anign the consent of t e srbes rasa whole raph 4.18 shall n«et wrid to the liability of the Archi- Subcontractor. equipment c ono the without the MS written , morel t the o o r--v ,.hdi the feeI,tin Person or entity nab le objection selected if the his Work of their work,and shaft connect and agmo o esrMhoYwes,arising tail d nth the preps- Owner or Architect makes rcasonablu objection to Sufi lotion .r Alry�rn at of maps, drawings. opinions, reports. his Wok suite Hnass as by coordinate Contractor der, any moneys due w to he'r, co date to reYs. c substitution. ments. . required the Conrract Docu- him w ender, rnH+.xst .pie previrvus written comas4 of hang* orders: designs w specificatoers, « 12f the Ousrner. gmcig or or the fails"to give domMons or iristroc. S3 SURCONTRACTUAI RELATIONS 62.2 If any Part of the Contrachx's Work deperths fix 73 sAtlT7Eh7 NOT" by the Anlutert. his agents or emplovees provided S3.1 By an approp.:ate agreement, written where legally Proper execution w results upon the work of the Owner A^lh gnafg w failure to Roe is the Primary cause of the required for validity. the Contractor shall require each or 7,30 "TM nonce shall be deemed to have been P- P ssn7r rag Wite the Wackx. ,he Corti, Shan, prior, to served it tichw red in person to sire redo irkrai o ntt+nh"r w d'mage. formedSubcon the S the extort of the Work to be ar- rweedi th promptly h report to the A�cN- ARTICLE S tormerl by the Subcontractor, to 6e bound to the Con. tect any apparent discrepancies or defects in such otherof the lion w entity w to an off;, ut the m.-pocaunn for tractor by the terms of the Contract Documents and to as. work that render it unsuitable hx such whom 11 was iPlernded-or of dehnemd at o v_t to reps- proPer execution sown SI.KOhTRAITORS sine Contractors the Contractor all the obligations and re- and results. Failure of the Contractor so to reran tered or ce.,tied mail to If*last towns,Ado,coati to him who gives the mn., 1 OBIItIT10N sponsibfkties which the contracts, by these Documents, constitute an acceptance 0!the Oa+m-i s o separate con- assumes toward the Owner and the Architect Said agree- tractO work as fit and 1.1 A Subcontractor is a person or entity who has a di. mint Shall Preserve and prrm ct the rights of the Owner cept as to defects which may proper to receive his Wink• ez- 7.6 CLASS the DAMAGES t cmihact with the Contractor to cry by others.wbsequentiv become appar- 7-lT SltahiW either .ks the Contract sutler mryuty« Perform a re the and Ire Architect under the Contract Documents with re- rent in such work'nrk at the site. The erm m Subcontractor n referred to spect Io the Wort 10 be performed by the Subcontractor damage to Person or properly'because of an act or omit- nxighohit the<onlnM T)0cummts as it singular mhum- so that the subcontracting thereof win not Prejudice such 613 Any costs caused by detective or ill-timed wok sion of the ot1pf sum«of Aviv of his empkasees,agar and masculine in gender and means a Subcontractor rights.and shall allow to the Subcontractor,unless specifi- shall be borne by the party responsible Heaefo, or others,for whose acts he h legally, liable rhaim*hA be his audsorimid representative. The term Subcontractor rally Provided otherwise in the rontractor-Subcontractor made in writing to such other party Within,A reasotwbile not include any separate contractor or his subcon- agreement, the benefit of all rights, remedies and redress 621 Should the Cwnirartw wrongfully ruse damage to time after the irxt obsename of $u,Is rn;un M dsmage- actons' again,,the Contractor that the Contractor,by these Docu- the work Or property of the Owner•w to other wok on 12 A Sub-subconnactor Is A person or entity,who has a merits, has against the Owner. Where appropriate, the he she, the Contractor shall prc-Aptly remedy such dam- 7'5 PFRIORMANU 50ND AND IAROR AND reel w tnduen contract with a Subcontractor to per- contractor shall require each Subcontractor to enter into age as provided in Subpa•agraph io,. 5. MAT9HAt PAYMENT BOND any Of the Work at the site. The term Sub-subttm- """far agreements with his Sub-subcontractors. The Con- 73.1 The Owner shall have the nght to requre the Col- xia n referred to throughout the Contract Documents tractor shall make available to each proposed SuOcon- 423 Should the<tantracinr wnmgfullY taus!damage to tractor to furnish him*coverumg he taohfuh performance if sfnguHar m namber and masculine in gender and tractor, Prior to the execution of the Subcontract, copies the work or property of any separate contractor the Con- of he Contract and the pavmemt of all ohligatio»arising+rot * Sib-subcontractor or an authorised reprrsei'ta_ Of the Contract Documents to which the Subcontractor iractw shall upon d As clue notice promptly Attempt to settle thereunder if and mQuimd in the Bidding Document- win be bound by this Paragraph 5.1, and ider y to the with such other contractor in agreement, otherwise to or can the Contract Documents. Ntereol Sutcontrxior any terms :In"corditiom of the Proposed resole the dispute. if such separate contractor sues or AWARD Oi SlMg1TRACTS AND 0"" Subcontract which may 1 at variance with he Contract initiates an arbitration Ptore^ding against the Owner on 7A RIGIHS AND RDq®6 CIJMRA(7S POR PORTIONS Of THE WORK DOCUTIents. Each Subcontractor shah similarly,make cop_ Accont of any damage alleged to have been caused by, 7AA The duties And Ohirgatiems nwPOsed by the<orirM 1 Unless otherwise required by the Contract Doer- fen of such Documents available to his Sub-sfrbcontractors the Contractor. the Owner shall notify the Contractor (kicrirtrPnr and the rights and remedies inathe C hare. the Bidding Documents,the Contractor,As soon who shalt defend such proceedings at the Ownec's ex- under shah pp m addition for and not a hmnuiian at any x4obcabie after he award of the Contact, shall fur- ARTICLE 6 pence, and if any iudgment or award against he Owner dudes nbligatom. rights and -t not A s ritaboo sa am- 1 to he Owner and the Architect in writing the names arises th-refton the Contractor shall pay or satisfy it and posed or avadable by law.the persons or mbb,,(including Hose who are to fur- WORK By OWNER OR By shall reimburse he Owner for ail attorneys' lees and "Wenah w equipment fabricated to a special design) SEPARATE CONTRACTORS court or arbitration costs which the Owner has incurred 7.6.2 No Mion or,failure k�act by the on, Anhir4t iw each of the pnrxnpal portions of the Wrack. 6.1 OWNB'S RIGHT TO PERFORM WORK AND 63 OINMM RIGHT TO CLEAN a or Contractor shall constitute a weiWr of any righlt w dWV Atdgielt will Promptly coyly to the Contractorin TO AWARD SEPARATE CONTRACTS afforded arty of them under tr•e *cry'ling aMtirV what -or ro,the Owner or the McAitetl. El.t The Owner reserves then tit ro 6.21 If;dispute anses between the Contractor And Seim- such Action w fa:ture to x i .a.Mv an iron s al due aPprmai of« nmseshgation, has reasorabk abjection Ip my fated to the B es, and work award rate contractors as to their r sibility (or any brexb thin�•pistta,a*c"pt x may,be _- Project with his own forces, and ro award "sport clearing up �in Asa npeitaerl saw. as required by Paragraph 4.15, the Owner may clean ep specificaBY agreed in writing AUMtIPL ArAe. 1 A . GtMWAt cdiontoee w Tact mrmACt raa r-orertucrwx.naantNm[o[tom A�,sx --- e nil ARR RcAN mermen[«AnORNCTS, tin KW sat AYhNt. w.w. Ara aoaartm1 4tn•.usaw CONDMO"ot me m+aacr MR-- --tig"O.r;.�tyy-- hxA.vnrrGtas,, P.C'. AM 114a S i•*a. 71K A[M'eKAN erol ,te 04 AeOnims. inn Heir you KwR rw wkimnGrcei oc =* A2011-11917e 11 Arclulect tot any damage resulting from any such ices. In'enses and inspections ttece;sa�, for the Proper �t ��s�0w Worm pern,in the Contact Dottie executan rid cff b t tire Pro. The Progress schedule shall be mf hed lmnwns of ;he Work shall SW perform rNy ronplHron of the Work which arewhitcustom- ts, to the extent be in Accordance nv,Or trek u an Pixtim of the Only secured after execution of the dram r and which tract Documents, and shall required the Con- proved submitWs a�' T time without GDraxl Documenb w, ,,a or are legally required al the time the bids arc recen;ed. Provide for expeditious and aoPn*ed Slap Drawings. Product Dau or Practicable execution of the Work, 4,/3 USE OF li1E I--succh Portion of the Work. R,7,2 The Contractor shall give all notices and comply 0•11 'JOCUxIlban AND 4-13.1 The Contractor shall conD wsM Ail laws•ordinances, rules. SAatPl6 AT TIIF SRE ere operah..ns N the , S.-Co15aN AND CONSTRUCTION PRO(15NJRE5 regulations and lawful or- 4-11.1 The Contractor shall maintain at the Site for the to areas Pco..rtted by law, ordinances Pe+mrts art the 1 The bw Skull shalt der of any Public auihonh bearing on the per:ormance Contract Sipe*vise and dried the Work, of the Work. Owruer one recorci copy ur all Drawings, Specihcaawts, Oonnrients and shag not tmrraxv,atrly escaas.his best skid and attantwrt He Shull be sole rc Addenda, Cha her the SIN with am matenah or ,rsible !or all 4J3 M ,s not cite r nge Orders and other Miodificaowis. m equipment. tWtstnapiot means, mettads, reds- esPonsobiliry of the Contractor to mgood Order and marked currently to record all changes 4'14 CVI71MG AM lMTCINNG OF WOK sagi•ericr and procedures and for coordinating make certain that Nee Contract Documents are in accord- g construction,Of the W anal approved Ship Drawings, a,t�.t The Contracep shall be responsible for aallcuttugt oorponsWork under the contract ance wslh applicable laws, statutes, building codes and Product Data a nd Samples. These shall be available to 4.14-1 patching that may be required to The Contractor slang regulations. If the Contractor observes that any of the tire Architect and shall be dehvcrn d to him for the(Avoer Viv wk or to make its several complete tie Y.re aRs and(Intuitions of his ens toyr b the a Coon,"Documents are at variance therewith in any re- upon completion of the Work. parts fit together Prope&. s and i!Sm• agents and i'nuPlWees' Subconhac- sped lie shall promptly rwtih the Archtect in writing, 4.12 511a DRAWL 4.14.2 The Contracm shall not r'r^Plo!°rrs. and other person aed any nheaessary changes shall be accomplished * ap- �• PRODUCT DATA AND SAaVLfS Portion of the Work or tlr wor of Ow�ntr or apti Ant rfsS�ng any cf the -VOA cinder a contract with the Propriate Norificahor. 4.12.1 Shop Drawings are drawing,,, diagrams, Schedules >eparate contir,"i c and other data by irea at. patching, The or tatlierwue 4.7.4 If the Contractor Performs Any Work knowing it w specialty Prepared for the Work by she altering any work.or by etaavatan. the Cnntracttrr shag Tim CesoCac(o• shah not be retieved from h:. :. �. be OC"Inary to s;;eh laws. r dinames. rules and negula- Contractor or arty Subcontractor, manufacturer. supplier not cut o wFoeevvsse alter the wsatir of the OsaYe-or Ntra an PNsonn the Wort. In x or distributor to illustrate some Portion of the Work. Separate contractor a - tract ivo uments either accordance Or with the trons. and without such nonce to the shall tear all shall Owner and of such Accept ants the actor consent of the by Nye f the Cs t dunes of a"rfbuturrm bull responsibility Neerefor and shall bear ag rnsts Performance 4-172 Product Data are illustrations, standard schedules, shall not unreasonablya Contractor the O n" racaor Arch:NnT n hi.adraans h miq Of the Contract. or by attributable Mercro. performance charts.rnished by t brochures.diagrams and i withhold to c the Owner vac orw tests o approvals required or performed tin- other information t or furnished b the Contractor to illustrate separate a Work- his consent to cutting p Mise+wise Paragraph 7.7 by Persons other than the Contractor N ALLOMfANCB a material, product w system for some altering the Wwk. 1.O.t The Contractor shag include in the Contract Sum Wrack Portion of the UOOP As1D MA191AdS all allowances stated in the Contract Documents. Items I.1S CLL4NWJG TV 1 Cl dens othenovi Provadeid to the Contract Dmu- cowered by these allowances shall be Supplied for such 4.12.3 Samples are physical examples which illustrate C15.7 The Contractor at all tames slag keep the premses ts, the contractor scull pmvnk and Pay tot all labor, arnnunts and by such materials. equipment or workmanship and establish free from xCumutation of w•Ae materials or r bbith treaty, equgiment. took, constructor Person as the Owner may direct, standards by which the Work will be judged. caused by his operation. St the completion of the Work RWSh"K"a -ter. heat. Woloiaes. as Proper Brent and but the Contractor will not be required to employ persons he shall remove all his waste materials And rubbish from hies� services ti Udall ry for the ation.and other against whom he makes a reasonable objection. •.12.4 The Contractor shall review, approve and submit, and about the Pro" Proper y Or per- 4A2 with reasonable p corrand b of the work, whether temporary.or per- Meet unless ortnerwise provided in the Contract Docu- � � Pthe Ines and t such sequence as ro in n equil>meM,mat chinerv�arid ag fun tools. Cf.'arstnK- aof whether w cause no delay in the Wok or in the work w the Owner. Surplus not rtnorpoated or to be i:ycor• min115: or an 4-15.2 If the Contractor fail to clean co at the aced m the Weak. .1 these allowances shill cover the cost to the Con- y separate s required all Shop Drawings. Product es,otgge. tractor, Data and Samples required by the Contract Documents, non of the y1"ork, the Chum" tttay do So as provided in The Cmhactor shall at all aT,es miume Strict din- less any applicable trade discount. of the Paragraph 3-4 and the cost thereof shall materials and equipment required by the allowance t12,5 gY approving and Submitting Shop Drawings. Contractor. I,a be changed to the oo tne gtl a Work order anon"trot employees and shag raw delivered at the site,and all applicable taxes; Product Data and Samples, the Con odor trip' unit Prison or anyone not ,2 the Contractor's costs for unloading and handling he has determined and verified all materials,fie d#noeas, 4.16 C INWATKINS m the ask assigrnN{ to him. on the sate, labor, installation costs, overhead, 4.16.1 The Contractor shall fo� red all communications WARSANIy prof- Of will d and field at he s c checked related [hereto. I'and ore% expenses contemplated for the original the will do so, and that a has checked and coordinated 4. the(?caner through cite Md+rice 1 The hatttrAetrN wanly ro the punt and the Out in the+halt a Included in the Context Sum and Hye information contained within such submittals with 1.17 ROTALTM AND PATENTS tern that ra mitenats and not n the allothe c rice; the requirements of the Work and of the Contract Docu- tMs Contract wag 6e nra unlessequipment bmishdf .I whenever the cost is more Than or less than the menus. 4.17.1 The Contractor shall 1aay. a8 "Ain", and florets,, and that a0 Work will be of u lldyvvne spree- alk-Ance. Nye Contract Sum shall be 2?usted ac- fees. He stag defend aff suits or dwou br mhingtnsent good Ith th. free from 1.12.E The Contractor shall not 6e relieved of y Patent rights and de(u!cts and n rwflornaawe with the Contract cordinRly � Change Order, the ammunt of cvnich of an thi, Owner A I Work rto coNfarmutg to these wre wolf re ruse Changes, of any, in handling costs on bility for an deviation tram Nn r ins• tram loss oo account Thereof, � �r�s y 'egsi rsmtenh of the sxwhe that the Owrstr slag the site, labor, imtaitation costs, overhead. profit Contract Documtytts by f#te Archak.Y's approval of$hop be respmtaMe, for all such less whena particular nc+t Mopery approved and and other Drawings, product Data or Samples under subparagraphproli or � Product of a Pair calla marndxtu�or ale . the be co Actorred defectn a. If requiural by xpertses- 2.2.14 unless the Contractor has speclfKath,informed the martufxmarers is specified. but if the Contractor Its ran 'SAS It oi.the Co and qu shalt fumash sativand a equip- ;'q SDABWl@yNyiT Architect in writ- son to befiese that the dent as to Nat kind and t limit of mathe p and tints of ecc'h as given at the trine of sub- gn, ptoceu or product s,peci• egtxp- a.Y.l the Conitutor shall mansion and the Architect has given written Approval ro tied n an nlnntte'trenit of a patent.he shag be rtrsponibk This warranty :s rat limited by the Prtwisoor., of tender: and oeressarY assistants shallohe in Attend- the specific deviation.The ContraUw shall not be relkved for such loss unkv he pone ptiv gnus ach mformatiar to t 3.2. antce at the_ TAM The tin Project site during the Progress of the Work- fr'TMn responsobilfry• for errors or omossionv an the Shop the Architect. roe Siam icatoerns t shall represent the Contractor and -11 Drawings, Product Data or Samples by the Archt shop ♦.TO INUL 4N4CATWk Tlee„[pnuxtor shall pay all sales, cwnumer. fiver ro the superintendent shall be as approval thereof, CIS t To the hailer extant sun tar axes for the Work or use bonding As of given to the Contractor. Important commu- pemmtled M law, the Con- Portions thereof rocahors shall be confirm a.t_.7 The Contractor ,,hall direct tractor shall ' Itamdess the Ovi,w and by the Contractor which are ally enacted at td in venting, Other comn.uni- .wings. attention. on mdut the and hold bids are leg cations shall Fee Sr confirmed on written wrung le on resubmitted Shop Drawings. Product Data ago he Architect tLa and the,.• :ems and d vemeti houruting and receoved whether or not Yet effective. case request an each or Sample>, to revasaws oilier than those by against at c g e`peesses,�, PMRS, F AND NOTKU the Architect on requested but louts.dam,. es,, lose_ and prehrious siibmitrals but rat IamikA to anroi.yeys' lees.arising our of a ressdt- R.70 PROGRESS SO�if1E mg from N.e Pef{urrttaMe of the Work. provided Oat lAxless oMetwise Provided m the CmtracF Docu- {.li.l The Contractor, Immedately after 6ein Shop ra pnrtron d the Work r Sample submission of a awry fro <tram,damage.Ipa o 1. •s avidw aWr One Cottbaclor shag secwe and pay for the Docu- the Contra 8 awarded �� Shop Drasv any. Product Data w Sample shall 6e crNry- An bird, n i'*{wNse i. 1. aced o16er pennin and iSm'emniewtal and A t' Shia" Prepare and submit for the Owner's men,ed until the subrra{Ital has been a Pr1'• s^�i'ss• disease or death, nr m mtay, _ rdtitM•s information an estimated ro ar h ed r a, n pprosed by the to w destruction of unglbfe We�erty rather than the P Bress sched- aaa g A1M p uvuded in Subparagraph 2 214. AD such vlork itseh, inchad,ng the loss of use result.,nit therelnwn, 1fPi Atyt.o ran. me aanitaCAnCDNd1gM o tNE COnriMCt aq'CONSTRUCigN•TNRtE7Ntm wrTgN.AUGI,YT tfii _. -. _ a'nnitaiE M App Act pU(iwiaNT AaN•CAMILM Cr,ADitarn Dr on CONM4CI rrlt fl)N3a lEf:fa, 1r8 MW"ONI Awr'or- KW., WwyNINGTON, D.C. aeNt Au+. si iru• rM xafIXAN bNSrnmttE w AaC1nTFt($, vw NiW y0aa AvlA\TwttR%1%, wtKlr+a Tatliii s:e1-IM r the ArEhiM rc L The Ahilect will base authority show martwhty at either, and rill not be liable for the ad op titbit{of the Owther,unity to the exterht provided resu:' ,' AM interpretation ordeavon rendered in good t2.1i The Architect will contort inspections, to deter- 32.5 l7nkx otheews.ee thheCo tract DocurtRntz, hr*, otherwise mM.l,ed faith �n such capacity. mine the daces of Substantial Completion and final coin- Prowfded m the Contras, Do,, - atsinenmt mac pletton, will mo," and forward to the Owner Cott- the CwNrartm writ be furnished, tree of chage Ill. tordante wrzh Subparagraph L2,11 The Arr*ir ct s deco ons in natters relatingto OwnpYs review for the ail copies of Drawings told Speoficaeo•n written warranties and related docamherts essaty'or llne eaRcu:ron m4 the Uforlt. reasou6h nec- arhstic effect will be i+n:l if ewhshstrl with the +mr[of required by the Contract and assembled by the Contrx- S1he ArcMEpt sc visit the ate at ntervais Appro- the Contract Documents, tor, and will issue a final Certificate br Payment upon ''� The Owner scut forward aR rrspvrhtroy M ire tic sage or `c'n''rs�ptl W faltn!mrim himself compliame with the r uimmems of Paragraph 9 n Cortrattor theatgh hat +lsthfteci ally'wide it*txrteness and quality of the Work aid 2.2.12 Anv claim. dhsp:Y o other matter in questis,nthe an general It the Work n Peoceedins in ac- .fie h test tweeft the Contractor and the Owner referred to the 2-X17 If the Owner and Architect agree. the Arintect x2.7 The toregosrg are in asld:l,on U giro dirtin wads the Contract too make ttow'ewer, tte - except those 2elating1 to artistic effect as pro- will Provide one w mote Protect Repim a tames to responsibilities of the Owner arurvmra ed hirm. And And hrtect -3. a be reGtrired to Hake ex' or�- bided in Subparagraph akin and except thpx wfuch have assist the Architect in carrying out his responsibilities at enpecalh lhose +n respect tx, W'ok b1 Owner, vac Ipt ohW% tivecimew to check the gahty.or quart, been waived h the making or acce}tante of final pay. the site. The duties, responsibilities and linmtatiow of Separate Conhactrus, P.1flttRrhlS ,bid Completion. of tte Kruk.Cm the bass of hn on-01ir obtenaocars went as pnnided in Subparagraphs y.9A and 9.°.i, shall Auttsority of any suds Pro" surasue in Arfit^' 6.4 and i t reaper a� In, sub Project orpor fed I"e shalt tr as rn artfith h he Will ►not the Corner informed at the Itrt to ever.rat upon the written demand s ch act forth in an exhibit to be rnmrporated in the Contract 3.3 OWN[" REGNT TO star OE view d the Work. and will erafruxu to giant the then pate.However.rw demand for arbitration of any such Dsr'uments. against defects and def(ciencme in she SSork of the diem, chsoute or other matter may be made until the X3.1 If the Contractor talk to correct demcmic,Wwk as actor. rather of M the date on which the Architect has rendered 2.21R The duties, M-PonsiMhties and funtathorw of au- rMurreo by Paragraph 13.2 M persnilenth fads b earn, A written decision. or t2f the tenth day after the parties thority of the Architect as the Owner's miresentatme dw. out the Wok its accordance with the CgnRact DmDr- The Arthtect twit not be rli,incnsible for and will have presented their ebidlr" to the Architect or have mg construction as set loth in the Contract De vmems ^cents- the Owner, fps A wrigns order wed Presowlk have control or cbagto of cOnst'W'nn me,aro. north- been giwm a reasonable opportun') to do so, if the will not be modified or extended wnthoat written corn. or by an agent specificalY ins estponeeed by the 0wow. K'thrcrgcrE's. sequences Of Procedures, or for satety Architect has not tendered his written decision by that sent of the Owner, the Contractor and the Architect, in wntmtl. may order the Contractor, to stop , WOek "M and Prc`Vwm m Connection with the Wok. date.When such a written decision of the.Architect states 2,1.1e In Ease of ifie termination of the or aco> Portion theroeri, until tr•cause for rauav icier has he xnn not be responsible for the Cruntraetor's failure fi) that the decision is foal but subject to appeal, and rnptQy,,rm m been eliminated htwwerer. this 'wry Quit the Work m accordance with tM Contract Q2 that any demand for arbitration of a claim, dispute or the Architect. the Owner shall appoint an architect chip the Stork shag rip! fight duel on irat brims. The Archhed wfq nm be sp against whom the Conhactor makes no reasonable tab of ttte lFce rive to� conholl o chi rnPrrrtble fir o other matter covered by such decision must be made tuns whose status under the Contras o reasonable shot b- Contractor or Af rxrrtnr Iris ngcsi for the em,"A ore to rite over the ads o omissions of the within thim days after the date on which the party mak- that W the status architect m di. Cy"n 10 other person"a Ally estefi inn the he tractor.Sr$caotraEtos. ru env of they agents oc em- ing the demand receives the written decision. fa•.ure to r Y dispute in connection extrt red by Subparagr�h i1,3. or am other Persons Perlon,+ing an% e,i the demand arbitration within said thirtyds with such appointment hail he subject to arbitration Ys period will re- 3.A OWWWS R1GET TO CAM[at,T TIE WON( soft in the Architects decision becum•r:g final and binding ARTICLE 3 3.i.t it the Contractor The Arvdaitect khan N Al time, have access to the upon the Owner and the Contractor. If the Architect defarths o rtegjr is so cam out wherever It is un preparation and renders a decision after arbitration proceedings have been the Work m accordance with the Contrail OoctrmeaP cacti shall Mcess s' the initiated. such and lads witnn Wosvxde fatalities, hsr suchh access so the decision may be entered as evidence but OWNER seven ton:lien rrcr'hW of rrineo notice ten may Pe'tti his furtchom under the Contract win oKK"'Verede any arinitrAbOo proceedings unless the 3.1 DDINITION from the Owner to (ol9megttr and cammur Q emcocr of such deter{or neglect with drbgerice aid prpwgtoe, nxrhts. ision is acteptabhe to aft panics concerned. the Owner may, ater Sebtm days follow 2.L13 The Architect will base authority to reject Work 3.1.1 The Owner is the person m entity identified as such Contractor of an additlmd wrtten 'eK'W ®aced.n the Architect's observations and An ewalu- which does not conform to the Contras Documents. In the Owner-COmractor ruv±Ee ate wi7fAut rot the Contractors Agreement grid is referred to preihdfee to any other mineds he may have make Teed .Iced wall de rim Applications for Pavmenl, the W+h�'er, in his union, he throughcwt the Contras Docunsenh as l singular m rum, h fie the.anhourhts owing to the Con- °p On ofeth it necessary a her and masrtilirne in t4lniencfes. in such c� An appropriate Change :,r and will issue Certificate, for Pavment in advisable for the imPlementatfon of the intent of the a'm in2 . enatrve,t%�rneam the Orrin shall be issued dtrhrct pAanen;s Ms such Contras Documents, he will have auihori ro Owner or his •nts.u provided re Paragraph 9.a ty, require o thrreafer due the Contractor the turf of comictiAK special inspection of testing of the Work in accordance 3.2 INFORAtAT"N AND S[RVKB REQUMW such defciencreM. 1n(ludmg c ropaw"o et for the A.�- The Architect will be the imterprefer o1 the require- with subparagraph 7.7.2 whether o trot such Work be OF T1E OWNS tes's adiftionaf sen,sms aside nrEry..sa,y.bs Mach detaidt at. of the Comratt Doctursnts and the judge of the then fabricated, installed or completed. However, nefiber 321 The t'wntr shall, at the oeg4rt o tatute. Such acf rim by the Chum and the >•macxe thereunder M both the tTwnec and Con_ the Architects authhoity ro ad tinder this Subparagraph at the time of esetutien of the Cwner the Contractor atwohmht charged to the Contacts are both subiKl to ur r_ 2.2-13. nw an tkxtsirun hay Rood ar of Contractor Agree- Pilot approwal of the Arclumct. + the pav'mma, eiro C. Y made him u r ha tier mein, fhm de to the C:onrange en spto fulfill ilhisevidence that threaner due the Confracttu are ran .•flhcwoj n t , ;fte Archiles whs render inttepaeiaatipny to exercix or roe ro @kHcfx Muth authontw. shall give he has made finarntial arrangements to fulbg his ohtiga. such amoum e piper e+recvtran o nec'essaty rise to any duty o responsibility of the Architect to the ilia the Coctaclrr shag Progress of the Wok, with Contrachr, anv Subcoatractm tuffir , arty• of their a under the Contract. Unless such masorable evn-is ttvr ownn- pa. tts8 der3erenR to agreed party i c ir�xtthmay make a�brx`- or any other person perfC mmg anventohf the et�uterthemrOsvnrr�trattostied, the tr�rerment or b coetto request to the Arfiieect for such mterprehtiom. menre the Work. ARTICLE • Claims, drsptaaes and sober matters ro LL14 The Architect will review and approve or lake 33.2 The Owner shall furnish all wrryn describing CCNVTRACTOR the Conaattor and the Owner reiatmg to the exe- twMrh as.I Ph�riate ction upon Confiaclor's submittals the Shop rigs, 1 rodutt Data and Samples, but bons{for the site the legal . and le and utility mloic,- of ll OBMAIIDN sir Dorwh of ttu,Work a the irnlerpretatroy d the onh for conformance with the p lions the site of fie Prolecl. and a legal drscrfp[fon of Act Dorvrruhe+hh shall be referred folliaRy to the Work and with the information d- gn kept of the the site, lt.i The i crtravto is the penes-n entity rcicnnfud as 'toe decision which he will render in writing ghxm nl the Contract such in the Owner-Crsntrattor .{ggennenyt and»rrreTred a rcasmrable time rrnR ihlCumemtM, Such xlfOm shall be taken with reasonable 313 Except as provided m Subpa,a rthroughouttO the Contract 13n 91,111M ZS ors sitq{oer a promptness so is to cause no R ads a.7,1, the to terpretatiorw and dect Pr<wal of a delay- The Architect's ap. Owner shall secure and pay for necrssar, appeco th,ftM number and mascutim m gender. The tenor Contractor Ali col signs d the Architect specific item shall not indicate oval of forts.assessmenn and chi Tar c.smizr.-± wfth the frntrt W and reasox>bly fn- an assembty of which the ,,, is a component, trek required for.the tmmrw- theanM the Conlnttor o his authMszed r Lion,ux or occvpancv of permarNrct strcrturec o for per. from'hie m o`racl Dnomtents and will be to writ- 22.1s The Architect Mill orepar! manenl changes in existing tard.ffrs. 42 t OF CONTRACT DOCUNRNTS m the form of drawings, M hits c�IY as mNr- codance with Artiehe 12,.old vein Chance Orders in ac- 1.2.1 The {ermtratlo stag caMunv study and compare and y bit 1h Ch rr,and r to letbrre faitMul n mfnru have authority ro order 3.a,{ Information or services under the Owner's cotrol the ComtaO Documents and shall all once repo, Ks the by lxtth the twx r and the Cotasc or.wfn not 12.4.1. in f W as provided in Subparagraph shall be furnished by the owmr with reasonable prompt. Architect _ Hess to nsafd delay in the orderly AM tor,wtcs�xalntq or nen,sM n he mat ths. --- progress of the Wok. cam.The Comracbr stun nor be k",to tAe Owwe+a Of ---_-----�—_ TfCi chit tONitACr roe ftTrmRfrCnaN."4WMNM EDITION.AUGUST HIE ate OOLiMYMt 4N..GF W IG1L fdAltlOn6 a thR OONTM{l roe Op.K ' Mh�U'CAN rMSIltUte Or AaorltLls 17>l NEW rite AYFhUE, KW., wAneNGToN, O.C. aaa>< AIM. p tA`E. ttn AaaERnCAN rNsnrUTt Of AeCeeHCis,t'aM saw yogi N HtHi(iNTh1 Et%ritLV.AxGbr MR AVEtAtt. Nw.,wsmalo%-A tic Van. ♦2p1-t1'► - ■ �- - GENERAF COVl)ITItt\> OF THE ARTICLE 1 1.22 gy eaecuhng the Convx't,the CenCarnur -Pare M ............ ....9329.st 14.).9911t SttRCONTRACTORS S CONTRACT that hit has visited the vie, famdi load h ll, .....•..•........•..... DOCUMENTS focal. -4 ...,.2.212.2.1*99.111t SuDcunnaiwn.Da6nitan of .............................3-1 c'otditions wad" which the \York p to •, ,• .. . and be pie'tgne .,. a W 11A=4,43,1.4.32 1.1 DFINTIMNS l«ned,a wh ��fir•rAVD COAM►tillm . .f Atbaeesrd Iew the Contract Doclw[[ .. l.l.l ihlE CONTRACT `e bctretacuhn .. a c u S• 454. Submittal> .... ....... .... 1.7,t.10.a t S2 t s 2.3,92, DOCUMENTS 11J The invent d ract Lloun"t, The citudaw Doc"'Iii, is rilcoliw "i"bW .. V. •, ' 1J 76 subrogahm Warier of ..... ........ .. . 9...11316 roir Agmtrcemen,.. the Conditions of the Coma" (General, All ntterts recaxaary thethe('lmper ewectr`wrt and Rani arJ hater ad Atsltdal Ta.menr brit `3 Substaattal 25 o 6.. 1 .... 3 g33.9i..8.1 3 SSuPPleens nnta and other CC all �+liMrss Elraarings, the troll mMtofiyt and wod,,heris bIW. svVill- Eau aa1 EMi T .._.,. : a r.a 11 &A mutio C altar ,inn of . AIO Tl0/@iY,MOTBLlIDt4 Of N 4tlstitlnion d Subcontractors ........... .52 3,3.2 t all kw a. Modifwatwns i prior to and all binding as d regilhnd.�7 iih.Work k+«cowvad iA defm Ora.DeriihWi of ..... 4 12 1 Substrtuhon of the Arthitect ..... ..... ...........2 219 mated after emcuti«k of the. Contract A pact Ditcurtenn welt rim be Workrd 14 a 1 L12 Substitxt of Materials . .. -. .. ..--... ....43,121 4 Mochticahon is ill a written amendment to the Contra"Data.Situp thaw therewith and 7s c"`t"-'1es11 Mill uapialt .`� .... ; : E2 suA•wbinlium mm DeC rtlon of....-.. •.. ..;2.3 s ttrmreried btmbot issaired d+• the n cng, �• C31 a written ne<e;un ro prokpsct the intt th,' a.+3 aemlimm As h Papnalwtr .._ 'B 9 3,9 4.5,9 R a., , 14 subsurface Conditions . .. . ...... ..... ... nnl puioirnt Auto ...... .. .. ..... .... .. . ..7.2 Paragraph-*2.6.w 141 a written Order for mirorM Sub- bm,s twrH wiiih have wepA wn a• :.ode fdrAi4 i.N Sacaewars and ie�Chuacat OrfrnDon er - t tit in the Wont imu d by the Architect <��ragraph �aUM Am used it the Contract hla<eunewt$in accord- . lspass'Lir art Cabbkrliaa PracadtaM.1.2.{2 2.4,{;1,4,10 . 1 ,: -..... t13 Swuperia daut Comarwr� .. ............. C%102.6 124. The Contract nocutMntf do �ntnclude 9±dd ante wrth such mc,191iaed inea[neyls. .. ....... Noy,Ca.seM of .. ........ .............321, 9.9.3 f3sxuments such as pie Adyertisern nt or irwitanon to IJ-4 The organstanort of the ft 1lQlOrt Of PBSONS AND 1 7 4p 4 n to Suneys ....... .. ..................3.._1.163 Sid, the Instructions to Bidders sample the sechom, Aral �e anumpallim of f2r�s latnw ate laws - 1 3.2.1.t.a t a- : 1 4 , 2 !. TAM . . , _ tractor's Bid « funs of Addenda relating to any of $half control the Cone ulm rg , N.ss of wort 13 J 1 , Teruiariau hw The Contractor ... ........... .lit Port not ' .es of lAyieq and Lies 9 u -v 4 TesriwaGonn by the Owwe+ ..-. - yu these, « arty other dxuments, unless spentraih enu. 4"" Subsnrltractors « it �! nt.4 ............. merated in the Owlser-Contras hsr Wok to be eailie hisg the of .. . . ... t_ : •:; a a2 4 t• .a 1 7ermivti.m of lh. ar,s�,..� ...- .... .. 1.2.19 ASreenN*sl. PatorrltNl a artp trace. ....... ......... '1.• - TIWMATWN Of THE (ON le si t .. .14 1.1.2 ENE CONTRACT 1J AND UET OF DOCUVMM 41 A.9 s ; ; Test .. ,,2111 t33,7J,942 htf iw Those ftelorm.ns a 1s,•.s 2 4 a s2, Tire The Contract Documents form the Contract to Corwin, 1J.1 All OrAWings SpecrKataew and nupnee . - .... ... ......g tows. This Contract theeWl 4!1 62,9B.i Thmr. DciiRuu d .... .. .. .ill reptexn[a the enure and integrated furrtishte'd by f11e Atdiltet are.rid slat; rttttakrt firs proR 9.a2,9.42,4).3 Tense..[hilts ate 6pawlolw d .-.. .a3,121,12.3,13,17 agreement between the parties herein And supersedes ail erly.Thev are to be tried onhv with rrge,cl to this Pjo l r CalAi t Doo msN Time h rr is.Sperdk ........ .........220,2212. 3.21,34, Poor negotiations, representations, « atimenierlt,. liter and are not Tobe used on ant other Wori.0 %I* to by to Cwracxt . .. 122.41,a.7.1 4 tl S,3,6.22,7,9 2.By 132,E3,3,92.9 3.1, written«oral.The Contract may be amended«mod fled exception of One contract set lea each p4r1 to the Cara. Or Careaemts SahmrtUh a 9.41,9S 1,9 r,171.4,1/31,ri3,6,11.19, mlv by a Modification as defined in Subparagraph t.tit, trxt such docunatests are fit pie +etwawd « wat+bhy Ohwer and HS" - .....L.74,4.}Q 4.12.SL4513.92 12.2..... 73... ...S,.. 2 7, 93.2,9 the COnin.<i Document$shall not be constvrd to create xconnled�m the Architect ats lad Oaueiea ..-111221s 2Lt173,1{SJ,6.1, illkw wart ...-. ... 9.12,933 any contractual relaC mcpie'at at lM con 6.3 7 ... , .. .... 4 T g,B}/ 9 67.9 7 70 3 t2.11,T2 2,1322,14 tael"OV[WE of AHD COtlK710N OE WORR ... ....13 nonslklFs of any kind between the At. tro^W tM WocF.SuhrnissNrs M 7hiW"bon to frttee 0& 41r/laYnrr ...... .......L17 thice"n rg N Wad chitect and the Contractor, but the Architect stall be CIA, mgu4kws reoilireltleskh W for 00her pwprses ua r lat>.aa> .. .............."112.7 mfitied ro.._....... -rig Ihntarteerh Coxatrons I-L .............. 1I1 per(ort-not of obligations intended for his conrertion with The Protect a not W be c«t^ved as - ... .22.{ill Unit Pikes ..-. .12.1.1.t2t3 benefit, and to Mfcr<4eMnI thereof. Nothing contained Publication in 4krogatign d the Architect s cootrsscx+ taw ... ..... .. m the Conbacl ...... .... . .... ....4t23 lift d Eir .cnh ..... ..../t.l,I.3.1I.5.53 Dacumenh shah create any contractual cegrsnRht M other tef4elaet sstdnh. t. a2.4,11 Ure N Sire ........ S1saP LMaw ungi,hvdtwl flea ate .......... .... .....4.12,62.1 rel:twnship between The C3wMt M the Architect am1 any r v <ae, 1)ocunNwh lad ..... ,. 411 Valuft Sch Jule w ........... Subs i tpf�s .. ..... ............... ..9.2 Subcontractor « Sub-subccrstrxlor A■EB[tE ...._..........._....-._._. .A-10 Walser of Chinn by the Cmtrxior ....L62.G12,A93,1t3.6 /1J THE WORK Pn1Ge a -d - i, 3.12 Warm`of Ctarw by the Owoei ....,.7 AR'C"RfCT AN GnW,Cl and Co,Nacmrs .- .4.N2.6.t1.16.13.12 waver of Liens .-....... --..99...11't_6,1R93 The Wok«rill)" es the completed construction .rquised tkar!rya.OefwuMn a _ - .. 2,1 OBMNI110N _.1.12t Weather Andy$ ... ... 1216,lSh 93.3,9..,,i,9.91,17 L2 by the CMntract Docurlsents and includes AB labor nieces, D6waagr.Ptadact sANa lei Sarphy ...1 s la.t2,lit Weather Delays . the d 4.17-62.1 ... .. .•..-•l31 sary to produce such coast uchon, and all niaimoah and 11.1 The .A%-iect b It, person yniD,AtdiA"i s Wart.t)nikution m ...t.1J equipment incorporated or m be in<nrp[raed M such t t+ren 4wt�y dxpr,,h o _7 �.S +k 22i7, Wiltk by Darer w hp I* aft cenuKlna ........... ..6 M*, ice aKhtYclure, M an ecN.1s. IawykeBs. pxtici 1I t 1 9.a 961 99.1 written Cawnil > rixwtrurtnon. bni4'nrom 1_ 3 2.,-M,7T.9.6.1,A9.1 Wnnm t ""'2�16,4142,7.2.Tk,2,9A.1,A9J,A91 .n-tc<fire identrfnd as such m the Ownm-Contra rOr .n anf Tcaeg .........22.71 J.7 t9riltu gaRce tins .. .11.1.1.2.{I.2 g.1231 1.1.4 THE PROIECIF x.,r entent. acid w re4eeeed. to tar<Nsglkwr the Con raQ" ...2.2.6,2.7A. 14.t2,47J,1.7,{4.9.1.1L6, Tht Protect is the total construction of which the Work t �..srrsersts as it sanglaw m number And "Widie in 9,41 4t7, )-7, 7J, TA, 77, 7.9,2, R12. 112, B3.3, pe,u.rmed udder the rmtrxt Docoininh may be the fender. The term Anfidect means ate AkcM7ect .R his of taniwatwke. .7.92,1312,13,2.• A41. 9.6i, 9.7, 9.A1, 4.93, 1D2.6, 11.1.1, 11.3-1. /t3.{ Me w` - ..3.3, 173.1122.12.3.'12.2,1313,14 w:nslr « apart. autx>nred repre$Mlahye. 4aiyriata -........4.2 t,A32.1tt2.1211.3.1 1)2.4 Wnnen Orden ........ 2.2 ADIAlASTRATION OE TW COWIMO ......-.-.,13,4$72C 1J FII(L11OA1, COtlEIATWN AND INTENT 1.2.1 The Contract Documents shall be Ngred 1n not hiss 2.2.1 The Architect will ptcwlde adrii wit abon of the than tnphcate by the Oweer lad Conitacto, if either the Contract as h irmuylptt described.. Owner tr the Contractor or both do rip sign the C«Nh- 222 The Archi&cl wid be the Owe"'I. represewaTNe dons of the Contract,Mawi gs, Spincihcalions.«any of doming k.<x b%A"ian and nMl twat "wool Is doe, TM the Oder Contract DatwneaaH, de Atchdirci +hall idirn- AKJM*ct wn6 ad~ AM t'vverult wrh the <3wwi i_ Thar tits such[)«unenrs Owners imim pa ctlo To die C"Waclot 4sa6 be%twat" oogAt+p AIEI.HaalAt cosnaTlo6 w -1�76 ♦iH.R t1R•lnR MC4ICAN e44TtteltfAftcNotcls, w1rUK11ON k•)[scat[ 1gIVL[Nn1 Y •MAM 1+.! .W DOCUMENT 411111 GENERAL.G[NE LOWn1E 10 Of RR C«4TRACf We arltiieLKri«v.t 7[ra AY[tal[, N.W. WAWINGTON, D.C. AP? 1�i•, e I-Ni. tl! 4WNCAN Mfourt or Aa[Mtt<I7, iRi Mw M"Ae,,cll NW* _1W191nL'1Dr..O 1t1Y1 AWI-lllTl S -41F F w R t 9A P1RY �aaotw . M t 'L!Mlpr stun MSw st,1 'CL]IttQtr q ullusnl emw»nv tta .let a .srwr___ 3YlIMd t rUla?�t{SMlI iDl LJVLMW IMi LO IWIIiOrK1�MYtD.1t111MMIt700 rlt W�t SYCYi1iOl�nu1♦\.H 'Mll 'fMiFY`,yf1l IN#N 54l •. _' ...Ndit(f3 stik731tMt.6011)(it1 14W LII 2rtatiZiYrit66TYi'tii'lY6SS6 _..� ioSpOl[tOpMthYtl �talwvM ei(kt iq1 YE6 7i sfl i,-. v -... ._q�4y]- ljg E '►'21'E't il'rL Ct 7 a 0l_-Z' 'tltgnl W sw4q!w!I _ n d t1Lt �It wrZ .t '.; tl'II trfi ti6'l+•.n 76-M 4umpw M-OQT4.wll L6 WCP't't9... Pouu4su'JaO'sta _. - It6'6 .66'tF6.. ... ............. npatl FLV6 TI LSi fit6 :t 42s - .-. -so3 aYL'SZ9 s - Muklttr Pufs�vlwv a et "C';�t 1 Z-t'4 6 'tCP 't L'sr9 i v ... +M�9�`sae [Tl LM YTY•t 1 @ .`-:: , i.oJ R'gYlt+4" t.tf- -'_ .- fI1 t 4t ': t L •u,.,I nPa - 9'rft it Cot'Zl s: to at't tl sR rz ..-_.n t pue:«rl Put 'W411ed l t r CP6 Sl 46 S i.. t ) .. - aiOM 9t[i ii Z2'4tLt .• M>�mlJ'tpo+M Ntut4Wd . gypUe MqlMRWI t9'N't - .... vbm aW attu't0 l`Cf1'SZ'fi I[I 't"n so s.a:IwsgO ,. fTS 7;t t t I -... 60 p silt pt 6tPtw0 i t vk 4 lwsuatd inaattpr pue Io4r1 . MM M '. `t t .t r. Ct6'lZ9'CSif tl T'FI Zl-fl'kTl tt t tAtT RMWW4 Pat t�tlltV •.'fU�lt It it t e LtP Vrt�O ;t t it -It t t t luaupdsallt 'LujgL pt 'Ct'L f9'SZ'9'E 29 l l -( r5'r.... 7PJ 1t TLL _M txqu`_T+•.1 4tusuual w kq*V s—"<) r,t ;:. ,. : t t .... t r.I.It....... ... 14w) S 'f:Pt l F ,Z C 1 l t_ [1. — MnaMrJ atuas6S P'. . Ctt'STOI*f't C .. ..... 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'tuasua. rt6LZ"Celt Pitt 4Ztt ..••• P r 1101S"ttg9riti+ Lilt .. -' ] J it . tl'SZtk I aft a4t peat+teH Put gs�wt' n M T'ZOL 'i_ '11 ^♦ t ib61t 66t Ne t'96 4 Se s l6L '[9 SZ 9'bl'22$rZ '6Z l' T .1 P tttlw+tsd td•!U - El'►Y s sfY'l li'C t -. c«el 4ku«aria: J e6`C6 T6 191. .. pgr,404 a% rtl iF 11 y'Et1'It4?Ill '46 A-- - —_. . .... � sY .6'i'Z Z^9 (S`Olt rill '.l It Cl6'ti T'l9 WPO rI'fl`P'.'rZY'ClY'l'C9'9tt2'... inNtiWtS vottatdwnJ p-- .. . .. .. ......... ........... "c HZ. »yspe5 awsl p«tr1+16.•i tS'Flit 6................-. ... EIRY Y1tB1PAY1'Nq)Ejt tllt Litt 4�suIW tTtt't1°CL'K 1'L a Z'It 66'Zt 6'S8t 11 t'91:Z'"' et tu4na . l . 'fl t.l Vitt ti tl'ep C6 fl'It66'/196a0 - r trS YTS'St Prat EZ9T t4'St"t[ `Et [C': kZT " p b` E,ft T` a'ueb+st4 1 n) C ai a ns: s tq-1 VwJ")I 2`PYe to Z"' .. PuaswJ auul q aaganny+l uotv(ay'awydts'V 't.^rf 84s!s ln;un �]Put f/l 't6I `92t TZZ" ..... kag"aPwt�ItJ S'c OL it r '._ t_ : ::, t. ; - n'n`s1'seO++opt a ar!lla3a0 I'LI' ........ '- ,p uWwlM1b 'tpcM a41 .o luawaiva :) Ott ' - Pt (S66'1ii t_4i. 11'Z I Zl'1'tfi l96 T6 T64q k,aaY ' .N"A+ald+ left itt 9Ztr T!L'iB'2iZt tt 't't til T"wpm 291z'S btt aql IZy'SY: _.. Pam YIIttsW 6 a.Z...... [aak4aW am N sw9f!aall TW't i f"�tasREa7 sssglWuoJ'WaM aW q iww+.wawma] f 6b"l6 a t ti c 4 S c :t 5 ... ... , jaayk p t9 Yll"""•.. .. .'-.... dti 4!raD m Ttn ' MtM%to wst}tfaMf' x1m L ' THE AMERICAN INSTITUTE Of ARCHITECTS AIA Mcur r AXTT General Conditions of the Contract for Construction THLS L)OWWNT HAS LafPORIAN C%X1S1.4TAT1CI,Y 11'flH AN ATtORMTY LS [NCt71,rRAc,�.. .. n.,.a c' 10 RS VOL.WICATR?N 1976 EMIO V TABLE OF ARTICLES I. CONTRACT DOCUMENTS 8 TIME 2. ARCHITECT 9. PAYMENTS AND COMPLETION s 3. OWNER 10. PROTECTION Of PERSON''S AND t PROPERTY 4. CONTRACTOR i It INSURANCE I 5. SUBCONTRACTORS j 12, CHANGES IN THE WORK 6. WORK BY OWNER OR BY 13. UNCOVERING AND CORRECTION SEPARATE CONTRACTORS Of WORK 7. MISCELLANEOUS PROVISIONS 14. TERMINATION Of THE CONIFL\C1 This document has bees approved and endorsed by The Associated CRnerat Ca ftacbms d Amerwa. Copyright tart fl15.141a 19di,Tl;� 1" *1%1,t9a.1,14F1, 1apT tiJ@,t 14°h ga The AeNa. hrs:.rh,al d AKIMa[Is.iT)S hdea. Turk A.ynue.\,N'.,W q,,, iRM of>Fn`teNeall hMe.g as WwMie�,Y 0 el 4f is yumm Nrhout fermis. �^� ,L?.C.:gU@f. I rym arf tha AAA yWAft s the oopVeW UM of the Voo"d Stales and*'.:W be s&,ftl m MW Tr� i AN YOMIM aatl•Ck111W CVSOIT1prS LIT TIE WHRA(7 rW CTYt1TelKTRit•Tr Moll"1O TlON•At;4S:5!a AIM• t}i. ins Aa11HpN iNSTiTUTF d A�"iRtatR sFSS Paw ttW; ♦\412i1. w w- M'ASM40,30%.O.C - i t LABOR AND MATERIAL PAYMENT BOND • a� ns m. 1HfaU(Mt, THE CONtrtiore <u THIS (M IC]ATION is such that. it Pnncrful shab promptly make paymmen to an claimants as hereinafter defined,for all Tabor and material used w reavxhably ragwred for the to the pers wou a to the Contract, then thts Obligation shall be void:Otherwise it shall remain in full force and effect,subject,however,to the lot- lowing conditions: iT. A claimant is defined as one having s direct con- accuracy the amount claimed and the name of the Party tract with the Principal or with a Subcontractor of the to whom the matedals were famished, or for wlmm Principal for labor, material,or both, used or reasonably the work or labor was done w performed. Such "table required for use in the performance of the Contract, shall be carved by madhng the vane bs reghleted mad labor and material being construed to include that part of or certified mail, Postage prepaid. in An rovNpye ad- water, gas. power, fight, heat, oil, gasoline. telephone dne ssed to the Principal. Owner or Surely, at my place i service or rental of equipment directly applicable to the where An office is regularly maintained for the trans. 1 Contract. action of fors ens, Or served in any manner in which legal Process n.ay be served in the state in which the The Above named Principal and Suety hereby aforesaid protect is touted, save +at wcn %esw a need t) jointly and severally agree with the Owner that every not be made by a pubic officer. claimant as herein defined, who has not been paid in b% After the exprtation of one (1i Year foffov+'mg to full before the expiration of a period of ninety (9m date haft which Principal ceased Work on said Contract. days after the date on which the last of such claimants it being understood. :nohAever. that if any hmaafrhYn work he labor was claimant an Performed. on materials were bodhed in this bond is prohibited by am law tontnaht�famished M• such claimant. may site the this bond for the construction hereof such lunntannrs shall be deemed the use of such claimant prosecute the wit to final to be amended so as to be equal tc the minimum wx cdl judgment for such sum or sums as may be fusty due tit Item tAtiwn Permuted by such law claimantt,, and have execution therewh. The Oss Cher shall not be liable for the payment of any crisis or expenses V Otter than :n a state court of conpetent funsdichd. of am, such suit in and for the county or other political whdhauon of the stare in which the project or any fart thereof, is 3. No wit or action shall be commenced hereunder situated, or in the United States D onct Court fin the by any claimant: district uh which the Project, or ant p)rt thereof, is sit- uated, and not elsewhere. al Unless claimant other than (ace having a direct contract with the Principal, shall have given written 0- The amount of this bend shag be reeuced by and notice to any two of the following: the Principal. the to the Pxt"t of any Payment or Payments made N good Owner, or the Surety above named, within ninety (90) faith hereunder, inclusive of the payment by Surety of days after such claimant did or performed the tall of mechanics' liens which nay be fated of recoed against the work or labor, or furnished the last of the materials said innprovetnent, whether or not claim for lie arnamt for which said claim is made, stating with substantial of such herb be presented under and against the. bond. c 1 Signed and sealed this day of 19 flnsh(gy'; ks- Tnkv i{r I It IWJnrs•I 1 AIA DOCI-VUENT A311 Vl K1Oa,ANct tioNn AND ISKOK ANI) AIArf K1At PAVAHNt e(KaD AM O ttaKUAKV ty?n 11) •Da AAgeICAN INSMUll(r A3Un 1 U h, I'll N V Asl N W.WASHMr(:IOAt,Q C ahlllaa THE AMERICAN INSTITUTE OF ARCHITECTS Af.A Document A311 Labor and Material Payment Bond THIS BOND IS ISSUED SIMULTAN(OUSLY WITH PERFARMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PFRrORMANCE OF THE CONTRACT KNOW 41L MEN BY THESE PRESENTS: that Hert:nxr,NL vry W rilreu«kp e,ae«Cwwvc+m as 1'•incipal, hereinafter called Principal. and, rw..�.+e,x,.»a,y aeE�.,1 r;.R.!r•Ne a swrr; as Surety, hereinafter called Surety, are held and ,firmly bound unto "NM,aN,t R!I M,!W MReI,{y I[Rr1 R as„I Q«!II as Obligee. hereinafter Called Owner, for the use and benefit of claimants as hereinbeloW defined. In the amount of (Hem .,t a rum e ! Mat Few .-haN or ne roneun p,<H Dollars (S l• for ,he payment whereof Principal and Surety bind themselves, their her, executors, admimstra", successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by Written agreement dated 19 , entered into a contract With Owner for Ncll•« 11 1.11 name.address and Mcnq,.a rr ,d in accordance with Drawings and SpecihcaDons prepared by Ntte,«,eR A,n,.�,.w.aart„«IlR4 Mw r A+cti4aV which contract is by reference made a part hereof. and is hereinafter referred to as tfae Contract- AIA DOCUAtl[Mi Alll FFRFORMANtE BONG AND LIBOR AND MATERIAL FAYM(NT BOND • MA • FEBRUARY 19M (D.•THE AMERICAN INSTITUTE OF ARi.IIT(CTS.1735 NR AYE..N W,W ASHINCTON,0 C J'am 3 ■ PERFORMANCE BOND NOW, THTREEORE, TIQ C0N011/0N Of TNtS ORtlGATLON is Such that,if Contractor shall promptly and s.,rjluny peAorm. said Contract, then this obligation shall be null _,nd void; odherwise it shall remain in tech torte and erred. The Surety hereby waives notice of any alteration or defaults under the contract or ,,rsjN h of coelpilepon extension of time made by the Owner, arranged under this paragrapht siAchent fund,to pay de Whenesrr Contractor shall be, and declared by Owner cost of colinsilletion less the balance of the r -: to be in default under the Contract. the Owner having but not exceeding m hadtn� r••sw, costs and dawuges performed Owner's obligations thereunder, the Surety for w ty u which the Sure ma,, ,' sble hemund".she amount may Promptly remedy the default. or shall promptly set forth in the first p-ragraph hereof, The liens "AaEanc�e of the contract price. as used in t*% paragraphs, aha" 1! Complete the Contract in accordance with its terms mean the total amour, payable by OWoer to ComPxb, and conditions, or under the Crmtract aid arw arnendin mh themipa Ness 21 Obtain a bid or bids for c the amount Properly raid by Owner,to Contractor. accordance with rls terms and coembnons,the upon tde- Any suit under IN, bond must be mytsrsad brinee _i•. termination by Surety of the fowest responsible bidder, the "Plrathon of tw., 42) wan from the date sin whh:h "3 or, if the Owner elech, upon detenoitWion by the final payment under the Contract falls dre. 5.. Owner and the Surety jointly of the h1west resp,,vble No right of action Shan accrue on thn bond so or kp bidder, arrange for a contract between such bidder and the use of am Per or togxwathon Wfser than the Owner. and make available as Work orogmsses (even Owner named hereh s or the heirs. eaetvyors. adminix- though there should be a default or a succession of baton or successors T<the Owner a Signed and sealed this day of Tq .er�ncgarl� ••id. M1Yrme•U tittr� _�� IWnYhI tow nU1M+J Ltl.y AIA DOCUAMW Ails PEREt1RMAWE KIND AND tARDR AND MATERIAL PAYMENT 9M0 NA • DRRUARY tqm EO.•THE AMERICAN 1NAITV IE In ARCNIiTCTS,t)15 N.Y.AVE.N W.,WAS"MGTON,D.C.ally Z THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A317 Performance Bond KNOW ALL MEN BY THESE PRESENTS: that (Here naen 1WI n.,n..M adarea.o Iepi r!+e a font.a<p.! . as Principal, hereinafter called Contractor, and, IHen+men M1 come W eMre.a or leaf lrcle et}..rely{ as Surety, hereinafter called Surety, are held and firmly bound unto Mere Maert wi;rune and aEaHy er lea!!,He Ot(tirwt as Oblig, hereinafter called Owner, in the amount of Dollars (S j for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated 19 , entered into a contract with Owner for R1e.r mxrt lull naa,addrn.arse ae.cnpew of p�gn0 in accordance with Drawings and Specifications prepared by ;He.e,nMa till n,m-a,a.eaH,a a real a A,<n,!e,r At which contract is by reference made a part hereof, and is hereinafter referred to as the Contract- -IA DOCVMENT A411 • PERFORMANCE BOND AND lANOR AND MATERIAL PAYMENT POND . ArA P I E BRt'ANY 19'B ED.•THE AMEN IC AN INSTITUTE Of ARCH It ECIS,tt15 N Y.Al'!,NW,WASHt%(,T,N. D i THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A3E7 Performance Board , KNOW ALL MEN BY THESE PRESENTS: that 'Here Men b11 nrme•M,ddm•Or lepl Ulle 01�OMrK1p1 44 as Principal, hereinafter called Contractor, and, Isere inert lull name nrM edCras m leyl IiOe M Svnryl as Surety, hereinafter called Surety, are held and firmly bound unto Mae,Men lull n..,r en0 Mtlr01 Or lepl use W D -O I,f as Obligee, hereinafter called Owner, in the amount of Dollars for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated 79 , entered into a contract with Owner for Men Inwrl lull Mme,add,en(M aewnplwn M%Olaf) in accordance with Drawings and Specifications prepared by IIM,1 nMn lull mme nd MMrn,Or IriN Inl1 OI Anh,Ml1 which contract is by reference made a part hereof, aed is hereinafter referred to as the Contract. 1 AIA DOCUMINT ASTI PfREORMA%(:f 01R10 AN" IAROR AND MAIER 1 PAY NT RONrt AIA 0 r 161110ARY 1970 10 •THE AMERICAN INSTI ME OF ARf HITIC TS, 11IS N Y AVL,N.w,WANHtN(A(M,0 C,'W" De,erber 18, 1978 Valley General Hospital 400 South 43rd Street Renton, Washington 98055 Attention: Mr. William E. ,Murray, Adainistrator Gentlemen: Soils Investigation, Parking Lot Addition Valley General Hospital 1 Renton, Washington We present in this report the results of Our soils investigatic the proposed parking facility that will be located northwest of the existing Valley General Hospital Building in Renton, Washington. the :ocations of the parking addition and access roadway are shown, with respect to the existing hospital facilities, on the Plot Plan, Plate '. The purpose of our investigation is to explore the subnurfacx a, . : and ground water conditions that underlie the site of the proposed construction and to provide recommendations for site preparation an, pavement support as influenced by the subsurface conditions. The present development plans call for the construction of a 3:.'- 9 parking facility and access roads. The parking facility 'oil'. be :goo- northwest of the hospital building and the road will provide across ;sue. � A , t�. e �e - 13. GENERAL WORKMANSHIP A All articles, materials, equipment specified and/or shown on the Drawings shall be new, and thev shall be applied, installed, erected, used, cleaned, and conditioned for proper performing, as per manu- facturer's directions and as approved by Architect. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Each Contractor shall carefully lay out his own work on the job sit^, verify all field measurements, and make required provisions for the work of other Contractors. Offsets shall be made .abject to the Architect's approval wherever it is necessary to clear obstructions. Report in writing to the Architect any and all conditions which may affect the satisfactory execution of his work or endanger its pe rmanencv. Do not proceed with said work until defective surfaces on which work is to be applied are corrected satisfactorily by the Architect. 14. DEFECTIVE, DAMAGED ?VD UNSATISFACTORY FORK Any work which has become defective from any source, damaged, unsat- isfactorily installed, permanently stained, marred, cracked and materials which do not conform to grade of quality required, will be immediately,removed isediately, reset as required with material and } methods of like kind and quality to produce satisfactory, complete u] work to the full eatisfac tlon of the Architec ' at no additional costs or extension of contract time. 15. VERIFYING DIMENSIONS The Contractor shall take all measurements at the Site and shall verify all dimensions and conditions before proceeding with an_v work. Should any variation be found, the matter shall be referred to the Architect for adjustment. The Contractor will be held responsible for the proper fitting of his work in place. No claims for extra coat and/or extension of contract time will be allowed because of insufficient or faulty verification of dimensions at the site. 16. REMOVED USEABLE MATERIALS All useable materials removed from the .site which are nor reused in the work shall remain the property of the Owner. Unuseable materials shall become the property of the Contractor and be removed from the site. 17. CLEANIIIG (a) During Construction. Truck and equipment wheels shall be washed, scraped, etc., when leaving the construction site and accessing hospital cr public roadways. Contractor shall be responsible for maintain.,.. hospital and public roadways free of dirt and debris. (b) At Completion. Both new work and existing access roads shall be cleaned, washed down, Find l.xft free of all foreign materials. f END GENERAL REOUIRMENI'S LA-5 11. TAXES 6 PERM'TS Contractors anal' include in all propcsals and pay all costs in con- nection with any and all manufacturing, occupational, use, or sales tax under any present laws of Federal, State or other Local %overnment Authority. Contractor shall pay building permit fees and like charges. Owner shell pay for plan check fee. 12. 1NSPECIION, TESTIM The Architect and the Owner's authorized representative shall at all times have access to the work wherever it Is in preparation or progress and the Contractor shall provide proper facilities for such access and for inspection. If the Specifications, the Architect's instructions, laws, ordinances or any pubL.c authority require any work to be specifically tested or approved, the Contractor shall give the Architect timely notice of its readiness for inspection, and if the inspections by another authority than the Architect, of the date fixed for such inspection. Where the Specifications require any part of the work to be specially tested and approved, it shall not be tested or covered up without timely notice to the Architect of the readiness for inspection, and without approval thereof or consent thereto. Should any part of the work be covered up without notice, approval or consent, such part of the work shall be uncovered for examination at the Contractor'e expense if the Architect shall so require. °a Where operating tests are specified, the Contractor shall test his work as it progresses, on his own account, and shall make satisfactory preliminary tests in all cases before applyirg to the Architect for official tests. Tests shall be made In the manner specif d, for the different branches of the work. Each test shall be made on the entire system for which such test is required, wherever practical. In case it is necessary to test portions of the work independently, the Contractor shall do so without extra compensation.. The Contractor shall furnish all labor, material and appartus, make connections, and conduct the official test. Should defects appear, they shall be corrected by the Contractor and the test repeated until the installation is acceptable to the Architect. Re-examination of questioned work may be ordered by the Architect and if so ordered the work must be uncovered by the Contractor. If such work be found in accordance by the Contract Documents the Dwner shall pay the cost of re-examination and replacement. If such work be found not in accordance with the Contract Documents, the cost of re- examination and proper placement shall be borne by the Contractor. .4 r,ENERAL REQUIREMENTS LA-4 (c) Parking Space for Contractor's use will be provided in a designated area. 4. USE OF PREMISES The Contractor shall confine his apparatus, storage of materials and construction operations to the lim' .s indicated by ordinances or permits or as may be directed by the Owner. He shall not unreasonably encumber the premises with his materials. The Contractor shall enforce any instructions of the Architect or the Owner regarding signs, advertising, fires, danger =lgnals barricades and smoking. The introduction of materials and access and egress of workmen shall b� —%tricted to such places and in such manner as aporeved by the Owner. In the utilization of ground area, provide and maintain necessary protection for pavement, curbs, walks, structures, and other permanent improvements. in storing materials on the site, the Contractor shall consult with the Owner and shall rest-ict his storage to spaces designated for such purposes. The Contractor will be held responsible for any repairs, patching or cleaning arising from such use. Notwithstanding any approvals or instructio�,s which must be obtained by the Contractor from the Architect and Owner in connection with use of premises, the responsibility for the safe working conditions .. at the site shall be the Contractor's and the Architect and Owner shall not be deemed to have any responsibility or Liability in connection therewith. 10. RULES TO BE COMPLIED HTTR a The Contractor and each Subcontractor hereby accepts and assume full 4 and exclusive liability for the payments of all contributions, taxes or premiums which may be payable or required under an Unemployment Insurance ,Act or Federal Social Security Act as to all employees aengaged in the performance of work Included in this Contract. He z further agrees to relievq the Owner from the liability for contri- butions measured by wages to the employe-8 of the Contractor or his Subcontractors engaged in performance of the work included in this Contract. 4 The Contractor shall further comply with the rules and r,gulations which may be issued by the U.S. Commissioner of Internal Revenue with the approval of the Secretary of the Treasury for the enforcement of the Federal Social Secorlty Act is to employees engaged in the per- formance of the work included in this Contract. ^{ GENERAL AEQUIREMENIS lA-3 4. TEMPORARY TELEPHONE Contractor shall provide and pay for telephone service for his own use. 5. INSPECTION AND TESTING OF MATERIALS All materials and equipment used in the con• , .ction of the protect shall be subject to adequate inspection and -sting as and when required by Architect. The tests called for I,, roe various sections of the Specifications shall be carried out without special notice from the Architect; additional tests and inspections may be ordered at the discretion of Architect for any material included in the work. 6. ADVERTISING The Contractor and Subcontractors shall not display on or about the premises any sign, trade-marks, or other advertising device. 7. OWNER'S RECORD DRAWINGS During construction the Contractor shall keep an accurate record of all deviations between the work as .shown on the Drawings and that which is actually installed. The Contractor shall secure from the Architect a complete set of sepia transparencies of Drawings at time of substantial completion of work, and note thereon all changes. Contractor shall, in a neat and accurate manner, make a complete record of all changes and revisions in the original design which exist in the complete work. The cost of furnishing the above transparencies and preparing these record Drawings, shall be borne by the Contractor. When all revisions showing the work as finally installed are made, the corrected sepia transparencies shall be submitted for review by the Architect before delivery to the Owner. 8. RESTRICTED MOVEMENT AND NOISE (a) Purpose Minimum interruption of hospital operations, or any increase In the noise level , is the sole purpose of the restrictions described herein. Any methods which will interrupt hospital operation or ptoduce an unusual level of noise should be submitted for the Owners written approval. (b) predetermined Construction Limits Construction areas and access routes available to the Contractor for continuous normal use shall be established by the hospital. The Contractor shall confine his operations to these limits unless the limits have been supplemented for a specific need by the Owner. N GENERAL REQUIREMENTS IA-2 SECTION 1A GENERAL RE U(3 IREN TS These General Requirements are intended to add to, and in certain respects modify the "General Conditions and Supplemental General Conditions", which are hereby specifically made a part of the Contract Documents provided. • however, that in the event of any conflict between these General Requirements and said General Conditions or Supplemental General Conditions, these General Requirements shall control. ■ • The General Conditions and Supplemental General Conditions are bound in these Specifications. 1. SPECIFICATION EXPLANATION The specifications arc Zenerally divided into trade sections for the purpose of convenience, rod ready reference only. The Contractor will be permitted to allot the work of Subcontractors at his own discretion regardless of the grouping in the specifications. It shall be his responsibility to settle definitely with each Subcontractor the portions of the work which each will be required to do and the Owner or Architect assumes no responsibility whatever for jurisdiction claimed by any of the trades involved in the work. These specifications are of brief or "streamlined" type and include some incomplete sentences. Omissions of words or phrases such as the Contractor shall", "as not.d on the Drawings", "According to the Plans", "a", "an", "the", and "all" are intentional. Supply omitted words or phrases by inference In same manner as they are when a "note" occurs on the drawings. Where colon (:) is used within sentences or phrases, supply words "shall be" in inference. Use of other punctua- tion marks is governed by rules of English grammar. Words "provi-te" and "work" shall mean that Contractor shall furnish, install and connect p complete, in operative condition and use, all materials, equipment, apparatus, and required appurtenances of particular item to which it has reference. Words "as per" shall mean "in accordance with". 2. CONDITIONS AT SITE AND AT BUILDING Bidders shall visit the site and shall be responsible for having ascertained pertinent local conditions such as location, accessibility and general character of the building, ins character ano extent of existing work within or adjacent to the site, existing conditions under which he will be obligated to operate in performing his part o" the work, or which will in any manner affect the work under this Contract. No claims for extra compensation based on ignorance of existing con- ditions will be considered. 3. TEMPORARY SERVICES The Owner shall provide electrical power and water from locations i designated by him. The Contractor shall provide protertlon for these ii services. The Contractor shall provide temporary sanitary facilities in a location acceptatle to .he Owner. GENERAL HEQU[REftENTS LA-1 i,; Each voucher claim submitted by a contractor for payment on a f project estimtto shall state that prevailing wages have been paid in accordance with the pre-filed Statement or Statements of Intent on file with the Department of Labor and Industries as approved by the Tndustrial Statistician. b. Affidavit of Wages Paid - S.F. No. 9843 - Upon completion of a public works project, Form S.F. No. 9843 shall be submitted by the prime contractor and each and every subcontractor to the Department of Labor and Industries for certification of wage • rates and fringe benefits paid on the project. One copy from • each set submitted will be retained by the Department of Labor and Industries as a pe-manent record of the certification. All remaining copies will be returned to the contractor who, in turn, shall file one certified copy with the awarding agency. Public agencies are required to withhold final payment until the prevailing wage requirements of the law have been satisfied. END OF PREVAIL' WAGE RATES Y Ai F y�$ P' PREVAILING WAGE RATES Page 2 PREVAILING WAGE RATES 1. The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of the Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing dale rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Department of Labor and Industries, are by reference made a part of this Contract as though fully set forth herein. 2. Inasmuch as the Contractor will be held responsible for paying the prevailing wages, it is imperative that all Contractors familiarize themselves with the current wage rates before submitting bids based on these specifications. 3. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties In interest, including lab and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State and his decision therein shall be final and conclusive and binding on all parties involved in the dispute as provided for by RCW 39.12.060 as amended. 4. Current prevailing wage data will be furnished by the Industrial Statistician upon request -- (address) Division of Industrial Relations, Department of Labor and Industries, General Administration Building, Olympia, Washington 98501. 5. STATEMENT OF INTENT TO PAY PREVAILING WAGES AND FINAL AFFIDAVITS OF WAGES PAID - The Procedure for filing Statements of Intent for approval by the Industrial Statistician and Affidavits of Wages Paid for the Director's certification shall be as follows: A. Statement of Intent - S.F. No. 9882 - Prior to commencing work, each contractor and each and every subcontractor shall submit Form S.F. No. 9882 to the Department of Labor and Industries for approval of the wage rates and fringe benefits for each job class- ification to be utilized. The wage rates thus filed will be checked against the prevailing wage rates as determined by the Industrial Statistician of the Department of Labor and Industries. If the wage rates are correct, the Industrial Statistician will approve the Statement of Intent and return three (3) copies to the contractor for distribution. If any incorrect wage rates are included, the contractor and/or subcontractor will be notified of the correct rates by the Industrial Statistician and approval will be withheld until a correct statement is received. '# PREVAILING WAGE RATES Page 1 12.1.3 DELETE PARAGRAPH AND SUBSTITUTE: Charges or credits resulting from a Change in the Work ,hall be determined in one or more of the following ways: .1 by mutual acceptance of a lump sum properly itemized; .2 by unit prices srrted in the Contract Documents or subsequently agreed upon; .3 by the actual cost of the Change in the Work plus a fee of fifteen percent (152) of such cost. Actual cost shall include that of - (1) labor, including foremen (including applical)le payroll costs payable by the Contractor), (2) materials entering perm.gently into the Work, (3) rental cost of construction plant and equipment during the time of use on the Change in the Work, and (4) power and con- sumable supplies for the operation of power equipment while used in connection with the Change in the Work; .4 For work performed by a Subcontractor under Subparagraph 12.1.3.3, s the Subcontractor shall be entitled to a fee of fifteen percent (152) as described, and the Contractor may add a fee of five percent (5%) of actual cost of the Work. No amount for overhead and profit will be allowed above the 15S and 5% herein provided regardless of the number of tiers of Subcontractors involved. END OF SUPPLEMENTARY GENERAL CONDITIONS Sup. Gun. Cond. - VG11 Page 3 y. Y I f } 4.15 CLEANUP 4.15.1 (To follow line 6) Further, the contractor shall clean all glass surtaces. 4.15.3 The contractor shall provide a dust barrier between 4paces being remolded and those that are not where required by owner. - 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK 5.2.2 If, prior to the award of the Contract, the Owner or Architect has a reason- able and substantial objection to any person or organization on such list, and refuses in writing to accept such person or organization, the successful -- bidder may, prior to the award, withdraw his bid without forfeiture of bid - security. If the successful bidder submits an acceptable substitute with an increase in his bid price to cover the difference in cost occasioned by such substitution, the Owner may, at his discretion, accept the increased bid price or he may disqualify the bid. If, after the award, the Owner or Archi- tect refuses to accept any person or organization on such list, the Contractor shall submit an acceptable substitute and the Contract Sum shall be increased or decreased by the difference in cost occasioned by such substitution and or, appropriate Change Order shall be issued; however, no increase in the Contract Sum shall be allowed for any such substitution unless the Contractor has acted Promptly and responsively in submitting a name with respect thereto prior to the award. 6.3 OWNER'S RIGHT TO CLEAN UP 6.3.1 In the event the contractors fail to clean up as required by paragraph 4.15 the owner upon three days notice may clean up and charge the cost thereof to the several contractors as the architect shall determine to be just. 7.9 ARBITRATION 7.9.1 All cialma, disputes and other matters in question arising out of, or relating to, the Contract or the breach thereof, except as set forth in Subparagraph 2.2. 11 with respect to the Architect's decisions on matters relating to artis- tic effect, and except for claims which have been waived by the making or acceptance of final payment as provided by Subparagraphs 9.9.4 sad 9.9.5 shall be decided by arbitration in accordance with the Provisions of Chapter 7.04 of the Revised Code of Washington. This agreemenr so to arbitrate &ball be specifically enforceable under the then prevailing arbitration law of the "fare of Washington. 7.9.2 Second line, delete the frllowing words: "and with the American Arbitration Association." 11.3 PROPERTY INSURANCE a, 11.J.4 Th^ Owner shall file a copy of all policies with the Contractor prior to commencement of the Work, If the Owner does not do ao, the Contractor may then effect insurance which will protect the interests of himself, his Sub- contractors and the Sub-subcontractors in the Work, and by appropriate Change Order the cost theceof shall be charged to the Owner. 12.1 CHANGE ORDERS C �3 Sup. men. Cond. - VGN Page 2 SUPPLEMENTARY GENERAL CONDITIONS OF THE CGNTRACT FOR CONSTRUCTION 1. THE GENERAL CONDITIONS The General Conditions of this Contract is the American Institute of Document A201. "The General Conditions of the Contract for ConstructioonnArc". art s Edition, 14 Articles, 0 page', hereinafter referred to as the k07d iitions", a copy of which is bound herein.2. ��ALA General _'HE SUPPLEMENTARY GENERAL CONDITIONS The Supplementary General General Conditions. Where Conditions contains chan is and additions to the ALA remain anv part of the AIA General Conditions is modified voided by the Supplementary General Conditions,in effect. the unaltered Provisions aha,'.; 3• TABLE OF CONTENTS TO STANDARD ARTICLES AME.MED NS �By THE ytpP1 .ARY CENF9AL CONDITIO Title Administration of the Contract. A Warranty• . . . . . . . . . . . . . . . . . . . . . . . rticle . . . . 2.2 Progress Schedule . . . . . . . . . . . . . . . . . . . 4.5 Cleanup 4.10 ' ' • • ' ' • 4.15 Award of Subcontracts and r Contracts for Portions of the Work.` Owners right to clean-uo. 5.3 Arbitration . . . . . . . - . . . . . . . . • • . • 6.3 Property Insurance. . ' . • . . • . . . . . . ' . • • • 7.9 fChange Orders . . . . . . . . . . . • . . • . . . • , • . . . . • ' ' • • 11.3 . . . . . . . . . . . 12.1 MODIFICATIONS TO VARIOUS ARTICLES OF THE GENERAL CONDITIONS 2.2 ADMINISTRATION OF THE CONTRACT 2•?.3 Eighth line, amend sentence t» read: On the basis of his on-site observations as an Architect Owner informed of the progrees of , he will keep the the Work by means of timely written reports to the Owner, and will . 4.5 WARRANTY 4.5.2 TLe warranty provided in this Paragraph 4.5 shal! be nto and in limitation of any other warranty or remedy requiredbvd Lawioorr by the I,, Contract Documents. 4.10 PROGRESS SCHEDULE 4.10.1 (To follow line 7). The schedule shall indicate the dates for starting anJ completion of construction and may be revised as required by the conditions Of the work, subject to the Architect's approval. i/K]NM Mc 1VM 71MA Sur^. fen. ipnd, _ pro_ Page I Mai or change which results m a net decrease in the Contract Sun wrq be The Contractor shall carry out such written orders w the amount of the actual net cost 4s won- promptly. 13.i5 If the Contractor does not Caned by the Architect-When both edditions and credit section of wch defective or non-confo,-mn with the tor- having jurisdiction,w M a Laub f yr aR ng Covefmg related Work a subsntutrom arc orotund in governere ARTICLE 13 a reasonable time fixed by written notice fro Work m he A cbi� such as a declaration f a nalionai mil' inalcong amp fine change. the al Anil for overhead and profit — teCt, the Owner may re materials unavailable, Thniall, no sh-1. be figured of 1!K basis of the net iltcrcase of any, UNCOVERING AND CORRECTION OF WORK y move '1 °rid may store the mate- Contractor or a mEmit of ribir rich o equipment at the expense of the Contractor. If S++bcontractor Or their ,verb 'expert ro that change. the Contractor does rut pay the cost of such ens or any other Person perfomirfg any f (trip 11'd} 13.1 LaaeovnlHaG OF woRR and storageremoval under a contract with doe Contractor, Or it or "I iC unit prices arc stated in he Contract Documents n tell a within ten days threa{ter, the Owner may should be stopped for a period of W inure w try coat a contemplated agreed al chaun,nged and if the quanni es wig- `al,1 Itttaney portion of the Work shcwld be covered con. At auction or atprrrva ea sal mys' ind n noticce sell four t work he net Contractor because t as throvdedw Peas� davt C � rnalh contemplated are w changed in a Proposed Chan fy quest of the Architect or to ; uiremenh hsired a Certt,- Older 'bat apphCJ hQrI of the Agreed unit prices to the specvfica• proceeds thereof,after deducting all the Costs that should y D paragraph 9,T o•because quantities f Work if reor ' elpres sod in the Contract Documents, it must, have been borne by the Contractor, including rt the Owner has not made payment dercon as pswx d m Proposed wlii cause suWaintiA in- +red in writing by the Architect, le uncovered for g aompernsa- Paragraph 9.,-, (hen the Contractor fruit, Murk to the Owner or the Contractor, the applicable AI` .nervation and shall be replaced at the Contractor's thereby_1Fltte such Architect's or services made necessary banal days' written �seven�- unit Prices shall be equitably adtusred, expense. proceeds sale do not crner all costs ro the and the A spin. Which the Contractor should have bo tect lermrnatp the Cwwatt and recovKl fTOm the Oiasnar U.2 COt1ffAt[O CONg1tOi15 rrre, the difference Payment for all Wok eaated and for Baru pTp� � 13.1.2 li any other portion of the W�4 has been covered shall to charged to the Contractor and an appropriate 12-11 Should concealed conchnorR which the Architect has not specifically requested to ob- Change Order shall be issued. If the sustained upon any maerials, eWUGNnent, iOn)k,coustrrc. emce of the in the serve prior to being covered, the Architect may thereafter due the Contractor ar payments t o tiOn equipment and machinery., rnctudmg ie.syzxable perfw411d wt ifY Work known tic•carfare f the ground Y request a not sufficient to cover profit and Barrages, Of should concealed or unknown conditions in an existing 10 see well Work and it shall be uncovered by the Con- such amount, the Contractor shall pay the diNe.enCe to structure he At variance with the conditions indicated by tractor. It such Work be found in accordance with the the Owner. 142 Tuhw"l 0ia RY TM 0vvm the Contract Documents, or should unknown physical Contract Documents, the cost of uncovering and replace- 13.2,6 Thz Contractor shall bear the cost of making good 14-2.1 It the Contractor Is ad rmndibons below the surface f the ground of should ment shall, by appropriate Change O'rrer• be charged to all work of the (honer Or separate contractors destroyed makes a lodged d benefit I Oa concealed or ursknown conditions in an existing structure the Owner-If such Work be found not in accordance with or damage 'by such correction or renNnvai. general assignment isx the betrrlt f tk crpd:- of an unuzwl nature,differing maMialh from those odi- the Contract DotUmenh, the Contractor ,hall tors, or it a receiver is appointed sa account of on m- wy such constr Nothing contained in this Paragraph 132 shall be u've^q w if ipe pcysistently p repeatedly rpttua_ a p+icOnmterpd and genera fly recognized as inherent cby osts unless it r }pond that this condition was caused construed to establish a period Of limitation with respect falls, except in cases for which �, m work f the character PmvkW fa in this Contract, be the Owner Or a separate contractor As provided in to any other obligation which the Contractor might have vided, to supply e s 'kart f time n lefed, the Contract Sum shall be equitably ad- Article 6, In which event the Owner shall be responsibleenough properly skilled wot6mesn o for the payment of such costs- under ifie Contract Documents, inclur ing Paragraph 4.5 Proper maferah, or if he tails to maiw Prompt payment �ucstpd by Change Order upon claim by either party made hereof. Th estabifshm of the time to Subconl actin w For materials o labor.o perseoeralov 'thin haenh days alter the first lbservanre of the 112 CORREC11ON OF WORK period u one year after the Date of Substantial Completion o such longer disregards laws, r>^d(rances, rules s Orders 13.2.1 The Contractor shall promptly correct all Work Period of time as may be prescribed by taw or by the of any public authority, havingupµuor a 23 C1Au4 FOR AO!!fi terms of any warrantyrp of a or. a °,cf the ipµAe Cin ` 'elected by the Architect as defective et as failing to con- menh relates Only to thespiredcbobhhationoofatthe ono- is Contract f a substantial vastaEO f a onnrsion f ttla 23,E if the Contractor s.sibs• form to the Contract Documents whether observed be- tractor to correct the Work and has no relationship to Cwrllract Documm . then the Owner, upon O bficatox eo make a claim for an by the Architect that s. icrenl callow eon's to yintify%I+ 'gasp Nt the hereof vt suai. he shag give she Architect fore w after Substantial Completion and whether r not the time within which his e bligatian to Coni with thentten notice thereof within Twenty days otter the occur- fabricated, installed or completed. The Contractor shall Contract Documents may be uu t to be enforced, nor action.giving ntrprejw,c fix.,_,ght wfaeaned}aM f the event RivuruR rise ro such claim. This notice tear all Costs of cwrecung such re g gin after g ,urcry am, seven + rejected Work, includin to the time within which proceeding, -,ay be con. days' w-Ilion "ice, terminate the in"Ployment Of die all be given by the Contractor before pnxeel ing to compensation for the Architect's additional service,made mencE-d to establish the Contractor's Irah,hty with Contractor and lake xecule die Work. except in an enter:._mv endangering necessary thereby. respect possersixyi f the ate and f act ma4- to his Obligations other than specihcaf„ In correct the ruts- equipment. tOfs, construction egrppp"t and fe w property to which case the 10 3i No shall Pro- 13,2,2 If, within one year after the Date of Substantial Work. machinery rhevewn owned by in +aOedanre with Paragraph 10 T. fvo such dafm y g P the Contractor and may aH be v3W unless so made. It Completion a the after acWorceptance ep designated Own thereof Or 133 WORK ACCEPTANCE OF UFFtCTiVE OR NON-CONFORM(N[; Finish the 11 ark by- svhatex,or mtytb(rd he (psTy, tleerpi aatwr canna the of he the Con- within on: year after acceptance by the Owner of desig- WORK e.sxd+rnt. In such case the Codsxtw shag not be ex- Contrat"Sur dd on the amount of the adjustment in natcd equipment or within well longer 13-3.1 If the Owner refers to accept defective or bon- tilled to receive any lunber payw&" unit the 1VM is d4R be determined by the Architect. may be prescribed by law or by the tterms of any appiis p eq finished. v change In the Contract Sum resulting from such reforming Work.correction may do u instead Of requiring its 'rim shall be authorised by Change Order. Cable special of warranty required by the Contract Docu- removal and rn Teflon in which case a Change Order 1432 If 11e u mesh,any of the Work is found to be defective or not in B unpaid balance f the Contract Sean eaErptdc will ee issued to re ln- t a reduction in the adjustment sum the cosis of finishing the Wok including com�aunn tl the Contractor dams that additional rest is in- accordance with the Contract Documents. the Contractor where appropriate n f !whir. Such adlusimeni shall for the Architect's additional services made neer-,Aq because of, but not limited to, n i am written shall correct it promptly after receipt of a written notice he effected whether Irom the Owner to do SO unless the O"Per has previously Payment has been made, therieby. such excess shag be paid to the ContracNrr H rob Chimer tPursuant to Subparagraph pursuant (2) any given the Contractor a written acceptance of such condi- such costs exceed the unpaid balance, the Caerxler 6- the Owner to stop the Work pursuant to Para- ARTICLE 14 shall pay the difference to the Owl The anuxvnt to be spit 3-3 wtme the Contractor was of at fault, 131 any tibn. This obligation shall survive termination of the Order for 4 minor charge in the Work Issued put- Contract. The Owner shall give such notice promptly TERMINATION OF THE CONTRACT paid to the Contractor or to the Owner as the case ton to {fir �- after discovery 14.7 TL'RMINAriON RY THE CONTRACTOR be, shall be cerdfMd by the Architect upon appkpyiun .gPaPh 1_4, o 141 (allure f payment by the fY f she condition. in the mariner pn�rded in Paragraph 9.4,and psis OWeRa_ net Purxliani to Paragraph 9.7, the Contractor shall 14.1.1 If the 11'ork is .topped for a peeled of Ihirh days Lion for paynreret s ed survive the .4,termination f doe Le tint" claim an Provided in Subparagraph 12.3.1 t3.2.3 The Contractor shall remove from the site all poi- under an order a( any court o other public irty days Contract UOns of the Work which are defective or non-conforming 1 MINOR OFAFaGEs IN TM WORK and which hare not been corrected under Subparagraph, IJ The AcheteNi wdt have authority to Order minor 4.51 13.2.1 and 13.2.2. unless removal is waived by the m the SVork not involvin Owner. g e Contract Ti m the xr suns w an ertensInt Of the Contract Time and c13.2.4 onfo If the Contractor fails to correct defective or non- insoSuch changes shall be eftexcied by n`stenl with the relent of the Contract Docu- conlwmmg Wwk as provided in Subparagraphs 1,5.1, 11111116 d" be binding on the Owner and the Contractor. w th Paragraphr13.2.2, he Owner may correct it in accordance _ 3.4. AiRt-1f7� 4114,000^ an Ain•GENE W wor4anwr4 CM fNF CONTRACT I�R CONSItUETlON•iHIRTf ENTH FDiTiwN UGUSTilia 1VR• TIIF Ara[RrGxN ebittwtf t>•ARCrloten. 173S NEW IOU AWslue, N w., WA1NiNG1wN tltlpial •GERAE CONOIJiONS Of mF CONTRACT hors CT>NnrieKTigV•TNtTt IENTN tDg tiG:ti ilN. .c--.. D.C. 1atFE AAA AIAa•EWT®1l}A>p• Tin NEAWRK'A/,N INSTITUTE OE AROefien, 173S I,ew son, Aye"M N.W..wAVrea sON or dew A201.11-b 11 ■ er Ill'" The Cmtrxtnr shalt designate A responsible mein- coverages afforded under the policies will not be Can of his o+gnrlieabon At the vile whose duty shall be the celled until at least thirty days' prior written notice has 1'3,6 The Owner and Contractor waive all rights against prlyent—I of accidents.This person shall be the Cootrx- been given to the owner, I each other and the Subcontractors,Sub subconraclon. ARTIM 12 W1 vupeonte""WEnt unless -•tfserwise designated by the agents and employees each of the other, and QI the tractor :n writing to the Owner and the Architect. /12 OWNER'S UARItiTY LIMIANU Architect and separate contractor,a Other, C7IANGES IN TIIE tt2.1 The Owner shall be responsible for y. and their sub- 1MfI The Contractor shall not bad Of respo purchasing contractors, sub-subcontractors, agents and employees, 72,1 CNANGEOIDWS the Wcxk to be loads; Permit am part and maintaining his own liability insurance and, at his for damages caused by fire or other perils to the extent SO as to endanger its safety. Option, may purchase and maintain such insurance as covered by Insurance obtained pursuant to this Parajr 12.1.1 A Change Order is a written order to the fHa9Gliflm will protect him against claims which may arise from 11.3 Or any other property insurance a liable to the 1Or signed by the Owner and Ifse A•rhlteCt Cotrx- 1 In an eve operations under the Contract. Work, except such rights as ilea nc to, sig a Of the Contract. Issued after Y rgen� a'fecting the safety of persons Y Y have to the pro- act, Authorizing a change m the Pmopenv the Contractor shall act, at his discretion, to 113 PR(WERTYY IWAALANCE ceeds of such insurance held by the Owner as trustee. Work or an adjustment in the Contract Sum w the Con- resent threatened damage, injury o tins. AM addititmal 713,/ Unless otherwise provided, the Owner shall pun- The foregoing waiver afforded the Architect, his agents trait Time. The Contract Stain and the Garrott Time may ornpensAtrdm o extension of time claimed by the Ccn- chase and mamann property insurance U and employees shall net extend 'o the lability imposed be changed orhly by Chage Order A Change Order actor os account Of emergency work shall be deter- Work at the site to the ful TMnsurabie value themofe This by Subparagraph 4,18.3. The Owner or the Contractor, as signed by the Contraclo indicates tsts agreement dii m� as provided :n Article 12 IOr Changes in the Work insurance shall include the interests of the Owner, the apptraropriate. shall require and he Anbttmtractnryy corm. with, including the adjostmerst m the Contras sum a ARTICLE 11 Contractor, Subcontractors and Sub-subcontractors in the the Contract Time. Work and shall insure against the perils of fire and ex- Prop agreements, written where legally required for INSURANCE tended coverage and shall include "all risk" insurance for validity, simile r warren each in favnn o'all other parties 12'1.2 The Owner,without invalidating the Compact,may enumerated in this Subparagraph 11.3.6. order changes in the Work within the genera: scope of Physical loss or damage including. without duplication of the Contract ceaeu bey of additions deleTiwu Or DOW 1.1 CONTRACTOR']LIASILIT'i iNSL4tANCE coverage, theft, vandalism and malicious mischief. If the 113,e If required in wrung by any porn' in interest. the revisnow, the Contaact Sum and the CcMict Time being 1,11 The C-orhtrxtor shaft urchase Owner does not value to purchase such insurance for Owner as trustee shall,u adjusted accordmgiy All such p and maintain such the full insurable value of the entire Wo-k, he shall m- Pon the occurnnce of an insured rdsartges rr,the Work >haN surance as will protect him from from set forth below form the Contractor in writing poor to commencement tins, give bond for the be authorized by Change Order and ball be Proper performance of his duties. performedo, h:ch MAN arse wit of o result from tl.e Contractor's of the Work. The Contractor may then effect in—lance Fee shall deposit al a separate account arty money so re- under appticable cdndttions o Nte Contact Docu- arons under the Contract. whether such operat;cm which w•11 protect the interests of himself,his Subcontiac- carved. and he shall distribute it in accordance with such merits. by hm.,elf sac by a^v subcontractor or by anyone di- ton and the Sub-subcontractors in the Work, and b' a agreement as the parties in interest may reach, o in ac- 12.13 The cost o credit to the Owner nes.:ging from a -fly or indirM2y employed by any of them, or by any- ) P cordance with an award by arbitration in which ax the change h the Work shag 10 determined m one frff om :r for whose Acts any of them may be liable to the to Change Order the rust s damaged shall y f charged procedom shall be as provided in Para to the Owner. H the Contractor is damaged ra !allure of such loss no other x I, ma 7.a If lacer of the following ways: ,7 calms under workers'or workmen's compensation, the Owner to purchase or maintain such insurance and to petal agreenhent is made, replace- ,1 by mutual acceptance dob av,benefit and other similar employee bene- so notify the Contractor, then the Owner shall bear all ment of damaged work shall be covered by an appropri- of A lurryt sum property fit acts, ate Change Order, Itemized and supported by surimient subsWstiatmg reasonable costs property attr.'Totabk thereto. it not ern- \ data to permit evaluation; ,2 claims for damages because of bodily injury, oc. emd under the all risk insurance or otherwise provided 3 b-unit prices stated In the Contrary c in the Contract Documents, the Contractor shall effect 713,8 The Owner as trustee soall have power to adjust Documents do iCp employee-: sickness or disease. or death of his and settle any loss with the insurers unless one of the subsequently agreed upon: employee-; and maintain similar property insurance on portion, of 3 claims fire damages because of bode injury the Work stored off the site or in transit when such parties in interest shall object in writing within five days •3 by cost to be determined m A manner agreed upon Y I ry. sick- poi- after the occurrence of loss to the Owner's exercise of this by the Parties and a mutually acceptable toed o n^ss w disease, or death of any Person other than Lions of the Work are to be included in an Application nit employees; for Pavmn e under Subparagraph 9.3.2. Power, and if such objection be made,arbitrators shall be percentage fee;or chosen as provided in Paragraph'A,The Owner xs trustee -a b1' that method Presided in Subparagraph 12-1.4. A claims for damages insured by usual personal in- 11.3.2 The Owner shalj purchase and maintain such boiler shall, in that caw. make settlement with the insurers in fury lability coverage which are sustained �ij by and machinery insurance as may be required by the Con- accordance with the directions of such arbitrators• if dis- i2'1•+ h mine of [!se methods see forth m Gauss anY person as a rrwh o/an oHense directly or in. tract Documents or by law. This insurance shall include tribution of the insurance proceeds 12 1.3-1, 12.1.3.2 Of 12.1.3 1 n agreed upon, use Cwmac- slowly related to the em the interests of the Owner, the Contracto Subcnntrac- quired, the arbitrators will direct such disttnbu t� is M. tor, p�,� he receives a written order signed by yfe ba the ContacN.N.o(2)by any o herd person; Owner, shalt tors and sub-subcontractors in the Work, Promptly proceed with the Wort, impoed, .S claims for damages,other than to the Work itself, 11.33 Any lc=s insured under Subparagraph11.3,7 If the Owner finds t nee The cost of such Kok shall then be demrmnrd by the because Of m:u tooa 113.t is to necessary o occupy al use a Architect on the basis of the reasonable expenditures and ry destruction of tangible Oe adjusted with the Owner and made payable to the portion or Portions of the Woe prior to Substantial Coen- savings of those performing the Work attributable to tte Property including lid:of use resulting therefrom. Owrnrr as trustee 'Or the insureds, as their interests may PI"ion r' m0f, such occupancy or use shall rot com- a appear, subject to the requirement-- of any applicable mence nor to a time mutually agreed to by the Owner Chmge•incfudmg, rn the case of An increase in the Con- .6 claims for damages because of bodily injury or mortgagee clause and of Subparagraph 11.3.8. The Con- and Contractor, and to which the insurance Company or tract$um,a reasonable aliawance for overhead and ploN death of an have Y Ir such Case,Arid AhO under Clauses 12.1.33 and 12.1,3 A Y Ilefshi o Property damage arising tractor shall pay each subcontractor a just share of any companies providing the property insurance hie ion- above, the Contractor out Of the ownership. maintenance or use of an) insurance moneys received by the Contractor, and by ap- sensed by endorsement to the policy-m pohcm. This in- form as the Architect r i�'D aAd present, m such onto.-chick. propriate agreement, •.vniten where legally r surance shall not be cancelled or lapsed on Account of i iropprescribe, a itemizedoe Vicet- salidity shall r R y required for such partial Occupancy togethrecr wren owde,..sale unless 01h nn data for mclin.wr The insurance required by Subparagraph 1;.1.1 shall "quire each Subcontractor to rake pay W uance co npany Consent of the Comtraror stun in a Change Order_ Unhkss otherwge prtnidi d m written Iw not less than any limits of hahili mints m his Sub-subcontractors in similar manner, and oa the insurance clot b,, re companies h such the Contract Oocvment- Cost shall be 8nuied to the fo* ry xp%+ich. occupant or use shall rxst fx unreasonably withheld. foaving: cost of materials, bxWing sales UA wfd cost of ache 1.gntrxl Documents, nr required by law, wi•ich- 113.1 The O:':ner shall file a copy of all policies with the r is great". Contractor before an esposure to loss ma) occ-r, 11.4 LOSSOS USE ttv'SLIRAHQ delivery; cost of labo, wAJ"dmg so" securiy, old age and unemlddtNIMIMt irnsurance, and hinge being is m ' It I The insurance required by subparagraph 11.1.; 11.3.5 If the Gon._clor requests in wrong that insurance il.11 The Cwryer,at his option,may purchat^and main- quired by agreement Or custom wv-rkers' W worksstews i It include comlractwl liability insurance applicable to for risks other than those described in Subparag-aPns Uin such insurance as will insure him against kin of use cronpenwtion insurance-bond pre:w ums: meala!vatw of � Contractor's obfigations under Paragraph 4.18. 113.1 and 11.32 or other special hazards be included in of his property due m fire er nth" hazards, Fhowever esluipment and mxfunerv: ash the additional coats of i the property insurance policy, the Owner shag, if pos- caused. The Owner to all rights of action against the supers ision and field office perseohd rLaety altnlsut,AFa If Certificateswith of Insurance Acceptable to the antOvenorf Bible. include such insurance, and the cosy thereof shai. Contractor for loss of use of his property, indolimg con- to the change. Pendingfoal 11 be filed with the Owner prior n commencement of Or chained to the Coniracto appropriate Change sequential losses due to Fire or other hoards borw v" Own", deierrruremad �coat Ar Nr Work. These Certificates shall contain a prw�ision Inv Ord". � 8 payments on arTnumt shall be ratio on the Ands: caused, to the extent covered b)- invut3nce under this test's Ge-tidcam for Payrnent The amount of credo I*be Au raocsavwi AaN—catwitm ruiaor otl or tea conlRAcr rot mvstTaxTicsi.thee t'aragr3ph 11.t. d"Oemd b)•IN,Comxto to tine Own"for am,dkdNiom A91-tYri ArM.m wit. Tea AN`Mn nmforl of rammncrs. rn rho soar Avenue. Nw wAAswMGTON. D.C. -- Au QQCM n Am.GFMR+LL(OxDnl(RS OF M co"Tp T tpa MWMIeTnM:.T"RTla tpIrI N'4VSi TaE AiA•. m,s!a. Tsai AAaehnA tldnTUTi Of.uUVWFWTk oat nit.,load AVNa11,xw..Yswvmveto 4.oc zam. A201-11r16 17 • TEST HOLE 12 ELEVATION 43♦ O� - 1. ML DARX BROWN SANDY SILT (TOPSOIL) 1 1' - 116" SM BROWN SILTY SAND (MEDIUM LENSE) W � TEST HOLE 13 �n I ELEVATION 424 GRASS COVER ML FROWN SANDY 9IL-2 WITH ROOTS (SATURATED) (SOF:1 > 4" - 2' SM/ML MOTTLED GRAY AND BROWN SILTY FINE SAND AND e SANDY F?LI OCC7SIONAL ZONE OF CLAYEY SILT (FILL) (MEDIUM STIFF! • I I W J W W a W W�Vy Z LOG OF TEST HOLES W ■ Sc'1 invest. 1B s K ATE 6 t TEST HOLE 8 ELEVATION 30+ SURFACE SATURATED 0' - 4' ML BROWN AND GRAY MOTTLED CLAYEY SANDY SILT WT' l OCCASIONAL ORGANIC MATTER AND GRAVEL 3" DIAMETER STICK AT 3' r NUMEROUS SMALL ROOTS AND TWIGS AT 4.0' ML GRAY CLAYEY SANDY SILT WIT4 ORGANIC MATTER (SOFT) R S' - 5'6" ML BLUE GREZN CLAYEY SANDY SILT WITH ORGANIC MATTER n AND GRAVEL (MEDIUM STIFF) (PROBED WITH ROD TO 6.$' IN MEDIUM STIFF SOILS) TEST HOLE 3 ELEVATION 36+ 0' - 1'2" ML DARK BROWN SANDY SILT (TOPSOIL) ;SATURATED) (SOFT TO MEDIUM STIFF) 1'2" - 3'6' S'.. BROWN SILTY VERY FIN£ TO FINE SAND (MEDIUM DENSE) TEST HOLE 10 i ELEVATION 46+ BLACKBERRY BUSH COVER i 0' - 8" ML GRAY BROWN CLAYEY SAN" SILT WI:`H ORGANIC " -F.R (FILL) (SOFT) 3 4" ML DARK BROWN SANDY SILTY (TOPSOIL) (SOFT) W J 2' SM BROWN SILTY SAND (MEDIUM DENSE) TEST HOLE 11 ELEVATION 41+ 1'6" DARK BROWN SANDY SILT (TOPSOIL) (MEDIUM STIFF TO STIFF) W r a 1'6" - 2' :=WN SILTY SAND (MEDIUM DENSE) O W Y V LOG OF TEST !SOLES SQ11Y IRVCR[ u 18 - 13 ywmo • r m "TIE 51 TEST 'POLE 5 ELEVATION 48+ 0' - 1' ML MOTTLED GRAY BROWN CLAYEY SANDY SILT WITH OCCASIONAL. GRAVEL AND CHARCOAL BITS (VERY SOFT TO MEDIUM STIFF) W 1' - 4' ML DARK BROWN CLAYEY SANDY SILT WITH ORGANIC MATERIAL; NUMEROUS CHARCOAL BITS (MEDIUM STIFF TO STIFF; O N i 4' - 4'2" ML LIGHT BROWN SANDY SILT WITH GRAVEL AND OCCASIONA. L CHARCOAL BITS (STIR) A S TEST HOLE 6 e ELEVATION 46+ LEAF LITTER COVER SURFACE SATURATED :ONE 0' - 4" OL REDDISH BROWN ORGANIC SILT 4- - 3'4" ML GRAY CLAYEY SANDY SILT WITH ORGANIC MATTER AND OCCASIONAL GRAVEL (VERY SOFT) - 4' SM GRAY SILTY SAND WITH GRAVEL (SSE TO MEDIUM DENSE) TEST NOLF. 7 ELEVATION 48+ GRASS COVER I 0' - 6" ML BROWN SANDY SILT WITH ROOTS (TOPSOIL) (SATUR4TED1 (SOFT) 1 6" - 1' SM GRAY AND BROWN MOTTLED SILTY SAND WITH GRAVEL (DENSE) _J 1' - 116.1 OL DARK ORGANIC SILT WITH SAND (ST19 ) I W a i z - o - W Y u W > S e u LOG OF TEST HOLES I b SciL IHveSt. B - 12 ►LATL 4 TEST HOLE 1 ELEVATION 90+ GRASS CO'JER 4" ML DARK BROWN ORGANIC SANDY SILT WITH OCCASIONAL GRAVEL (TOPSOIL) , SATURATED (SOFT) 4" - 11" SM MOTTLED GRAY AND BRAWN SILTY FINE TO MEDIUM SAw, W WITH GRAVEL (WEATHERED TILL) (MEDIUM DENSE) r f 11" - 116" ML SLIGHTLY MOTTLED GRAY SANDY SILT WITH OCCASIONAL M I GRAVEL (WEATHERED TILL) (STIFF) Jf e TEST HOLE 2 E1XVATION 78+ GRASS COVER 0' - 9" ML DARK BROWN SANDY SILT WITH OCCASIONAL GRAVEL (TOPSOIL) DAMP (STIFF) 9" - 119" SM BROWN SILTY 'VERY FINE SAND WITH OCCASIONAL CHAPCOAL BITS (MEDIUM DENSE) 1'9" - 3'S" SM BROWN SILTY VERY FINE TO FINE SAND (MEDIUM DENSE) n TEST HOLE 3 ELEVATION 84+ GRASS COVER 0' - 4" ML D.'1R:, 7POWN SANDY SILT WITH OCCASIONAL GRAVEL (TOPSOIL) SATURATED (SOFT) 4" - 11" SM BROWN SILTY SAND WITH GRAVEL (DENSE) W i1" - 1'6" SM BROWN SILTY 'VERY FINE 'M FINE SAND (MEDIUM DENSE) r =? TEST HOLE 4 ELEVATION 62r GRASS COVER 0' - 14" ML DARK PROWN SANDY SILT (TOPSOIL) (SOFT TO MEDIUM ST.*.Fr) - a 14" - 2' SM BROWN SILTY VERY FINE SAND WITH OCCASIONAL GRAVEL (MEDIUM DENSE) NO GROUND WATER ENCOUNTERED 0 r V O u LOG OF TEST HOLES a Soils Invese. 18 - 11 x oassims • rwr� PLATE ? 3 s rr�rr�w e 4 i C r. p a� om wit.wra. .f+mr } sails invest. Is provide observation and consultation services during the site development and earthwork phase of the project. We appreciate the opportunity of serving you on this project; if you have. any questions regarding the intention of our recommendations or if we can &$slat in the application of our recommendations to final design, please contact us. The following plates are attached and complete this report. Plate 1, Plot Plan Plate 2, Subsurface Soil Conditions Plate 1, Log of Test Holes Plate 4, Log of Test Holes Plate 5, Log of Test Holes 7 Plate 6, Log of lest Holes 7 Plate 7, Summary of Probes p Plate 8, Unified Soil Classification System Yours very truly, J'G�o""`"�+'p��� D7atn 9E e s q W ttle 409r-Tto �� y� 'ww.i"' and Project Manager JY.T:EG:ss 2 copies submitted 5784-005-05 cc: Almeter and Finlay, Architects (2) 701 Welch Road, Suite 1128 Palo Alto, California 94104 Attention: Mr. PAymond C. Almeter Skilling, Hells, Christiansen, Robertson )2) 2200 Financial Center 1215 Fourth Avenue Seattle, Washington 98161 Attention: Mr. Kent Rogers So 1l$ -8- o a ae.innvest. 13 - 6 the warehouse consist of 3 inches of asphaltic concrete placed over 6 inches of crushed base. A base course of 3 inches of asphalt-treated base (AM can be substituted for the crushed rock. This design is based on the assumption that all truck Loadings will be light to medium and that frequency of traffic will be fairly limited. In the remaining portion of the parking area we recommend that 2 inches of asphaltic concrete underlain by 6 inches of crushed rock be placed. Again, the crushed rock base can be replaced with 3 inches of ATB. Foundation support of th. addition to the warehouse can be obtained with footings bearing on the underlying silty sand and gravel. Footings should be extended at least 6 inches into these soils and should have a minimum wl.dth of 10 inches. Total confinement with respect to lowest adjacent grade should be at least IS inches. For these conditions, the footings can be proportioned using a bearing pressure of 4,000 pounds per square foot as applied to the total of dead plus long-term live loads. An increase of one-third can be used when considering seismic or -find forces. Footing settlements are expected to be nominal. The assumption used in developing the above recommendations anticipates that the warehouse addition will be supported on continuous wall footings and that structural loads will be relatively light. If this is not the case, we should be given the opportunity to review the foundation plans and the application of our recommendations. - 000 - An important element to the accomplishment of this project will be the evaluation and assessment of conditions encountered during earthwork. There will undoubtedly be variations from the expected depths of stripping at some locations in the area. We recommend that we be retained to soils invest. 1B - 7 If fill is placed over soft soils we recommend that paving in that area be delayed for at least 2 months after completion of filling to allow for settlement due to consolidation of the softer ma tarials. Thereafter, fine grading of the subbase surface could be accomplished and paving completed. The natural soils which underlie the upper soft topsoil zones are highly susceptible to disturbance by moisture and are not considered suitable for use in the grading end filling operations necessary for this project. We recommend that imported fill consist of clean, granular soil containing Less than 5 percent fines passing the No. 200 sieve. The initial lift of fill over the exposed natural soils should be approximately 12 inches in thicknes3. This lift should receive moderate compaction; however, care mast be taken to avoid developing pumping in any wet zones as the result of overcompaction. Subssquent layers of fill should be placed no more than 8 inches in loose thickness and should be compacted to at least 95 percent of the maximum dry density as determined by AASHTO Compaction Test Procedure 1-180. A minimum subbase of 12 inches of grar.alar material should be placed over the exposed dense natural soils. Localized variations i. th. „atural sub- grade soils may require somewhat more subbase fill, particularly where subjected to frequent, heavy wheel loadings during construction. Decisions on the need for additional subbase thickness should be based on field observations. A subbase of at least 3 feet in thickness should be placed in any areas where a portion of the upper soft soils are left in place. We recommend that the pavement section for the access roadway and that portion of the parking area which will comprise the truck route to -6- Soils Invest. 18 - I No 114 seepage or spring activity is encountered. In this case, we suggest that perforated pipe be laid in the ditches and the ditches backfilled with clean, free-draining material to collect and divert this seepage from beneath the paved parking area. Installation of the concrete culverts for diversion of the existing stream flow should include excavation of all soft soils which underlie the pipe. Granular bedding material should be placed to provide a stable suppurt for the pipes so that subsequent filling will not create settle- ments that would distort the drainage gradients. The site grading plans indicate that minor cutting wil. ❑e required along the access roadway and that an average depth of about 2 feet of fill will be necessary over much of the parking area. There are localized zones within the parking area where cutting or filling of several feet will be necessary. Prior to placing any site fill, all trees, brush, roots, and soft surficial soils should be stripped and wasted off site. The stripping operations must be accomplished carefully to avoid distur- bance to the underlying more stable materials. Over the major portion of the area, we anticipate it will be most cost-effective to strip all of the upper soft soils exposing the undsr- lying silty send and sandy silt soils. A Meld judgement should be made as to whether or not it will be practical to attempt to strip only a portion of the soft soils in the central portion o. the parking area. If this is to be done it should be accomplished using a backhoe working from a gravel fill pad to strip ahead of the filling operations. A filter fabric could he placed on the surface of the remaining soft soil to minimize the amcunt of mixing of the granalar fill. Hcwever, it may be difficult to do this in advance of the gravel pad necessary for support of the backhoe. -5- Soils Invest. 1B - 5 1 CONCLUSIONS AND RECOMMENDATIONS Control of the flow of water into and across the construction area is required to minimize the difficulties which will oe encountered in successful accomplishment of the earthwork for this project. Over meth of the area it will be preferable to strip entirely the soft compressible surficial soil. Where these soils are several feet thick it may be possible to limit the amount of excavation providing this can be accomplished without undue disturbance to the materials which remain. However, since most of the area of thicker soft surficial ^oil lies along the alignment of one of the creaks which wail be diverted into a culvert it may be necessary to remove all of the soft soils in any case to obtain suitable support for the pipe. We recommend that interceptor trenches be constructed along the access roadway and on the uphill side of the parking area. These ditches, together with the stream diversion culverts, should be installed prior to initiating general stripping operations so that runoff is controlled thoughout the site. It may also be desirable to cut temporary drainage ditches through the more wet arear of the parking area proper to achieve better drainage before stripping operations. The ditches which are constructed along the access roadway should be made a permanent part of the roadway section. Unless there are other development considerations, these can be left as open ditches. Provision must be made for collection and diversion of the flow from these ditches around the north end of the parking area at the westerly and of the access roadway. The interceptor ditches which are constructed along the uphill side of the parking area car be considered as temporary ditches which would be backfilled after completion of construction unless substantial I '4' Solls Invest. 18 - � �i marsh. The second streams enters the site from the South and flows towards 1 the marsh through a well defined drainage course. Subsuzfece Conditions: The subsurface soil ronditions to shallow depth are nonuniform across the proposed development area. These condi- tions, however, can be divided 1 o three major sections with Simi-ar conditions. As an aid, Plate 2 has been prepared to illustrate the approximate extent of each area as defined by our explorations. In general, the subsurface conditions can be characterized as consisting of saturated, soft, somewhat organic sandy silt deposits whicn overlie granular and cohasive materials which increase in consistency with depth. The upper soils In the southern portion of the proposed parking area and along the main access roadway alignment consist of 1/2 to 1 foot of soft, saturated sandy silt with roots (topsoil). Beneath these upper soft materials are natural and fill deposits of medium dense to den" silty sands snd medium stiff to stiff sandy silts with gravel. The central portion of the parking area, which contains tht northwesterly flowing drainage coura �, is underlain by up to 5-1/2 feet of very soft clayey sandy silt$ with organic saterial and gravel. The northeasterly portion of the parking arha is underlain by from 1 to 2 feet of soft, sandy silt with organic material (topsoil) . This deposit is, in turn, underlain by natural medium dense sandy silts and Stadium stiff silty sands. Localized zones of up to 3 feet of soft materials were encountered in puts of this area and some deeper localized zones of soft material can be expected randomly across the Site. The near-surface saturated conditions which exist on the site are not indicative of a high ground water table. Rather, this water is the accumulation of surface runoff which is perched on the relatively impermeable, mora den" natural soils which exist at shallow depth. -3- 9nils Invest. 10 - 3 44 Talbot Road, approximately 700 feet to the east. The existing parking lot, which 1s situated along Talbot Road immediately South of the pro- posed road location, will be extended to the new roadway. FIELD E%PLORATIC"1S The subsurface soil and ground water conditions at the site were explored by excavating 13 test holes to depths that range frrn 1.5 to 1 5.5 feet below the ground surface. A series of 18 probes was also performed to supplement the test hole data. The location of the test holes and probes are shown on the Plot Plan, Plate 1. The field explorations were performed by a geologist from our office who classified the soils encountered, maintained a log of each test hole and probe, and obtained representative soil samples. The soil samples were placed in moisture-proof containers and brought to our laboratory for further examination and evaluation. The test hole logs are shown on Plates 3 through 6 and the probing data are tabulated on Plate 7. The subsurface soils were classified in accordance with the Unified Soil -lassificatic,i System, as described on Plate S. SITE CONDITIONS The irregular surface of 'he proposed parkinq ar-a slopes downward in a northwesterly direction with a total change in elevation of approxi- mately 20 feet. The surface �f the site varies and consists of areas that are covered with grass, dec.duous and evergreen trees, thick brush, and ponded water. There is a large marsh which is situated immediately to the northwest of the proposed parking area. Two streams transverse he air*. The first stream enters the site from the east and follows a well defined drainage course for approximately 400 feet where the drainage ,-ourse becomes irraq^.11ar a- the runoff flora through a wooded area to the Is -2- 5olls Invest. 1B - 2 1 O• Excavation for catch basins shsll 0e to a death ni: Inrr,greater thar the catch basin Ind a sand cushion shell! be p, .. Concrete pipe, electrical conduit and other buried conduit; shall have a s`x-inch sand cushion placed :onpl-tei,. tro,m r,conduit. 3.05 FOUNDATION FOR PIPES A. Grade the tench bottom foundation at every Poi to provide a snooth, flan and •,tab" nt throughout the length of the pip.,. 8. Place pipe barrel on a minimum depth Of pipe beddlnp Wit. as shorn on the Drawings. C. In dregs where soft, unstable materials are encountered dl surface upon which the pipe bedding material is to be placeo remove the unstable material and stabilize the trench bottom . In accordance with APWA Section 61-3.03 A. The method selecte shall be approved by the Soils Engineer. Make sufficient dept" to develop a firm foundation for the pipe. If the need for sut overixcavation has been occasioned by an act or failure to on the part of the Contractor, make the replacement ar ,. addi[ideal cost to the Owner, D. Trench bottoms which become soft due to lacy or pf-otectl,r, *' the elements shall be stabilized at no additional rost to r Owner in accordance with APW 61- '-•',',q�" 3.03 A. The method sel+er, , shall be approved by the Soils Engineer, E. At each joint in the pipe, recess the bottom of the bedd•nr. required in such a manner as to relieve the bell of the pipe ., all load and to ensure continuous hearings of the pipe bar,.. I on the Firm foundation. F. Accurately shape the pipe Subgrade and fit the bettor, of the Pipe to the ox,avat%on. Use a drag template shaded re eon is r, to the out , t, of the papa If other methods do not prod, satisfactory -±,,,;ts• • 3.02 EXCAVATION FOR PAVED AREAS A. Prepare subgrade in accordance with Section 15 of the APWA Stan- dard Specifications. Compact the top 6 inches of existing material to 95% of maximum density, or where fill exceeds three feet , the subgrade may be compacted by at least one complete coverage by suitable compaction equipment such as a pneumatic-tired roller. B. Unauthorized excavations performed elevatn or specified shall be filled andcompactedwashherreinaftersspecified for filling and compacting with no additional payment therefor. C. re the Soils Engineer determines that the soil encountered at the elevations shown on the drawings is not capable of supporting the design load, or where unsuitable material is encountered, the Contractor will be issued a Change Order to remove the unsuitable soil , fill with approved fill material and compact as specified for filling and compactin Pasuch !zed additional excavation and fill will be ymentmade i for suchauthor- with the requirements of General Conditioncordance s. �N 3.03 EXCAVATION FOR LANDSCAPED AREAS A Remove soft surf icial soils to depths shown on the drawings. "°"fi�' '•r '+`*Compact subgrade with at least one complete coverage by suitable compaction equipment. 3.04 EXCAVATION FOR TRENCHES A. Dimensions: Make all trenches of open vertical construction. Where invert elevations are not shown, trench to a sufficiert depth to give d minimum of eighteen inches (18") of fill ab� ,e the top of exterior piFe measured from the adjoining finished grade. Trench bottoms shall be accurately graded. B• Trenches shall be of the necessary widths for the proper iayinq Of the pipe as hereinafter specified, and the tren-h banks shall be cs nearly vertical as practicable. Where trench width exceeds that shown on the drawings, the Contractor shall , with the approval of th rchitect, provide a better class pipe suitable for the design load at his ohn expense. C. The excavation for all catch basins and mannoles shall be suf- ficient to provide one-foot clearance b,,ween their outside surfaces .end the undisturbed earth bank. • 02200-4 C. The Contractor shall install the permanent interceptor trenches along the Access Road, the temporary interceptor trench east of the parking area and the two stream diversion storm drains (27-Inch, 36-inch and 42-inch pipes) before starting general excavation operations so that runoff will be controlled through- out the site. Until work is completed, remove water that may interfere with the proper performance of the work or cause ponding on the property. PART 2 - PRODUCTS 2.01 EvrAVATEO MATERIAL A. Excavated material shall be unclassified. Upon written approval of the Soils Engineer, if the unclassified material is considered suitable by him it may be used as back- fill in unpaved areas. r C• Unclassified material which is not found to be CceptaDley ' by the Soils Engineer shall be '* ��1,to of in accordance w th n Section 02200, para rr h 1,0 9 P 5, USE OF EXCAVATED MATERIAL. 2.02 FILL AND BACKFILL MATERIALS A. Fill and backfill materials under paved a icate as sW,ase material shall be imported cleanbank bank- inconform- ing to the requirements of Section 26-2,01 , Class A of the APWA Standard Specifications except that maximum size Shall rot exceed three (3) inches. 2.03 TOPSOIL . A. Topsoil shall be removed, classified and protected, as spscifi:d In Section 02100. 2.04 PIPE BEDOIN.^ MATERIAL A• Pea gravel or 5/8" minus crushed stone conforming to Class C material in accordance with APWA Standard F::ecificatinns Sec- tions 61-3.03 C 5• 2.05 CRUSHED ROCK DITCH LINING A. Crushed rock ditch lining shall Consist of the following grada- tions. U.S. Standard Sieve Size Percent Passing by Weight 2r, •, Ii0 5/6" 45-50 4„ 25-30 PART 3 - EXECUTION 15-20 3.01 CLEARING AND GRUBBING A. All work will be done in accordance with Section 02100. B• Remove topsoil and soft surficial soils to depths s.iown on the drawings. 0; - 3 1.04 TESTING AND INSPECTION A. Owner will conduct such tests as he deems necessary, and pay for same. Contractor shal perform and pay for all patching of test sample areas. B. If, based on tests o, 'he Soil Testing Laboratory, the subgrade or fills which have L;en placed are found to be below the specified density, the Architect will require additional compac- tion and testing at the expense of the Contractor. 1.05 USE OF EXCAVATED MATERIAL A. Site excavated material is not considered suitable for use in the grading and filling operations under paved areas. B. Site excavated debris, rubble, stumps, etc. shall be removed legally from the site and disposed of by the Contractor and in whatever manner he wishes at no extra cost to the Owner. Excess excavated material free of debris, rubble st may be placed on-site where shown on the drawings. Placement and compaction shall be as specified in Section 02200, paragraphs 3.06 and 3. I0. The area designated for excess excavation shall be graded so as to freely drain surface water. After completion of all grading and excavating work, the excess excavation are sha! 1 be hvdroseeded for erosion control. The area shall be planted with material consisting of a mixturA Of stabilizing emulsion, fiber, seed, fertilizer, and water. Seed shall be as approved by the Architect. Fiber shall be produced from cellulose such as wood pulp or similar organic material . Fiber mulch shall have the property of becoming evenly dispersed and suspended when agitated in water. When sprayed uniformly on the surface of the soil, the fibers shall form a blotter-like groundcover which readily absorbs water and allows infiltration of water and air to the underlyi m soil. The erosion control materials shall be mixed and applied in approximately the following proportions: Material Per Acre Stabilizing emulsion As recommended by manufacturer Fiber 2000 pounds Seed - Grass 100 pounds Fertilizer 400 pounds The Contractor will be responsible to obtain written approval to dispose of any material on private property. The Cont-actor shall furnish one copy of such approvals to the Architect. 1.06 PROTECTION r„ A. Verify existence and location of on-site utilities. Consult the Architect immediaN 1y for directions zs to procedure when piping or utilities are encountered during excavation. Cooperate with the Owner and utility companies in keeping their respective utilitiet in operation. ' 02200- 2 SECTION 02200 EARTHWORK PART 1 - GENERAL 1.01 DESCRIPTION Perform all grading, excavation, and backfilling as shown on the drawings and as necessary to satisfactorily complete the project. Unless otherwise indicated elsewhere in the Contract Documents, work under this section shelf Include, but not be limited to the following items: - A. Excavation, embankment and subgrade compaction. 0. Trenching, the construction and subsequent removal of trench shoring, trench backfill and compaction. C. Compaction. D. Dewatering of excavated areas. E. Erosion control of excavation and fill slopes. F. Haul of surplus excavation material. • G. Protection of trees. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Clearing and Grubbing: Section 02100 B. Demolition: Section 02110 C. Site Drainage: Section 02500 1.03 QUALITY ASSUPANCE Comply with all pertinent requirements of the following codes and standards. When a conflict arir.es between the following standards and these specifications, or between the standards, the more stringent provisions shall apply. A. Standard Specifications for Road and Bridge Construction of 'r. the State o Washington Department of Highways (WSOH), 1977. Standari Specifications for Municipal Public Works Construction of the American Public Works Association !APWA) Washington State Chapter, 1977. 't C. American National Standards 'nstitute A10.2, Safety Code for Building Construction. 'r D. ASTM 01557-70, Moisture De,,sity Relation of Soils. 02200- 1 a yX 0 B• Asphaltic Concrete: Where the plans show existing asphaltic concrete pavement tc be removed, the Contractor shall saw-cut the pavement to its full depth in neat straight lines. Paving shall be removed in such a manner as not to damage nor disturh adjacent paving to remain. 3.02 PERFORMANCE A. Concrete Curbs, Sidewalks and Asphaltic Concrete Pavement: Remove concrete curbs, sidewalks and Pavement shown on drawings. { 8• Concrete Endwalls: Where endwalls are shown to be removed, connecting pipe shall be removed to the joint closest to the end- wall and replaced. 3.03 CLEAN-Ui, A. Rubbish and Debris: Remove promptly from the site. Do not allow to accumulate on site. B• Vehicics: Inspect vehicles leavinn the site and, if necessary, have wheels and undercarriages hosed and washed before leaving the site. ' 3.04 DISPOSITION OF MATERIAL A. Title to Materials: Title to all materials and equipment to be 4 demolished is vested in the Contractor upon receipt Of Notice to Proceed. The Owner 'rill not be responsible for the condition, loss or damage to such property after Notice to Proceed. 8• Disposal of Waste: Remove from the site all debris, rubbish, and other materials resulting from demolition operation. END OF SECTION .r i 02110-2 f SECTION 02110 DEMOLITION PART I - GENERAL 1.01 DESCRIPTION A. Demolition includes all demolition and removal work shown on drawings and not specified in other sections. 1.02 RELATED FORK SPECIFIED IN OTHER SECTIONS A. Clearing: Section 02100 B. Earthwork: Section 02200 C. Site Drainage: Section 02 fi00 '� r r D. Asphaltic Concrete Paving: Section 02612 E. Curbs, Gutters and Sidewalks: Section 02620 1.03 QUALITY ASSURANCE ' A. Comply with all pertinent codes and regulations. 1.04 PROTECTION A. Existing Work to Remain: Protect from damage. If damaged, repair to match existing. B. Explosives: The use of explosives will not be permitted. PART 2 - PRODUCTS Not Used. PART 3 - EXECUTION 3.01 PREPARATIONk9 7 - A. Concrete Curbs and Sidewalks: Where the-plans k:p provide for match- ., ing new curbs or sidewalks with existing curbs or sidewalks, the Contractor shall saw-cut one inch before existing concrete is � removed. Removals shall be made so that adjacent roncrete to remain is not damaged or disturbed. 021i0-1 Ci' 1 I. Clear and grub site in accordance with Section 12 of APNA Standard Specifications. 2. Remove grass, weeds, trees, and other vegetation, debris or obstructions that interfere with installation of new con- struction. Also, remove such items elsewhere on the site or premises as specfically indicated. 3.02 TOPSOIL REMOVAL A. Strip topsoil to depths required in other section and in such manner so as to prevent intermingling with the underlying subsoil or other objectionable material . Remove heavy growths of grass from areas before stripping. B. Topsoil shall be stockpiled in storage piles where directed for use in new landscaped areas. Construct storage piles to freely drair. surface water. Cover storage piles, if required, to prevent windblown dust. 3.03 CLEARING AND GRUBBINC A. Except as specified otherwise for trees to be preserved, all other trees and shrubs that are within the site shall be removed and disposed of off the site as may be necessary. Stumps shall be removed entirely. B. Trees to be preserved withir the areas to be cleared are shown on the drawings. The Contractor shall mark these trees with red flags wrapped around the trunk. before any clearing is started. / C. Ca.,pietely remove debris protruding through the ground surface. 0. Fill depressions caused by clearing and grubbing operations with Q.r satisfactory soil material , unless further excavation or earth- ' work is indicated. E. Place fill material in horizontal layers and thoroughly compact to density as specified in Section 02200, paragraphs 3.06 and V' 3. 10. n' 3.04 DISPOSAL Of DEBRIS AND 14ASTE MATERIALS A. Dispose of all warty material and debris in accordance with Section 0220C, paragraph 1 .05 B. ' END OF SECTION 02100-2 i k. SECTION 02100 CLEARING AND GRUBBING PART 1 - GENERAL 1.01 UESCRIPTION A. Site clearing work includes, but is not limited to, removal of vegetation, topsoil stripping, and clearing and grubbing. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Demolition: Section 02110 B. Earthwork: Section 02200 C. Asphaltic Concrete Paving: Section 02612 L. Curbs, Gutters, and Sidewalks: Section 02620 1.03 QUALITY ASSURANCE A. Comply with all pertinent requirements of the following standard. $ When a conflict arises between it and these specifications, the more stringent provisions shall app!y. ' B. Standard Specifications for Municipal Public Works Construction of the American Public Works Association (AP14A) , Washington State Chapter, 1977. 1.04 JOB CONDITIONS A. Protection of Existing Improvements 1. Protect improvements on adjoining properties. 2. Restore any improvements damaged by this work to their original condition, as acceptable to the Owners or other parties or authorities having jurisdiction. PART 2 - PRODUCTS Not Used. eE PART 3 - EXECUTION 3.01 SITE CLEARING AND GRUBBING 02100-1 4; SECTION 1D UNIT PRICES CO,WITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. UNIT PRICES: Contractor sha'.1 quote Unit Prices for additions it deductions Of items of Work. All Unit Prices quoted shall be for installed, completely finished and operable units or systems unless otherwise indicated and shall incude overhead and profit, taxes, etc. so that they represent the complete price to the Owner. It is hereby established that these Unit Prices shall not apply to Work which the Contractor may elect to do or not to do, for the sake of his own convenience, nor shall they apply to Work required to be performed in order to correcr errors commited by tht Contractor. All Unit Prices shall be valid and in force during the Sift of the construction and shall be reconciled with the total construction cost, in accordance with Articli 12.1. before filing of the Notice of Completion. a END OF SECTION yw UNIT PRICES ID-1 SECTION IC ALTERNATES CONDITIONS OF THE CONTRACT and DIVISION 1, as Indexed, apply to this Section. ALTERNATE PRICES: Contractor shall state, in the spaces provided in the Form of Proposal. Alternate Prices for the Work described below. The responsibility of determining quantity of Alternates rests with the Con- tractor. Base Bid and Alternate shall include cost of all supporting elements required, so that no matter what combination of Base Rid and Alternates are accepted, that portion shall be a complete entity in itself. Work for all Alternates shall be in strict accordance with the Speciiications Sections noted and applicable to the specific work. Alternate No. 1: Water Main 6 Fire Hydrants Install 12" and 6" water pipe including valves, ells, tees, fire hydrants and water meters as shown on Drawings C-6, C-7, C-8, d C-9. Alternate No. 2: Sewer System Install 8" sanitary sewer including caps and manholes as shown on Drawing C-6, C-7, s C-9. Alternate No. 3' Water Service Install 1�" water service line including val.as, tees, water meter and connection to existing house as shown on Drawing C-6 6 C-7. END OF SECTION +S fmf' n 1C - Page 1 i} • MI✓OR 01VISIONS 6RAPN LE7TEA SYMBOL S OL rIPICAL OESC R/P7IONS YMB AND GIN AD COS.f( SOraf �w Gp SOILS N lYGm ... W.sls n.r.. r•�It�. ..r\.\. ...r. \.r ..•� .. GO nF •.w\ $A" %A%0 SMO MEANMEANsW fAMOr •�w\ —' wn .w «tl sOiU SP r.h• .....a—...a.=una. �. «a ENDED arrm rrf 7M ..r ....r:.r.. !r*r rrYF...i.r Sc ML G.... «[. «NA 1ra.r Y « Y NFw \LM h«rr{.Ir Iy( I f AND ^.11.aB ..••r�\ .... r ... Y.Y sau ct4n .(a CL .... G.„ ... . ..... ... \ f - OL ...... «.. .r lwl CIAYf w+ry r.w CN `r.., OM 0.6u.c SOIL[ 1 PT •.... _.. ..... .r.., �,. .., ..rh. F. w. ...... Y.r.... «.. c...m.n.w.. SOIL Cx-AggIgICATION CHART / t UNIFIED SOIL CLASSIFICATION SYSTEM 40 END Soils Invest. LB - Ih eras s r�wr PLATE 8 . CAOBE NUMBER DEPTH (FEET) 1 3.0 2 4.0 3 4.5 4 3.0 5 2.0 ~ 6 2.0 2S 7 2.5 W N 8 2.67 C O 9 3.0 10 4.0 11 5.0+ 1: 2.0 > 4.0 3 1.5 - 1.0 b 3.5 • 3.5 i2 3.0 'TOTES 1,2-INCH DIAMETER ROD WAS PUSHED INTO 502:. BY HAND. W J ')EPTH REFERS TJ OEPTH PUSHED TO RESISTANT SOIL. PROBE LOCATIONS ARE !HOWN ON PLATE 1. iY H 0 I c ' W Y u W � V —� SUMMARY OF PROBES a 0 a rLA7Y ,. , G• .ASTM A746-77 Ductile frog ;ravity H• ASTM 03034-77e Type PSM Poly (Vinyl Chloridei (PVC) Sewer Pipe and fitting••. 1.04 SUBMITTALS A. Submit manufacturer's prI„ted literature indicating producs Information correlated to specified requirements. a• submit certified copies of I-borator rq . data. as may be required to show con Rance with its and other tions, or materials specified herein. here spec if lca• .,., 1.05 SUBSTITUTIONS ',y rr Precast concrete manholes, or cast-In-place structures of similar design to those shown, will be allowed upon approv6 of the Architect. Manufactured frames and ccvers capable Of supporting AASHTO H-20 highway loads will be. allowed upon approval of the Architect. 1.06 TESTING INSPECTION .• z s':Pr S<:A ': The Owner will employ, at his own expense, a testing laborato, . to perform ail tests ;nd submit reports specif •d in this section, except as stated in Section 02560 - ).j4 below. PART 2 - PRODUCTS 2.01 CONCRETE SEWER PIPE Concrete sewer pipe shall conform to ASTM C-14 Cia,, ^, w,th rubber ring joints. 2.02 SEWER PIPE JOINTS 1 Sewer Pipe joints, including rubber rings, sha; . conform to 1' ASTM C443. 2.O? PIPE BEDOONG MATERIAL Pipe bedding material shall be pea gravel cr 5/81, ninus crushev stone conforming to Class C material per APWA Standard Specifi- cations, Section 61-3.03C5. 2.04 DUCTILE IRON POPE Ductile iron pipe may be used. P(pe selection shall conform to ASTM A746, with "iype 11 push-on or Type 3 mechanical Joints. 02560- 2 '1i ' iA SECTION 02960 SANITARY SEWER PART 1 - VNEP.AL 1.01 DESCRIPTION A. PrOv de relocation and modifications to existing gravity rani- 1'`s^� tar sewer lines and a Vng construction. Maintain continuous, uninterrupted fio,r during construe[1 nn. - B. Furnish and Install new sanitary sewer lines and appurtenances. " + 4 C. Abandenment and capping of existing srnitcry sewer lines. ` � A i� �•� D. Plug all abandoned pip,. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS Clearing n Grubbing: Section 02100 Demolition: Section 02110 Earthwork: Section 02200 1.03 QUAL!TY ASSURAOXE In addition to complying with all codes and regulations, comply with all pertinent recommendations contained in the following documents. When a conflict arises hets�een the following standards and these specifications, or between the standarr's, toe more stringent provisions shall apply. A. Standard Specifications for Municipa+ Public Works Constructioa of the American Put c Works Association (APWA) by the Washington State Chapter, 1977. B. Standard Specifications fir Road and Bridge Construction of the State of Washington Department of Highways (WSDH), 1977. C. Standard Specifications of the American Association of State Highway and Transportation Officials (AASHTO). D. ASTM C14-77 Concrete Se%•er, Storm Drain, and Culvert Pipe. E. ASTM C478-77 Precast Reinforced Conciete Manhole Sections. F. ASTM c41.3-77 Joints for Circular Concrete Sewer ' and Culvert Pipe, Using Rubber Gaskets. 02560- 1 1 't x �...�,arw�.r.-war.arr��.-_ - ---- - -_- -- — — --a.n..�ca....r..4 _..ur:.�:a____t-• raa�arafotaa 3.04 CATCH BASIN INSTALLATION A. Bedding: Use sand fill for catch basin bedding, four inches in death, compacted and extending either'tomthe' f limits of excavation or to a minimum of 12 inches outside the outside limits of the base section. In the latter case, the bal- ance of the excavated area shall be fille "th bank-run gravel , well tamped to the level of the top of tf dding. The bedding course shall be level and =_month to assure uniform contact anu support of pre-ast elements. B. Precast Catch Basin Placement: The precast base shall be placed prepared bedding so as to be fully and uniformly supported on the: C. In true alignment and making sure that all entering pipe- can Le inserted on proper grade. Baclafill : Backfill around catch basins shall be adequate a foundation fo- connected pipes. D. Frame and Grate: The inlet frame may be either cast into a concrete collar or set dawn or concrete adjustment blocks and mortared. The grate top elevation shall be set one inch below the pavement finish elevation ` not be grouted into place withou, permission drawings. the Architect. 3.05 INLET WITH DEBRIS BARRIER INSTAI.L., ION , A. The soft surficial soil shall be excavated approximately 3 feet in depth and removed from the site. bank-run gravel shall be placed and compacted in layers as scecified hereinbefore up to the level of the bottom of the precast concrete section. B. The precast section shall be carefully placed on the compacted bank-run gravel 50 as to be fully and uniformly supported in true alignment, and making sure that the entering dipe can be inserted on proper grade. C. The area adjacent to the precast unit shall be filled with well camped unclassified fill . 3-C: UNDERDRAIN INSTALLATION Inst-ll underdrain in accordance with those portions of APWA Section 65 applicable for the pipe material selected. END OF SECTION 02500-7 F. Outlets: I` ,ylight pipe in accordance with the drawings. x 3.03 DRAINAGE CATCH BASINS AND MANHOLES P;. . A. Manhole Bases: The manhole base section shall Je precast per ASTM C478. Precast base sections shall he placed on a well-graded bedding course conforming to the requirements for storm drain bedding, '+ but not less than 4 inches in thickness and extending either to +'?•� the limits of the excavation or to a minimum of 12 inches out- s , side the outside limits of the .:se section. In the latter -a", the balance of the exca,.?cod area shall be filled with ,a bai,a-run gravel well Camped to the level of the top of the ' bedding to positively prevent any lateral movement of the bedding when the weight of the manhole is placed upon it. The bedding course shall be firmly tamped and made smooth and level to assure uniform contact and support of the precast elements. Precast Base Placement: The base section shall be carefully placed on the prepared bedding so as to be fully and uniformly supported il, true alignment, and making sure t.-at all entering pipes can be inserted on proper grade. B. Placing Precast Manhole Sections: The joints for the precast concrete manhole shall be made of cement mortar or "0" ring joints. The walls shall be constructed true to line and grade. Morta.-: shall be placed on the groove of the lower section of the pipe prior to placing the next section of pipe. The entire joint shall be completely filled with mortar and trowelled to a smooth surface. C. Manhole Inverts: The irverts of the manholes shall be constructed in conformance with the details si,own on the drawings. The manhole inverts .hall provide a smooth flow-through character;stic. No sharp edges or rough sections which w' ll tend to obstruct the flow of water will be permitted. Where a full section of sewer pipe is laid through the manhole, the top shall be broken out, and the manhole walls and the exposed edges of the pipe treated with bonding agent and then completely covered with mortar. All cement mortar used in the construction of the inverts shall be trowelled smooth. D. Frames and Covers: Manhole frames shall be set >o the tops are all flush with the surface of the adjoining pavement, one inch above ground surface in topsoil areas, or 6 inches above ground surface in undeveloped areas, unless otherwise shown on the drawings or directed by the Architect. No more than 12 inches of adjustment brick is permitted. • 02500-6 ' . sewer or from a designated starting point. The storm drain Pipe shall be installed with the bell end forward or upgrade, unless approved otherwise. When pipe laying is not in progress, the forward end of the pipe shal ! he kept tightly closed with an approved temporary plug. Concrete Pipe Joints: Flexible gasketed joints shall be assembled in strict accordance with the instructions furnished by the pipe manufacturer, and shall be in accordance with other provisions described herein except in an/ case where they may be inconsistent with the manufacturer's instructions. Pipe handling after the gasket has been affixed shall be care- fully cOotrolled to avoid disturbing the gasket and knocking it out of position, or loading it with dirt or other foreign material. Any gaskets so disturbed shall be removed and replaced, cleaned and relubricated if required, before the joint is at- tempted. Bedding: The pipe bedding shall be placed so that the entire length of the pipe will have full bearing. No blocking of any kind shall be used to adjust the pipe to grade except when used with embedment concrete. Bell holes shall be dug as required to assure uniform support along the pipe barrel . • Storm Drain Line Connections: Storm drain line connections to existing lines shall be left uncovered until after an acceptance inspection has been made. After approval of the connection, the trench shall be backfilied as specified in Section C220C after first covering the bare n'pe with imported sub-base material compacted to a depth of twelve (12) inches above crown of pipe. D. Line and Grade: Variance from established line and grade shall not he greater than one thirty-second (1/32) of an inch per inch of pipe diameter and not to exceed one-half (I/2) inch, provided that such variation does not result in a level or reverse sloping invert; provided also, that variation in the invert elevation between adjoining ends of pipe, due to non-concentricity of joining surface and pipe interior surfaces, does not exceed one sixt--fourth (1/64) per inch of pipe diameter, or one-half (1/2) inch maximum. E. Connections: Connections to storm drains, manholes, and other appurtenances shall be made in accordance w;t.h the drawings. Pipe branches, stubs or other open ends which are not Io be inmedi-tely connected shall be capped or plugged. ' 02500-5 j C. The consistency of the Joint mortar shall be such that it will adhere readily to the pipe. No mortar shall be used where its Ingredients have been mixed for a period greater than 30 minutes. 2.09 UNDERDRAIN A. Underdrains shall be six-inch 6" to AP14A Section 65. Other pipe materials fmay beace aused ins cwith rming approval of the Architect. B. The filter blanket material shall comply with APWA Standard Specifications Section 65-3.04 A. PART 3 EXECUTION 3.01 EXCAVATION, BEDDING, AND BACKFILL A. Trenching and backfill shall be in accordance with Section 02200. B. Di , ;e of excess material as specified elsewhere. C. Pipe bedding shall be APWA, Class L. Mrc • w 3.02 PIPE LAYING r I A. Removal of Water: The Contractor shall at all times provide and k maintain ample means and devices tc remove and dispose of all l water entering the trench excavation during the process of laying the pipe. 1 4. Preparation of Storm Drain Pipe: All pipe and fittings :.hall be C carefully inspected before being laid; and cracked, broken or defective pipe will not be used in the work. C. Laying Pipe Relocation Work: Maintain contiguous, uninterrupted flow during all relocation and modification operations. Pipe Laying: Every precaution shall be taken to prevent foreign materials from entering the pipe while it is being placed in the trench. During laying operations, no debris, tools, clothing, or other materials shall be placed in the pipe. The storm drain pipe, unlass otherwise approved by the Architect, : • shall be laid up grade from point of connection on the existing ' 02500-4 a ft ,+s K B. Fabricated portions of steel pipe shall be hot-dipped galvanized In accordance with AASHTO Specification 4-<32, 2.05 In MANHOLES A. Manholes shall be built up of precast concrete sections conforming to APWA Standard Specifications Section 63-2.09 as shown on the drawings. B. Sections shall be ASTM C478 with circular reinforcement- C. Cones shall be eccentric with wall thickness and reinforcement similar to that of the straight sections. D. Steps shall be hot-dipped galvanized after bending one-inch round steel bars conforming to APWA Section 63-2.02 B at 12-inch " spacing. E. Manhole rings and covers shall be 24-inch diameter cast iron. Cover will bear the cast inscription "DRAIN". zd F. Manholes shall con°orm to APWA Standard Plan 037. Manhole diameters shall be as shown on the drawings. 2.06 INLET WITH DEBRIS BARRIER '7. Inlet shall be precast concrete similar to Washington State Highway Standard Plan 8-26c. 1. Grating shall be galvanized ,after fabrication. 2.07 CATCH BASINS a» Ca"h basins shall conform to APWA Type 11-C, Standard Plan dy;, Frame and grating shall be as shown on the drawings. 2. MORTAR A. The joints of the precast manholes, if used, shall De made with cement mortar consisting of ore part cement to two parts sand. B. Materials for mortar shall consist of well-graded sand which will . pass a 1/8-inch screen; admixtures may be used cot exceeding the following percentages of volume of cement: r Hydrated Lime percent (SR) Fireclay, diatomaceous earth, 10 nercert (10%) or other inert materials 02500-3 1.04 SUBMITTALS A. Submit manufacturer's printed I -terature indicating product information correlated to specified requirements. B. Submit certified copies of laboratory test reports and other data as may be required to show compliance Of materials specified herein with these specifications. 1.05 SUBSTITUTIONS Precast concrete inlet structures and manholes, or cast-in-place structures of similar desinn to those shown, will be allowed upon approval of the Architect. Manufactured frames and grates rap- able of supporting AASHTO H-20 highway loads will be allowed upon approval of the Architect. ywr -y 1.06 TESTING INSPECTION w mt aT r The Owner will employ, IS'• ,°ts mD Y, at his own' expense, a testing laboratory to perform all tests and submit reports specified in this section. 6 ,a , �"• +' PART 2 - PRODUCTS 2.01 CONCRETE STORM DRAIN PIPE a {n A. Concrete storm drain pipe, except 15" and over, shall conform to ASTM C14, Class 3 with rubber ring joints. r •� B. 15" pipe to 42" pipe shall be reinforced, and shall conform to ASTM C76, Class 3. Wall "B" ; 2.02 STORM DRAIN PIPE JOINTS Storm drain pipe joints, including rubber rings, shall conform to "++'ASTM C443. 2.03 PIPE BEDDING MATERIAL Pipe bedding material shall be pea gravel or ,/$" minus crushed Section 61-3.03 stone cnnfor03 to Class C mat - ial per APWA Standard Specifications, C 5. 2.04 CORRUGATED METAL PIPE A. Galvanized steel pipe may be used. Pipe selected shall conform to AASHTO Specification, Tyne M-36 or M-167. 02500-1 s , A • SECTION 02500 SITE DRAINAGE PART 1 - GENERAL 1.01 DESCRIPTION A. Provide modifications to existing storm drain Ines and appur .e nances. Maintain continuous uninterrupted flow during construction. 0. Furnish and install new storm drain lines and appurtenances. 1 .02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Clearing and Grubbing: Section 02100 B. Earthwork: Section 02200 ..,. - i 1.03 QUALITY ASSURANCE �. oS In addition to complying with all codes and regulations, comply with all pertinent recommendations contained in the follow ing documents. When a conflict arises between the following standards and these specifications, or between the standards, the more stringent provisions shall apply. "r A. Standard Specifications for Municipal Public Works Construction of the American. Public Works Association (APWA) by the Washington State Chapter, 1977. 0. Standard Specifications for Road and Bridge Construction of the State of Washington Department of Highways (WSDH). C. Standard Plans for Road and Bridge Construction - 1976 of the State of Washington Department of Highways (WSDH) . D. Standard Specifications of the American Association of State Highway and Transportation Officials (AASHTO) . E. ASTM C14-77 Concrete Culvert, Storm Drain and Sewer Pipe. F. ASTM C76-77 Reinforced Concrete Culvert,Storm Drain, and Sewer Pipe. G. ASTM C478-77 Precast Reinforced Concrete Manhole Sections. p. H. ASTM c443-77 Joints for Circular Concrete Sevier anJ 1h Culvert Pipe, Using Rubber Caskets. 02500-1 t� 3• I5 DE14ATERING A. Provide and maintain at all times during construction, ample means and devices with which to promptly remove and properly dispose of all water from any source ent:ring the excavations or other parts of the work. Oewater by method which will ensure a dry excavation and preservation of ti-: linished lines and grades of the bottoms of excavations. B• Dispose of water away from the work in a suitable manner with- out damage to adjacent property. Do not drain water into work being built or under construction without prior approval of the Architect. Dispose of water in such a manner as to no- menace the public health. 3. 16 DAMAGE r'a Damage done to existing pavement or structures from heavy construction eq,ipment shall be repaired by the Contractor at no expense to the Owner. 3. 17 PROTECTION OF TREES A. Where trees are indicated to remain, Contractor will take care to limit damage to the root system to the minimum required to properly execute his work. B• Where roots are cut or abraded by heavy equipment, cut back excavation an addition 1 '-0" by hand and saw roots neatly. Seal ends of roots with approved material. END OF SECTION ^t ,a . 02200-9 - t .T D • C. Finish Grading: Spread stockpiled topsoil to 12-inch thickness at all areas that have been graded and are not covered byimprove- ments. 3. 12 TOLERANCES I . A. After grading, all surfaces shall be checked by use of a template (a minimum of IO-feet long) constructed to give the true surface in accord, ice with the elevations and grades shown on the draw- ings, witE.n a maximum tolerance of plus or minus }-inc{, in any ten feet. Irregularities found when coecking with the template , shall be corrected by blade grading, adding or removing sub-grade material as required. After grading. the sub-grade where, r shall he compacted as hereinabove specified and again checked rked with the ,emplace. The cycle of smoothing and leveling in and re-checkingwith the .until compact- the sub-grade is bught to the incorrect shall be eanddgrades. x 3. 13 DISPOSAL OF MATERIALS s DEBRIS Excess material and debris shall be disposed of in accor(;ance with Section 02200, paragraph 1 .05, USE OF EXCAVATED MATERIAL. q,p� 3. 14 SHORING "(vs yvt1`? • A. All trenches and other excavations which require that workmen enter the excavated area, and which have a depth o` 4 feet or more, shall be shored and cribbed unless the earth face is exca- vated at its angle of repose. B. Properly support all trenches in strict accordance with all Pertinent trenchwalls rules regulations. g n Brace,in such a mannerthat they will ebe safet, andsandothatll the ground alongside the excava, ion will not slide or settle, and that all existinn �mnrovements of every kind, either on public or private property, ',, be fully ,' -Otected from damage. In the event �f damage, ;mmediately make all repairs necessary to the approval of the Architect at no idditfon.1 cost to the Owner. C. Arrange all bracing, sheeting, and shoring so as to not place stress on any portion of the completed work until the general constru-lion thereof has proceeded far enough to provide ample strength. D. Exercise care in the withdrawing or renuval of sheeting, shoring, bracing, and timbering to prevent collapse or caving in of the excavated faces being supported. 1 n20c-3 B• After the pipe has been properly bedded, fill for a minimum of twelve inches above the top of the pipe with imported sub-base material , compacting as specified in Paragraph 3. 10 below. C. Backfill the remaining depth of the -cnch with unclassified material in landscaped areas and unimproved areas and with im- portrd subbase material everywhere else. D. Place all Imported sub-base and unclassified fill in eight. inch lifts, compacting to specified density after each lift and before the next one is placed. Methods of compaction shall be approved by the Architect. 3.09 SPOT SUBGRADE REINFORCEMENT Areas of soft, spongy, or otherwise unsuitr.ble material which is located within the pavement areas shall be removed and wasted. The material removed shall be replaced using materials and methods as specified herein. 3 IC COMPACTION +r A. Subgrade compaction shall be as spe fied hereinbefore. • B. Initial 12-inch lift of granular sub-base material under paved areas--90%. Subsequent 8-inch lifts of granular sub-base raterial under pave, areas--95%. ar Unclassified fills and backfills in landscaped area--85%. C. If pumping occurs in wet areas because of overcompaction, the :ontFactor shall remove and replace the defective material using material and methods as =pecifieo herein at no addition cost to the Owner. 3. 11 GRADING A. Rough Orading: Grade entire area to reasonably true and even surfaces to conform to slopes and grades shown on drawings; make S` Proper allowance for `ase course, paving, and topsoil . Grade to uniform level, or slopes between points where grades are given; r, round surfaces at abrupt changes of level. B. levels: Rough grade areas to the following levels: Asphaltic concrete Pavement-----to underside of base course material or ATB Concrete sidewalks--------------to underside of concrete landscaped areas--------------- to 12 inchcs below finished grades shown 3 02700-7 'g i BACr,F I LL Material for fill and backflll for paved areas and the inter- �iedlate course over pipes shall be imported bank-run gravei . Material for fill in areas to ue landscaped shall be topsoil for the uppermost twelve inches. r Fill and backfill in unimproved areas, in the upper course of pipe trenches where not under material when a pavement, may be unclassified approved by the Architect. ^lace fill material in horizontal layers ;r, such a manner as to produce a uniform thickness of material . Placement shall start in the deepest area and progress approximately parallel to the finished grade. The initial lift of fill shall be twelve inches in loose thickness and subsequent layers shall not exceed eight inches in loose thickness. No fill material shall be placed on areas where free water is standing, on frozen subsoil areas, or on surfaces which have not been approved. ..07 BEDDING FOR PIPES ' A. Place pipe Ledding material , as specified in Paragraph 2.04, to the depth shown on the drawings in the bottom of all pipe trenches and trenches to receive conduit. - ®• Compact the bedding material after placing by thoroughly saturating with water and vibrating it with jetting equipment and a concrete vibrator stinger at maximum intervals of two feet aionn both sides of the pipe once it is in place. C. At each joint in the pipe, recess the bottom of the bedding as required in such a manner as to relieve the bell of the pipe of all load and to ensure continuous bearings of the pipe barrel on the firm foundation. D. Take special care to provide 3 firm bedding support on ,he underside of the pipe and fittings for the f-11 length of the pipe. 3.08 BACKFiLL FOR PIPES A. Trenches and other excavations sha' I kfilled until approved by the Soils Engineer and -d representative Of the local agency having jurisd:ct'3 •ect u,ili- ties and public works. 02200-6 .t.. i ti `r VALLEY GENERAL HOSPITAL-�, ., y W-=516� Sari nnbrook & 43rd Provide barricwJos and warning devices ,c. required to s a,r�:',• protoct pavement and the general public. 1. Cover openings of structures iu the area or paving n,it: ; s permanent coverings are placed. rSt; ds 3. 13 WEATHER CONDITIONS Do not work under weather conditions wfich will adversely .tff,ra the quality of paving or painting. Paving adverse weather !sdefined by AP'WA Section 34-?. ". 3.14 ASPHALT TESTING A. Maximaan percentage ui' .weds o coarse oggregate, when tested accordance with ASTH C131 or AASHTO T-96: not more than 40t , {. Mineral Filler: Limestone dust, portland cement, or other suitable inert material complying• with the requirements of FCi" 0242 or AASHTO M-17, as applicable. C. Asphalt Cement_ Comply with the requirements for r ohalt semen. as specified in the Asphalt Institute Specificatlor. :S-7; nenn_r- - Mon grade: 60-70. 3.15 QUALITY CONTROL TESTING DUPING �GNSTRIJCTIOri A. 4sphait is concrete oixtures shall be sampled and LCbcuJ quality control during construction of ihn Asphalt;,- Concr•r Courses as follows: Material Requirement Test Methco .'lumber of Test ._ Uncompacted Sampling (AASHTO) Not less than on. Asphaltic Asphalt Cement AASHTO T 168-55• (1) per Jay and Concrete Mix Content AASHTO T I614-70 'rss thar n,-. Mechanical '-��-•�I Analysis Extracted Aggregates AASHTO T 30-70 In-plan pave- Density and As specified in One i. li +peas^c• ment Thickness "Density and each 500 square j, Thickness of completed Asph, Requirement" Concrete- Cour- 0. Density and Thickness Requirement: 1. Pavement specimens of each completed 'sphai,ic Concre,• Course shall be taken on the basis specified hereinbef + The diameter of the pavement specimens shall be nu* �¢ ]I 02612-9 R elevations will not be reflected immediately in the finished surface and shall also confine the edges of the mixture to true lines. D. The Pares shall be equipped with blending or joint leveling devices for smoothing and adjusting all longitudinal joints between adjacent strips of surfacing. E. Roll after placing of top course with 8 to 10 ton tandem roller. To prevent undue displacement or shoving, roll only at the correct rolling temperatures. Begin at the edges progressing to the center. F. Rolling shall proceed continuously until all roller marks are eliminated and the required density 7s obtained. To prevent adhesion of the mixture to the roller, the wheels shall be kept properly moistened, but excess•v1 use of water shall not be permitted. 3. 10 FINISH TOLERANCES ' Finish all surfaces to the following tolerances: A. Base course, top course or ATB surfacing shall have such smooth- ness that at no point shall it vary more than 3/3" under a 10 ft. straight edge, except where changes in grade occur. S. Asphaltic Concrete Surfacing: Surfacing shall have such smoothness that at no point shall it vary more -han 4" under a 10 ft. straight edge, except where changes in grade occur. 1. 11 REMEDIAL MEASURES Upon direction of the Architect, cut out and/or rework all sur- faces and subgrade areas not acceptable to him. Perform all remedial measures at no additional cost to the Owner. 3. 12 CLEANING AND PROTECTION A. Cleaning: After completion of pavine, ope, stions, clean surfaces of excess or spilled asphalt materials to the satisfaction of the Architect. B. Protection I. After final rolling, do not permit vehicular traffic on asphalt concrete pavement until it has cooled and hardened, and in no case sooner then 6 hours. 02612-7 r 3.06 TOP COURSE A. Provide 2-inch compacted total thickness. Spread top course material uniformly on the subbase in one lift with shovels .,r forks from piles along the sides of areas to be surfaced or from dumping board, )r by means of approved spreaders. B. Each lift shall be thoroughly rolled with 8 to 12 ton tandem roller. Rolling shall begin at the edges, progressing toward center and rolling continued until the top course material is thoroughly compacted uniformly to 95% of maximum density at optimum moisture content. 3.07 ASPHALT TREATED BASE (ATS) Construct ATO to the depths and areas indicated on the drawinq: In accordance with VSHO Division 4. 3.08 PRIME COAT A. Apply when top course and adjacent concrete surfacer are clean and dry. Air temperature must be above 600F. Apply to top course surfaces and to concrete surfaces abutting top course material with a distributor at the rate of 0.3 gals/sq yd. r B. Apply prime coat at least 24 hours before placing binder course. Contractor shall maintain the primed surface until the surfacing has been applied. C. Prime coat is not required if AT$ option is used. 3.09 ASPHALTIC CONCRETE A. Required compacted thickness ofpaving shall be as detailed or noted on drawings. Nominal compacted thickness of any course shall not exceed 2 inches. Placing equipment to consist of one or more self-contained power propelled units or pavers, provided with ar activated screed or strike-off assembly, capable of spreading and finishing hot plant mix surface source 8 to 10 ft. wide, true to the line and grade. Length of the main screed shall be adjustable to lay courses in widths of more than 8 ft. In 6-inch increments. 8. The receiving hopper shall have sufficient capacity for dumping trucks without decreasing the speed or efficiency of the placing equipment. C. The Pavers shall employ mechanical dev:ces -ach as equalizing runner, straight-edge runners, even arms or other compensation devices to adjust the grade line so that minor changes in grade 02612-6 •*a y- 1 PART 3 - EXECUTION 3.01 JReACE CONDITIONS Prior to all work of this section, carefully insoect the surfaces to which asphaltic conu•ete pavement will be applied and verify that all work of other trades is sufficiently complete to allow this installation to commence. Verify that all - -ading has baen performed to the tolerances required and teat the pavement instal- lation will produce surfaces of the designed slope anu pattern. In the event of discrepancy, immediately notify the Architect - ... and proceed as he Directs. 3.02 EQUIPMENT A. Equipment for paving shall be spreading, self-propelled, asphalt paving machine or machines capable of maintaining line, grade, r and minimum course thickness shown on the drawings. A spreader box or manual methods may be used in areas not accessible to the machine. B. Equipment for compacting shall be equipment capable of achieving the specified decree of compaction. Nand-operated mechanical vibrator- may be used in areas not accessible to the compacting ' machine. 3.03 SUBGRADE Subgrade shall be prepared as specified in Section 02200. I 3.o4 BASE COURSE A. Compact subgrade to line and level required. Bring to a firm unyielding surface by rolling with a tandem 8 to 12 ton roller. Areas inaccessible to a power roller should be thoroughly com- pacted by hand tamping. Maximum depth per lift--4 inches. B. After above compaction, bring complete areas to a firm unyielding surface with a thickness including top course, as shown or noted t on drawings. C. All grades to be properly established for top course. Roll with a tandem 8 to 12 ton roller. Bring to at least 95% of maximum density at optimum moisture content. 3.05 TACK BOAT P A. Tack coat shall be provided on vertical surface of existing asphaltic concrete where new asphaltic concrete abuts. Apply tack coat in accordance with APWA Sectinn 34-3.02. 02612-5 tiV °r t i r Test on Original Asphalt Flashpoint, C.O.C. , 0F, min. T-73 440 440 Sol. in Trichloroethylene T-44 99 99 ) % min. *TFO may be used but RTFC shall be the preferred method. **Original penetration as well as penetration after RFTC loss will be determined by AASHTO Method T-49. All other applicable specifications shall remain in force. 2.06 ASPHALT-TREATED BASE (ATB) Materials and methods of construction shall be in accordance with VSHO Division 4, ;v :on 4-06, except e : follows: A. Sections 4-06.3(7) , 4-06.4, and 4-06.5 do not apply. B. Compaction of the asphalt treated base shall be at least 95 percent of the molded density of the laboratory sample. The laboratory Marshall stability shall be 500 pounds minimum when ' tested in accordance with ASTM D1559• Requirements (Marshall Test) Method Number of blows of compaction 75 ASTM D1559 of each side of molded specimen Flow (maximum) , hundredths of 20 ASTM D1559 an inch Percent voids, total mix 3-8 Figure I Percent voids, filled with asphalt 63-80 Figure 1 2.07 HEODERBOAROS AND STAKES All headerboards and stakes shall be Redwood, construction heart grade, or steel form boards with steel pins. Except that at existing pavement edges where no formboards wers used, none are required. 02612-4 2.02 TACK COAT Tack coat shall conform to APWA Section 34-3.01 A. 2.03 TOP COURSE Top course shall conform to Section 23-2.01 of the APWA Stan- dard Specifications. 2.04 PRIME COAT Cut-back type asphalt complying with the requirements for liquid asphalts as specified in A. I . SS-2, as follows: A. Grade: MC-70 S. Grade: RC-70 2.05 ASPHALTIC CONCRETE MATERIAL A. The asphaltic paving mixture shall meet the requirements of APWA Standard Specification, Paragraph 2.03 of Section 34 for Class "B" mix without mineral filler. Contractor to determine proportions. ' B. Section 34-2.03 C of the OPWA Standard Specifications shall be modified to allow liquid asohalt to meet the Pacific Coast Uni- form AR (Aged Residue Specifications) . The Asphalt Specification for AR 4000 or AR 4000W asphalt is as modified below. The modifications shown are the same as those adopted by the Washington State Highway Department. 1976 ASPHALT CEMENTS VISCOSITY GRADE AT 1400F, (60C) ON RTFC RESIDUE VISCOSITY GRADE AASHTO SPECIFICATION DESIGNATION TEST METHOD AR 4000 AR hOOOW Test on Residue from RTFC Procedure-Calif. Method 346E* Abs. Vis. at 1400F, peise T-202 3300-5000 2500-5000 Kin. Vis. at 2750F, cs. , min. T-201 275 275 Pen. at 770F, 1009/5 sec. min. T-49 25 40 2 of original pen. at 770F cm. ** 45 45 Ductility at 770F, cm. , min. T-51 75 y Ductility at 450F, (Icm./min) Cm., min. WNSD 213A 10 02612-3 C. Specifications for Asphalt Cements and Liquid Asphalts (SS-2) by the Asphalt Institute. D. ASTM C117-76 Materials Fine, than 200 Sieve. E. ASTM C136-76 Mineral Aggregates by Washing Sieve or Screen Analysis of Fine and Coarse Aggregates. F. ASTM D75-71 Aggregates Sampling. G. ASTM 0242-70(1975) Mineral Filler for Bituminous Paving Mixtures. H. ASTM D1557-70 Moisture Density Relation of Soils. I. Before delivery of materials, certified copies of the reports of all tests required in referenced publications shall be submitted and approved by the Architect. i 1.04 TESTING INSPECTION The Owner will employ, at his own expense, a testing and inspection laboratory to perform all sampling, testing and 6SE Inspectioc and submit reports specified in this section. 1.05 ENVIRONMENTAL CONDUCTIONS i Weather Conditions: Do no work in freezing weather or when 7 subgrade is frozen or muddy. ti r 1 .06 PRODUCT HANDLING Take all means necessary to protect asphaltic concrete paving materials before, during, and after installation and to prevent damage to the installed work of other traAes, In the event of damage, immediately make all repairs or replacements necessary to the approval of the Architect and at no additional cost to the Owner. PART 2 - PRODUCTS 2.01 GRAVEL OR CRUSHED STONE BASE COURSE Crushed aggregate, per Section 1;-2,01 of APWA Specifications. Aggregate material shall be sampled In actor-lance with ASTM 075-71. Aggregate gradation shall be tested in accordance with ASTM 017-76, and ASTM CI36-76. Mi 02612-2 SECTION 02612 ASPHALTIC CONCRETE PAVING PART I - GENERAL 1.01 DESCRIPTION A. Asphaltic concrete pavement required for this work is indicated on the drawings, and includes the paving of parking areas, drive- ways, roadways, 4alks and the replacement, repair and restr ation of asphaltic concrete pavement where removed or damaged during construction of other work of this Contract- G. Work includes, but is not necessarily limited to: Base course; headerboards and stakes; top course; asphaltic concrete surfacing; prime coat; and all operations required to achieve firmly paved a and properly grained parking areas, driveways, walks, and roadways. C. Asphalt treated base is an alternate to base and ton courses. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Earthwork: Section 02200 ` B. Site Drainage: Section 02550 C. Pavement Striping: Section 02618 D. Curbs, Gutters and Sidewalks: Section 02620 1.03 QUALITY ASSURANCE As modified herein the following standards and specifications shall apply to this work: A. Standard Specifications for Road and Fridge Construction of the State of Washington Department of Highways (WSDH) 1977, except as herein modified. 1. Paragraphs io WSHD entitled, "Measurement" and "Payment" shall not apply. 2. Where the term "State' is urea. It shall mean "The Owner". 3. Where the term "Engineer" 1. used, it shall mean "Architect". B. Standard Specifications of the American Public Works Assor.iatior (APWA), Washington State Chapter, 1977• - , 02012-1 of the Architect. The Contractor shall furnish all labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work Incidental thereto. Precautions shall be taken to prevent joints from drawing d-iring the tests, and any damage resulting from tests shall be repaired by the Contractor at his own expense. The manner and time of atinq shall be subject to approval of the Architect. The Architect may limit the footage of pipe laid prior to testing. All wyes, tees and stubs shall be plugged with flexible jointed caps, or acceptable alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal snail provide a socket suitable for making a flexible jointed lateral connection or extension. 0. Test Procedure: Gravity Sanitary Sewer Lines: A light held In a manhole shall show a practically full circle of light through the pipeline when viewed from the adjoining end of the line. Exfiltration tests shall be given in accorda, ce with APMA Section 62-3. 10A, by filling with water so that the head will be at least 6 feet above the crown of the upper end of the section being tested. The amount of leakage shall not exceed five-tenths (0.5) gallon per inch of diameter per hour per one hundred ( 100) feet of pipe. ' Low pressure air tests shall be given in accordance with APMA Section 63-3. 100, 3.05 RESTORATION Restore pavements, planting and gravel areas to their original condition. END OF SECTION ( i i 01560- 7 bedding when the weight of the manhole is placed �n it. The bedding course shall ue firmly tamped and made smooth and level to assure uniform contact and support of the precast elements. Precast Base Placement: The base section shall be carefully placed on the prepared bedding so as to be fully and uniformly supported in true alignment, and making sure that all entering pipes can be Inserted on proper grade. 0. Placing Precast Manhole Sections: The joints for the precast concrete manhole shall be made of cement mortar or "0" ring joints. The walls shall be constructed true to line and grade. Mortar shall be placed on the Iroove of the lower section of the pipe prior to pla6 nq the next section of pipe. The entire joint shall be completely filled with mortar and trowelled to a smooth surface. C. Pipe Connections: All sewer pipes entering or leavicg the manhole shall be provided with flexible joints within I}-pipe diameters of the manhole structure and shall be placed on firm!, compacted bedding, particularly within the area of the manhole excavation which normally is deeper than that of the sewer trench. Special Cale shall be taken to see that the openings through which pipes enter the structure are completely and firmly rammed fyll of mortar to ensure watertightness. D. Manhole Inverts: The inverts of the manholes shall be constructed in conformance with the details shown on the drawings. The manhole inverts shall provide a smooth tiow-through characteristic. No sharp edges or rough sections which will tend to obstruct the flow of water will be permitted. Vhere a full section of sewer pipe is laid through the manhole, the top shall be broken out, and the manhole walls and the exposed edges of the pipe treated with bonding agent and then completely covered with mortar. All cement mortar used In the construction of the inverts shall be trowelled smooth. E. Frames and Covets: Manhole frames shall be set so the tops are all flush with the surface of tf+ adjoining pavement, one inch above ground surfece in topsoil areas, or 6 inches above ground surface In undeveloped areas, unless otherwise shown on the drawings or directed by the Architect. No more than 12 inches of adjustment brick is permitted. 3.04 TESTING A. General: Ali gravity sanitary sewers shall be cleaned prior to testing and shall be tested after backfill by the exfiltration method, or by the Iw pressure air method. r A11 work involved In cleaning and testing sewer lines between manholes "11 be completed within 15 working days after baekfil- ling. Any further delay will require the written consent 025A 6 F • Concrete Pipe Joints: Flexible yasketed Joint shall be assembled In strict accordance with the instructions furnished by the Pipe aanufacturer, and shell be in accordance with other provi- slons described herein except in any case where they may be � + � Inconsistent with the manufacturer's instructions. Pipe handling after the gasket has been affixed shall be carefully controlled to avoid disturbingthe gasket and knocking it � ';�. �-• out ri position, or loading it with dirt or other foreigr material. Any gaskets so disturbed shall be removed and replaced, cleaned and relubricated if required, before the jointing Is attempted. Bedding: The pipe bedding shall be placed so that the entire length of the pipe will have full bearing. No blocking of any kind shall be used to adjust the pipe to grade except when used with embedment concrete. Bali holes shall be dug as required to assure uniform support along the pipe barrel, Sewer Line Connections: Scwer line connections to existing ' lines shall be left uncovered until after an acceptance inspection has been made. After approval of the connection, the trench shall be backfilled as specified in Section 02200 after first covering the bare One with imported sub-base material compar,ted to a lepth of twelve (12) inches above crown of pipe. D. Lin- and Grade: Variance from established line and grade shall not be greater than one thirty-second (1/32) of an inch per inch of pipe diameter and not exceed one-half (1/2) inch, provided that such variation does not result in a level or reverse sloping invert; provided also, that variation in the invert elevation between adjoining ends of pipe, due to non- concentricity (,f joining surface and pipe interior surfaces, does not exceed one sixty-fourth (1/64) per inch of Pipe diameter, or one-half (1/2) inch maxis m. E. Connections: Connections to sewers and manholes shall be made in accordance with the drawings. 'Ipe branches, stubs or other -,pen ends which are not to be immediately connected shall be upped or plugged. >,03 SANITARY SEWER MANHOLES A. Manhole Bases: The manhole base section shall be precast per ',STM C478. Precast base sections shall be placed on well-graded b-dding course conforming to the requirements for sanitary sewer bedding, but not less than 4 inches in thickness and extending either to the limits of the excavation or to a minimum of 12 inches outside the outside limits of the base section. In the latter 1 use, the balance of the excavated area shall be filled with bank-run gravel well tamped to the level of the top of the bedding to positively prevent any lateral movement of the I' 02560- 5 I PART 3 - EXECUTION g; 1a. 3.01 EXCAVATION, BEDDING, AND BACKFILL A. Trenching and backflll shall be In accordance with Section 0220C. B• Dlspose of excess material as specified elc-where. C. Pipe bedding shall be APWA Class C. � 3.02 PIPE LAYING �3 a A. Removal of Water: the Contractor shall at all times provide 4 and maintain ample means and device, to remove and dispose Of all water entering the trench excavation during the proces.of laying the pipe. ' } B. Preparation of Sewer Pipe: All pipe and fittings shall be carefully Inspected before being laid, and cracked, broken or defective pipe shall not be used in the work. C. Laying Pipe Relocation Work: Maintain continuous, uninterrupted flaw during all relocation and modification operations. • Pipe Laying: Every precaution shall be taken to prevent foreign materials from entering the pipe while it is being placed in the trench. During laying operations, no debris, tools, clothing, or other materials shall be placed in the pipe. Laying of sewer pipe shall be accomplished to line and grade in the trench only after it his been dewatered and the bedding has been prepared. Mud, silt, gravel and other foreign material shall be kept out of the pipe and off the jointing surfaces. All pipe laid shall be retained In position by mechanical means or otherwise, as approved by the Architect, so as co maintain alignment and joint closure until sufficient backflll has been completed to adequately hold the pipe in place. All Pipe shall be laid to conform to the prescribed line and grade shown on the plans, within the limits that follow. The sewer pipe, unless otherwise approved by the Architect, shall be laid upgrade from point of connection on the existing sewer or from a designated starting point. The sewer pipe shall be installed with the bell end forward or upgrade, unless approved otherwise. When pipe laying Is not In progress, the forward end of the pipe shall be kept tightly closed with an approved temporary plug. 02560- 4 I 4 (o hV. F AY� Iq . 2.OS PVC PLASTIC •I Pi: +T e PVC plastic pipe n8Y 1,e used. Pipe on shall conform ( to ASTM 03034. Ij2�b 2.05 �' 5." • PRECAST MANHOLES ,„,� ` A. Manholes shall be built a of t. P precast conprete sections conforT ing to APWA Standard Specifications Section 63-2.09 as shown nn the drawing:. Sections shall be ASTM C478 ,ith circular reinforcer,.ent. wn' - Cones shall be eccentric rolth wall thickness and reinforcement •- ` similar to that of the straight sections. •• D. Steps shall be hot-dip galvanized after be•tding 1" round steel bars conforming to APWA, Section 63-2.028 at 12" spacing. , E. Manhole rings and covers shall be 24" diameter cast Iron, conforming to APWA Standard Plan No. 42, or equal. Cover will bear the cast inscription "SEWER". F. ^rames and covers shall be free of cold shuts, or cracks or any surface odefects which kwould [Impa serviceability. Repair of defects by weldingor Impair • mill not be Permitted. ' smooth-on 2.07 MORTAR ^. The joints of the precast manholes shall be made with cement mortar consfstinr of one part cement to two parts sand. a• Materials for "artdr shall consist of well-graded sand which will pass a '/8-inch screen; admixtures may be used not exceeding the follow;ng percentages of volume of cement., Hyd-,,ted Lime 5 percent (5%) Fireclay, diatomaceous earth, or other Inert materials 10 percent (102) The consistency of the joint mortar shall be Stich that It will adhere readily to the pipe. No mortar shall be used where its Ingredients have been mixed for a period greater than 30 minutes. 02560- 3 SECTION 10A MISCELLANEOUS SPECI.II.TIES CONDITIONS OF THE CONTRACT and DIVISION 1, as tndexeq, app: SCOPE: Supply and install all Miscellaneous Specialty 3tazs as sho•.a c:: Drawings and as specified herein. SHOP DRAWINGS: Per SUPPLEMENTARY GZNERAL CONDITIONS, submit brochures s-_ Shop Drawings of all items showing sizes of members, machods of constr•;c and mounting techniques. Q JUNTEE: Per GENERAL CONDITIONS. ,1E4SURL4ENTS: Verify all dimensions shown on Drawings by taking fist_ measurements; proper `it and a .uchment of all parts is requited. COORDINATION: Coordin,te cooperate with all trades :chose Work re'_ate•. S. any way to items spec.£Led 'herein so Work progresses smoothly and a a❑•. delay. ^ INSPECTION: Examine all subsurfaces to receive Work and report in to General Contractor, with a copy to Architect, any conditions detriments' to Work. Failurr to ^beerve this injunction constitutes a saiver to any subsequent claims to the contrary and makes Contractor responsible for a-; corrections Architect may require. Commencerent of Work mill be construac as acceptance of all subsurfaces. DELIVERY AND STORAGE: Deliver and score all 'reins in drv, protected areas. Keep free of corrosion or other damage. Replace any damaged items, or parts, at no cost to Owner. aaCHORAGE: Furnish and install all anchorage devices required to instal:. the item and its appurtenances, complete. P-avide anchorage in ample tim` when required to be built in by other trades. I_iSTALLATION: Install all items not called for to be installed by aacufac- turer or supplier. Install per details an Drawings. :manufacturers' prictsc installation instructions and anv additional requirarents specified. - WASTE RECEPTOR: Fiberglas trash receptor, with single opening; P.einfurced Pias.ic Industries, Inc. R10-1, a:range peal texture, color se selected by Architect. END OF SECTION section 9L PAINTING 6 PINISNINC, Scope: here in and Suoply and apply ail Painting and Finishing Work as specified elsewhere as noted on the drawlags, except ".cork which may be specified. of another section ever as being the particular r by esponsibility Of .ions (Trades) all c be painted or inisheutas part ofthea other c Work of this shall Section rades) Su`rface_ a No[ TO Be painted or sFecified elsewhere Traffic striping Stringers, treads and risers of temporary stair General Re uirq_am?nts Newly exposed aurfaaes of ware �,ise shall be painted to match ex ion ilg. A. B. Deliver materials to site in manufacturer's sealed containers, legends and labels intact. Y C. Protect all items not to be painted or preficished. D. Wash any unprimed galvanized metal with a solution of "Galva-Cleaner", allow to dry. Materials Cowman b Campbell or equal to match existing. Application All surfaces shall receive three coats of fi:,ish as recommended by the manufacturer. END OF SECTION PAINT 6 PIN i 9Ir1 CONNECTI6.+S: A. Nails: Bright common wire nails, galvanized for exterior Work. Subdrill where necessary to avoid splitting. B. Bolts: Drill bolt holes 1/32 inch larger than bolt diameter. Use square plate or malleable iron washers v�:der heads and nut where they year against wood. Re-tighten bolts immediately prior to concealing with finish Work. Re-tighten exposed bolts immediately prior to final inspection. C. Las Sc revs and Screws: Subdrill. use square plate or malleable iron washer under lag screw heads when they bear on wood. D. Fabricated Connections: 1. Sheet metal galvanized of size and type shown on Drawings. 2. Structural Steel: ASTM A36. Welding by qualified welders in con- formance with AWS D1.O. One shop coat of paint per Federal Specifi- cation TT-P-86, Type 11 'o all parts not embedded. TERMITE CONTROL AND DECAY PREVENTION: Remove all wood, including form lumber, scrap lumber, shavings and sawdust in contact vith ground. SAFETY TREAD: Size as indicated Flex-Tred 300 as manufactured by Wooster Products, Inc. END OF SECTION r RO CARP 6A-7 SECTION 6A ROUGH CARPENTRY CONDITIONS Of THE CONTRACT and DIVISION 1, as indexed, apply to '.his Section. SCOPE: Supply and install all Rough Carpentry "ork as shown on the Drawings and as specified herein. SHOP DRAWINGS: Not required ;¢�5(TitEPfENTS: Verify all dimensions shown on Drawings by taking field measurements; proper fie and at of all parts is required. Before uch other Work commencing Work, check all lines and 1-vels indi,ated and s as has been com?Leted Should there by any discrepancies, immediately report in writing to Architect. In event of failure to do so, be respon- sible for correction of any errors. Coordinate Work with other trades (Electrical, 4echani,.al, CO ORD RNA?ION: Plumbing, etc.) and do all cutting and patching required to accommodate their Work. Protect adjacent Work. DELIVERY AND STORAGE: Deliver and store lumber on sills and cover t:r protection. See SUPPLM-NTARY GENERAL CONDITIONS for additional delivery Is, and storage requiremer•s. GENERAL REOUIRE.fENTS: A. Provide each piece of lumber or plywood used for structural framing graded and marked with grade and trade mark of a lumber grading organization approved by Architect, exccepptt eh Leat d a in certificate lieu of Of grade from such a grading organization may P trade marks when approved by Architect. Trade mark of manufacturer shall also appear on each piece. E Grading Rules: Conform with all applicable requirements of slericin rad- Lumber Standards 'Simplified Practice Recommendation R-16 ar,' to grad- ing rules of manufacturer's association under whose riles the lumber is produced. Conform all irements of U.S. Dept. Of C. CeferencommercesCommercialStandards•Standards and hAmerican uWood Preservers Association Standards, as they apply. 400D BACKING: Provide all wood backing, furring. stripping or blocking all&t4ndicated or required for ins enLngsirequired on tbyr ocher Tradesen of k oStructuralf all r trades. Cut and frame all op members shall nor be cut, notrhed, or driller except as shown or noted on Drawings. RO CARP 6A-1 Steel: All miscellaneous steel sections shall be standard, cold-rolled sections conforming to ASTM A36 or ASTM A7. Fabricated items requiring welding shall in all cares be made from ASTN A36 steel. Steel Pipe: ASTM 1-53; Standard I.P.S. unless shown otherwise, Grade B. Wall Braceets: Julius Blum 6 Company, Inc. , 1,1386 ma Ileahi ron or equal. a ENO OF SECTION %RCN METAL ,D-3 F. Furnish all necessary templates and patterns required by other trades and any items that are built into Work under other Sections. Supervise and be responsible for proper location and installation of built-in items. All items required to be embedded in concrete, or built into partitions and other locations, shall be delivered properly marked or identified to respective Contractors. Provide holes and connections for work of other trades and sake necessar• connections. G. When possible fit and shop ..saemble, ready for erection, with shop and field connections riveted, welded or attached with screws, countersunk and finished flush where exposed. H. Provide positive insuiatlon of metals .from contact with masonry and different metals from contact with each other where necessary to prevent corrosion. J. Galvanize all ferrous metal exposed to exterior, unless otherwise speci- fied. Fabricate into largest practicable sections before galvanizing. 1. Hot-dip galvanize any required steel shapes, plates, bars and other minor assemblies per ASTM A-113. 2. Any required small steel, cast steel articles and hardware v,ch as bolts, nuts and washers: hot-dip galvanized per ASTM A-15,. INITALLAITON: Install plumb, level, square, and true and in proper align- ment and relationship to ::ork of other trades. Manufactured items shall be installed by manufacturers or their authorir+d representatives per manu- '' faccurers' installation instructions. PAINTING: A, Shop coat paint all ferrous metal. B. Clean iron and metal to be painted of all scale, dirt and dust by steel scrapers, wire brushes or sandblasting. Clean oil and grease with petroleum naptha. C. Thoroughly work paint into all Joints by brush; overall application shall consist of brush or spray coat of specified metal primer. D. Give any painted built-in portions one field coat of primer on all abraded parts after installation. MATERIALS - All metals: shall be new, free from defects impairing strength, durability and/or appearance, and shall be formed in accordance with detail drawings to true, straight and sharply defined profiles. ARCH METAL 5u-2 SECTION 51) ARCHITECTURAL 9£TAL$ CONDITIONS OF THE CONTRACT and 0:7ISION 1, as indexed, apply CO this Section. SCOPE: Supply and install III Architectural Mecaldork for exterior and l cerior as shown on Drawings and as anchorage devicesied herein, Including re quired specifn¢ all ed quired shop--p Di;�I:;�S: Per SUPPLENENTARy GENERAL CONDITIONS, submit fully detailed Shop Drawings, including full scale details of any ornamental and work and a complete schedule of all work included in this Section. Fabri- cation of Work decorative shall not commence until Shop Drawings have been approvedCOContractor. k GUARANTEE: Per GENERAL CO•ND I T IONS. 4EASLTS: Verify all dimensions tv t fit and attachment of all items is akin requ' i g field measurements; proper 41 * COORDINATION' Coordinate with a l lI mato I requirM for erection other ri installationaues for . and other loose site of Stems. DELIVERY A.c STORAGE: Protect Ercm Deliver and score materials in dry protected area,. ousti and ocher damage. Remove Inv damaged items from site and replace at no cost to Owner. FALRI_ C�N: A. Standard commercial products conforming to requirements of Drawings and Specifications may be used subject to approval of Architect, Proper size bolts. lucs shall be drawn golf with CLghe and and threads upset. Screws and bolts shal•1 be standard and washers provided where necessary. A. Suild anchors and ocher connecting members required in concrete into concrete as work progresses to avoid unnecessary cutting and drilling. C. Execute all Work using skilled metal workers only. Use only certified welders. Do only s„t;, work at site as cannot reasonably be performed In the shop. Make cuts, bends, punching and drilling aceurat., nut and properly located. Grind and t."e smooch all pare exposed to view; length Leave exposed surfaces frog of fabrication marks• !lake members trua cc co allow assembly without fillers. D. Do all welding per A.W.S. welded atcac galvanising. Specifications. Apply "P.egaly" to any surfaces we ARCH METAL 5D-1 B• Extruded Cement Concrete Curb: 1. Materials and methods of construction shall be in accordance with Section 36 of the APWA Standard Specifications. C. Cement Concrete Sidewalks: I. All concrete sidewalks shall be a minimum of 31-inches thick. Place concrete on compacted sub-base material . 2. Deposit and spread concrete in a continuous operation between construction joints. Consolidate concrete along the face of forms and adjacent to construction joints with an internal vibrator. Keep vibrator away from joint assemblies, rein- forcement, or side forms. 3. Provide contraction joints by scoring the surface to a depth - of one inch, as shown on the drawings. Take care that score lines are straight, e�v,,;y and accurately located. Expansion joints shall be formed using }-inch expansion joint material , full depth of slab. Provide between walk and building and at not more than 30 feet on center. 4. Work edges of sidewalks and formed joints with an edging tool , and round to }-inch radius unless shown otherwise. Eliminate tool marks on concrete surface. Provide Droom finish on sidewalk by drawing fine-hair broom across concrete surface, perpendicular to line of traffic. Repeat operation as required to provide fine line texture acceptable to Architect. 5• Do not remove forms for 24 hours after concrete has been placed, unless otherwise acceptable to the Architect. After form removal , clean ends of joints and paint up any minor honeycombed areas. Remove and replace areas or sections with major defects. 6. Apply curing material and cure for 7 days. END OF SECTION j 0 02620-4 ?` , 1 I. Cement Type: ASTM C150 Type IA Air Entraining Portland Cement. 2. Coarse Aggregate Size: 3/4" minus, ASTM C33. 3. Slump: 3 inches. 4. Air Content: 4j% t,: 6j%. 5. Strength: 3,000 psi at 28 uays. 6. Admixture: As selected by the Contractor and approved by the Architect. No calcium chloride will be permitted. 8. Curing Materials: 1. ASTM C171 of type as selected by Contractor. 2. ASTM C309, Type 2, Class B. C. Reinforcing Steel : ASTM A615, Grade 40 or 60. D. Expansion Joint Fillers: ASTM D1751. PART 3 - EXECUTION 3.01 INSPECTION A. Verify that earthwork is completed to correct line and grade. B. Check that subgrade is smooth, compacted, and free of frost or excessive moisture. C. Do not commence work until conditions are satisfactory. D. Concrete mix shall be certified accordance with Parpjraph IS of ASTM C94. 3.02 INSTALLATION A. Cast-in-Place Concrete Curbs: 1. Set forms to line and grade. 2. Provide J" expansion Joint material , full depth. Provide Joints at no more than 30 feet on center and at tangent points & of all radii . 3. Place concrete In position without separation of concrete materials. Consolidate concrete with mechanical vibrators. Round face of curb at top with finishing toot of correct radius. Finish exposed surfaces with wood float followed by light brushing with broom, brush or burlap. Apply curing material and cure for 7 days. 02620-3 G. ASTM C309-74 Liquid hembrane Forming Compounds for Curing Concrete. N. ASTM A615-76a Deformed Billet Steel gars for Concrete Reinf. I. ACI 301-72(R75) Specification for Strut. Concrete for Bldgs. 1.04 SUBMITTALS A. Certification: Portland cement concrete compression, yield, and air content tests per Paragraph 15, ASTM C94. B. Submit sample heavy broomed sidewalk finish for approval. 1.05 ENVIRONMENTAL CONTPOLS A. Allowable concrete temperatures: 1. Cold weather: Maximum minimum, ASTM C94 2. Warm weather: Maximum concrete temperature, 90-degrees F B. In addition to other requirements, in cold weather, treat, protect, and preps'-^ the subgrade to be free from frost when the concrete is deposited. C. Concrete placement will not be permitted when, in tho opinion of the Architect, the sun, heat, wind, or limitations of facilities furnished by the Contractor prevent proper finishing and curing of the concrete in accordance with the requirements of this section of the specifications. 1.06 P^)TECTION Protect Portland cement concrete from vehicle or pedestrian traffic for a minimum of seven days. 1.07 TESTING AND INSPECTION i The Owner will employ, at his own expense, a testing and inspec- tion laboratory to perform all tests and inspections and submit reports specified in this section or in ACI 301. i PART 2 - PRODUCTS 2.01 MATERIALS A. Ready Mixed Concrete: ASTM C94 i A 02620-2 1 t SECTION 02620 tf CURBS AND GUTTERS AND SIDEWALKS PART 1 - GENERAL 1.01 DESCRIPTION A. Curb, gutter and sidewalk work r drawings. eq ui red is indicated w" the 1 B. Included in the work is repair, restoration acd replacement of concrete curbs, gutters and sidewalks removed or damaged in performance of work covered by other sections. C. Curb, gutter and sidewalk repair shall match dimensions, finish and texture and joint style and spacing of existing curb, gutter and sidewalk. 1.02 RELATED WOPK SPECIFIED IN OTHER SECTIONS A. Demolition: Section 02110 B. Earthwork: Section 02200 • C. Asphaltic Concrete Paving: Section 02612 1.03 QUALITY ASSURANCE Comply with all pertinent requirements of the follow Ing codes and standards: A. Standard Specifications for Road and Bridge Construction of the State of Washi"igton Department of Highways (WSHO) , 1977• B. Standard Specifications for Municipal Public Works Construction by Washington Chapter of the American Public Works Association, (APWA) 1977. C. ASTM C94-74a Ready Mixed Concrete. D. ASTM C150-77 Portland Cement. E. ASTM C171-69(75) Sheet Materials for Curing Concrete. F. ASTM D1;51-73 Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non-e Atruding and Resilient Bituminous Types). i 02620-1 SECTION 02618 PAVEMENT STRIPING PART I - GENERAL 1.01 DESCRIPTION A. Provide parking stall , crosswalk and roadway centerline paint striping. 1.02 RELATED WORK SPECIFIED iN OTHER SECTIONS A. Asphaltic Concrete Paving: Section 02612 1.03 DUALITY ASSURANCE In addition to complying with all required codes and regulations, comply with all pertinent recommendations contained in the follow- ing documents. Where provisions of codes and standards conflict with this specification, or with each other, the more stringent provisions shall govern. A. Standard Specifications for Road and Bridge Construction of the State of Washington Department of Highways (WSDH) , 1977. . B. Federal Specification TT-P-115 Paints for Traffic Marking PART 2 - PRODUCTS 2.01 PAINT Traffic lane marking paint with chlorinated rubber base. Factory mixed, quick drying and non-bleeding; rederal Spe. ificatior TT-P-115C, Type III . Color: White as shown on the drawings. PART 3 - EXECUTION 3.01 PAVEMENT STRIPING A. Materials and methods of construction shall be in accordance with WSHD, Section 8-22, except as follows: I. Striping paint shall conform to TT-P-115. 2. Edge striping is not required. J. Reflectorization or beading is not required. 4. Center stripe shall be solid white traffic paint, 4 inches in - width. 5• No striping will be allowed within 21 days after construction of the surface course. END Of SECTION 02618-1 1� than three inches (3") . The locations for the removal of pavement specimels shall be as directed by the Architect. The test holes shall be repaired as specified in the referenced standard. 2. The density of each completed Asphaltic Concrete Course shall be not less than 97 percent of the density obtained in a lab specimen of the same Asphaltic Concrete mixture when subjected to fifty (50) blows of the standard Marshall hammer on each side of the specimen. The thickness shall not vary from the indicated thickness b•y more than }-inch for the base course and 4-inch for the surface course. -- E ENO OF SECTION rr k' 02612-9 OF �I PUBLIC WORKS DEPARTMENT l OcSIGN/UTILITY ENGINEERING 0 235.2631 7i � g MUNICIPAL BUILDING 200 MILL AVE 40. REN iON,WAb N. 8111140 o9$�^rED sEVZEPo INTER-OFFICE MEMORANDUM BARBARA Y. SHINPOCH MAYOR Date: October 26, 1982 To: Maxine Motor, rity Clerk From: Arlene Haight, Utility Englneerinq Re: Recording Bills of Sale I . One Renton Place - V-556 2. Valley General Hospital - M-516 Attached hereto are the above referenced Bills of Sale for ;Ignature by the Mayor and City Clerk, per City Attorney'% memo. After execution, please have Dee record only the One Renton Place document, returning the Valley General Hospital docu- ment to me. Thank Youl AM:jft Attachments or fry. v `r� •;), F UL 1 IC ''�'( �;;1;S Ls1: .PT1AENT C. V1AkRl_N G�,NNn^ l a• RE. fu OIRECfOR 6fl L MUNICIPAL GUILOING 26:,Lt:tl,AVE,W. FUNTON,WA,H 5UXS U' 104),.(a .N?�P 206 23S 2569 C $t PEE CHARDS J. DELAURENTI MAYOR :>.pte:eber Ili, 1979 Valley C,rt,cral Ilospital 4001 SW 43rd Street Kenton, WA 98055 Atte: :.lon: William C. array Sul,j.xt: WUtrr. Pra e�. Id- Dear Sirs: Per your request, the city has raVlewe.( the 12" fie-in in Springbrook Road, and , . ,ds that the a,t iitlonnl cor,ts required ,.c make this tie-in as g (around the fnturs 12" It }, prenavro waternwin) should be borne in part by the City of Manton. Ra».,d on the costs as submitted to the city via a letter to elmatur b N nley, Arch., from K. W. Scott Coa:struction Co. (daLed September 17, 1979) for nald tie-i.a the city wlil participate as follows: 2 - 12" gate valves 0 790.00 eo. S1,5an,00 2 - 12" gate valve chnal,vra 0 1,100.00 an. 2,600.00 57 LP of additional 12" Watermain 0 91.00 ft. 1 710,00 1 TOTAL CITY PfJ2TiCIPA'110bi $5,P90.00 If thin meets wit" your approval, plan„& 00AL,ft ar, invoica to if,'. city, attention Ronald Olson, for city l;a r'C[r,ipaLf=a, A, tho afare,a,�nt lured Water pro}act. _ Very truly yarn, W,u ran r (x,nn.,Fbn. P.E. P- J:le 1;o4a :!!rector RLOtad tvYKw/fMW BICISIG tw I a wtws fAYwlf �, Ctlw..,I:C4.minMmr x: !w Pnwrs,Prewutont ' MrJltun T hwdwtr{,Vu.s Pr"meni ("moons Kurth cc/ul at,R.N_b N sft".u,y J./Ck Keek J"tln R Snulldc,M.0 AO Vam E.Mvna�t.E VALLC•Y GENERAL HOSPII' L W . At&,ahlnf Admin :fr 9*"n c A Pr:pu 41u1 ') 4.iw .,{, I, :idon V, ,auy,r, p/rr„y; 222 -,0 [AW4e1 ur Med,"t Abw/e Gadrpa W malnswni,M 0 April 22, 1980 Mr. W„rren C. Gonnason Pubiis Works Depdrt� it - eett City of Renton #aq*`4i@*U Municipal Building 20o Mill Avenue South ' ` x .q Fvnton, Washington 98055 Dear Sir: 1 am attaching a letter frola yourself dated Septetnber 19, 1979 indicath that the City of Renton wild participate in the coat of the 12" tie-in Ili Sprinybrook Road. The letter indicates a total City participation r,r SS,R90 and we would appreciate receipt of these funds. The Intent is that this letter will serve as a billing to the City of Renton, but if yna require the billing to be nit some special form, please forward same to me. In a.iy event, the remittance should be made payabir., to Valley General Hospital and forwarded to my attention. Thank you for your help in resolving this matter, Sine rcl,y, CHARTER I1G, LAWS OF' 1Jrr / 1Q Z..C�^C✓+ CITY OF RENTON CLRTIFiC, L. H,arrition, CPA 1. rlra YMbRx f,51,(Y{ Director, Fi ,,%a' Services .1Helr/ p; ", MY /a^ n,/ I• Gr IM I{Hr1MIP rTY III Jf ) Ill r .aY_ • r � .�._ M \ kkCtlVtll �l$7�Dr+tJ/OAS �34 T/e1.jKtp';. A SrG`}O,IXJ � rrrr W`�tVtr i •+etic wa Ky p 3 ' j11 I' � � All Conductors shall be solid or stranded copper with Code grade insula- tion and a minimum temperature rating of 750C., (Type THW or equal). 12. OUTLEr BOXES Junction Boxes, pull boxes, and outlet boxes shall be pressed steel with knock-outs as required and be of size, depth and shape best suited to the location an,' intended service including plaster or the rings, as manufac- tured by Bower, Raco, Steel C;cy or equal. 13. LIGHT FIXTURES Provide all Lighting Fixtures, lamps and accessories indicated on the Electrical Drawings. The fixture catalog number, listed on the drawing indicate manufacturer, fixture design, appearance, etc., desired. Lighting Fixtures specified will be the basis for companscon in the consideration of fixtures of other manufacturers. Provide all accessories for pendant or surface mounted I'nits. 10. EXTERIOR LIGHT FIXTURES Exterior li hting fixtures shall be sealed and gasketed and be U.L. Listed, Suitable for Wet Locations, where exposed to the weather, acid Suitable for Damp Locations, whereprotected by a roof overhang or similar structure. 15. BALLASTS All Ballasts shall be 00F. Low Temperature, High Power Factor, Thermal Protected Reset Type. 16. SURFACE MOUNTED FIXTURES Securely fasten all surfs _ mounted light fixtures to support at least times the weight of the fixture. Provide wood blocking behind Gyp board or tile ceilings; Secure fixtures with Lag bolts into wood - Toggle bolts are not acceptable. END OF SECTION ELECTRICAL 16A-4 Submittals The Contractor shall submit (6)copies of a list of materials to the Architect within 15 & s after signing the contract. Shop Drawings or catalog cuts of panelboarus, switchboards, control panels, light fixtures, and any special signal or power systems must be included. Three (3) copies showing any changes or comments will be returned to the Contractor. 6. GUARANTEE The Contractor shall guarantee his work and all components thereof, excluding incandescent and fluorescent lamps for a period of one (1) year from the date of acceptance of the installation. He shall remedy and defects in workmanship and repair or replace any faulty equipment which shall appear within the guarantee period without additional cost to the Owner. I. TRENCHING The Contractor shall perform all excavation and backfill as may be necessary for proper installation of the Electrical work, unless noted otherwise on the Drawings. a. A,3-BUILT DRAWINGS The Contractor shall provide (2) copies of As-Built Drawings indicating the location of underground Raceways and cables, any change in circuiting and shall generally depict the Electrical System as installed. 9. CUTTING AND PATCHING The Contractor shall perform all cutting and patching as rnay be necessary for the proper installation of the Electrical work. 10. WIRING METHOD All Electrical Power wiring shall be installed in - conduit raceway system. Conduit shall b• Rigid Steel or Aluminum, r .ermediate Metal Conduit, or Electrical Meta Tubing, Flexible C'.,nduit may be used where the installation of Sta :u..:� Conduit is not practical. Liquid-tight Flexible Conduit shall be used where exposed to moisture and for equipment connections. Conduit embedded below Grade shall be Nonme,allic PVC Schedule 40 with an Equipment Grounding Conductor sized per NEC 25095. 11. BRANCH CIRCUIT CONDUCTORS - WIRING IN CONDUIT Branch circuit wiring as shown on the Electrical Drawings shall be N12 ,AWG copper minimum unless indicated otherwise. ELECTRICAL 16A-3 2. CODES ORDINANCES, PERMITS AND STANDARDS Permits, licenses, approvals, and other arrangements for work shall be obtained and paid for by the Contractor and included in the Bid Price. Electrical worK shall be executed in strict accordance with the 1978 edition of the National Electrical Code, Washington State Electrical Rules and Regulations WAC-296-46 dated January 1979 and local, state, and City Ordinances and Regulations. All Electrical equipment, materials, construction methods, tests, and definitions shall be in strict conformity with the established standards of the following in their latest adopted revision: Underwriters' Laboratories, inc. National Electrical Manufacturers Association 3, MINOR DEVIATIONS The Contractor shall refer to the Drawings and Shop Drawings of other trades for additional details which affect the proper installation of his work. Diagrams and symbols showing Electrical connections are diagrammatic only, and do not necessarily show the exact physical arrangement of the equipment. 4. LOCAL CONDITION Before Submitting a Bid, the Electrical Contractor shall familiarize himself with all features of the building and site which may effect the execution of his work. The Contractor shall take all field measurements necessary for his work and shall assume full responsibility for their accuracy. 3, SJB';TITUTIONS AND SUBMITTALS Substitutions - the equipment specified herein and shown on the drawings indicates the type, appearance, rating and basic quality desired; this equipment will be the basis for comparison of alternative manufacturers. The Contractor shall assume responsibility for any deviation in dimensions or physical characteristics. ELECTRICAL 16A-2 L` Y SECTION 16A ELECTRICAL SCOPE OF WORK The Contractor shall provide all labor, material, tools, equipment and services required to complete the work described hervin and shown on the Drawings. ELECTRICAL 16A-1 .� 3. The solution shall be permitted to remain in the pipe for a 24-hour period. Mains shall be chlorinated so that a !hlorine residual of not less than 10 ppm remains after a 24-hour period. 3.04 TESTS A. Domestic Water; System shall be properly plugged at outlets and shall be tested with water under a pressure of one hundred seventy-five 0 75) pounds per square Inch. The test pressure shall be maintained for not less than fifteen minutes; on stopping the pump, the pressure shall not drop abruptly. Any pipe whi:h exhibits any defect shall be taken out and replaced. All pumps, gauges, plugs and other appliances re- quired in making the test shall be provided. END Of SECTION w.� moo-6 Dirt or other foreign material shall be prevented from entering "♦ the pipe or pipe joint during handling or laying operations and any pipe or fitting that has been installed with dirt or foreign material in it shall be removed, cleaned and relaid. At times when pipe laying is not in progress. the open ends Of the pipe shall be closed by a watertight plug or by othcr means approved by the Architect to ensure absolute cleanliness inside the pipe. E. Pipe Laying 1. The inside of the bell shall be thoroughly cleaned to remove oil, grit, tar (other than standard coating) and other foreign matter from the joint. The circular rubber gasket shall be flexed inward and inserted in the gasket fitting over the bead in the gasket seat. 2. A thin film of gasket lubricant shall be applied to the Inside surface of the gasket. Gasket lubricant shall be a solution of vegetable soap or other so!ution supplied by the pipe manufacturer and ap,)-oved by the Architect. 3. The spigot end of the pipe shall be cleaned and entered Into the rubber gasket in the socket, using care to keep the joint from contacting the ground. The joint shall then be completed by forcing the plain end to the bottom of the socket, using a forked tool or jack-type tool or other device approved by the Architect. Pipe which Is to be furnished with a depth mark shall be marked before assembly to assure that the spigot end is Inserted to the full depth of the joint. 4. Field-cut pipe lengths shall be filed or ground ro resemble the spigot end of manufactured pipe. F. Pipe Line Location: The North and East coordinates of pipe centerlines are shown on the plans. Where the maximum deflec- tions of the pipe joints are exceeded special fittings shall be provided. G. STERILIZATION Sterilization of Domestic Water Piping: Piping shall be steril- ized as foilows: 1. Pipe and fittings shall be free of any foreign material before being installed in the trench. 2. Sterilization may be accomplished by adding the required amount of calcium hyprochlorite to each section of pipe laid, or a concentrated chlorine solution may be metered Into the completed installation after all water main Is laid. 'sd i5200- 5 Hydrants shall be constructed with mechanical Joint connections. Fire hydrants shall be of Traffic Type and provision shall be made for drainage of barrel to protect units from freezing. Fire hydrants shall be such length as to be suitable for instal- lation with connections to piping in trenches 3'-6" deep unless otherwise specified. Fire hydrants shall be Pacific States Cast Iron Pipe Co. (Model 2) or approved equal. Approval must be obtained prior to bid opening. PART 3 - EXECUTION 3.01 EXCAVATION, BEDDING, AND BACKFILL A. Trenching and backfi ll shall be In accordance with Section 02200. 8. Dispose of excess material as specified elsewhere. C. Pipe bedding shall be APWA, Class C. 3.02 ANCHORAGE AND SUPPORT OF PIPING e(MMS All tees, plugs and bends in the piping system shall be anchored by means of rods, pipe clamps or thrust blocks. Glamps and rods and steel fittings shall be protected against corrosion by a thorough covering of two coats of asphalt. Pipe supports and thrust blocks shell be poured concrete where shown on the drawings. 3.03 PIPE ;NSTALLATION A. The minimum cover over all piping shall be 3'-0" except where specifically Shuwa otherwise. B. Pipe shall be Installed in- accordance with the manufacturer's specifications and instructions. Provide tools and equipment including any special tools designed for installing each partic- ular type of pipe provided. C. Oewatering of Trench: Whe:e water is encountered in the trench, It shall be removed during pipe-laying operations and 10 main- tained until the ends of the pipe are sealed and provisions are made to prevent floating of the pipe. Trench &ter shall not be allowed to enter the pipe at any time. 0. Handling of Pipe: All types of pipe shall be handled In such manner as will prevent damage to the pipe or coating. Accidental damage to pipe or coating shall be repaired to the satisfaction of the Architect. The pipe and fittings shall be inspected for defects; cast Iron pipe, while st,spended above grade, shall be rung with ♦ • light hammer to detect cracks. 15200- 4 2.05 SERVICE LINE PIF_ 1 The 1}" diameter service line pipe shall be galvanized Iron, Schedule 40, conforming to ASTM A120. 2.06 GATE VALVES Gate valves shall be cast iron body, non-rising stem, full bronze mounted with double disc gates. All valves shall be designed for a minimum water operating pressure of two hundred (200) pounds per square Inch and snail conform to AWWA Specifi- cation C-500-71 and any subsequent mcdification thereof. Each valve shalt open by turning counter clockwise ( left). The valves shall be IOWA conforming to AWWA Specification C•500-71, and any subsequent modification thereof. The gate'valves shall be for horizontal installat;O? on horizon- tal pipe. The valves shall be equippad,with by►ass:valva+, 11 ebclosed bevel gearing and grease case, tracks, rolled, pers, and a standard square operating nut which opens by tu,ding counter clockwise ( left). Precast concrete valve chambers as detailed on the drawings shall be Installed with 12" gate valves. 2.07 HYDRANTS A. FIRE HYDRANTS (Traditional) Fire hydrants shall be Corey Type (opening with the pressure) conforming to AWWA C-502-73 with a 6" Inlet and a minimum M.V.O. of 5", two 2i" host nozzle with National Standard 71 threads per inch and one 4" pumper nozzle with the new Seattle pattern 6 threads pogr inch, 60-degree V, threads, O.D. thread- 4.875 and root diameter-4.6263, If" Pentagon operating nut and opening by turning counter blockwise (left). Hydrants shall be constructed with mechanical Joint connections. Fire hydrant shall be of Tref'.c Type and provision shall be made for drainage of bsrr�l to prot- :t units from freezing. Fire hydrants shall be such length as .o be suitarle for Instal- lation with connections to piping in trenches 31-6" deep uniess otherwise specified. Fire hydrants shall be IOWA of approved equal. Approval must be obtained prior to bid opening. e. FIRE HYDRANTS (Modern Style) fire hydrants shall be Corey type (opening with pressure) conforming to AWWA C-502-73 with a 6" inlet and a minimum M.V.O. of 5", two 21" hose nozzles with National Standard h dreads per inch and one 4" pumper nozzle with the new Seattle Pattern 6 threads P-r inch, 60-degree V. threads, D.C. thread-4.875 and root diamter-4.6263, 11" pentagon Opera" s Ing nut and opening by turning counter blockwise ( left). 15200-3 A21,11-72 Rubber-Gasket Joints for Ductile- Iron and Gray-Iron Pressure Pipe and Fittings. A21.51-76 Ductile-Iron Pipe Centrifugally Cast Ir, Metal Molds or Sand-Lin+d Molds, for Water or Other Liquids, D. American Water Works Association (AWA) Publicati.ms C-500-71 Gate Valves r 3 In. Through 4$ In.--for Water and Other Liquids. C-502-73 Dry-Barrel Fire Hydrants E. The American Society for Testing and Materials (ASTM) A120-77 Pipe- Steil, Black and Hot-Died Zinc-Coated (Galvanized) Welded and Seamless, for Ordinary Uses. 1.04 SUBMITTALS A. Submit manufacturers printed literature indicating product Information ons (1) fire hydrants, (2) valves, and (3) pipe and fittings. ' B. Submit certified copies of laboratory test reports and other data as may be required to show compliance of materials speci- fled herein with these specifications. PART 2 - PRODUCTS 2.01 DUCTILE IRON PiPE - Ductile iron pipe shall conform to ANSI A21.51, and shall be thickness Class 52. 2.02 PIPE FITTINGS Pipe fittings shall be Close 250 and shall crmform to ANSI A21,10. 2.03 CEMENT LINING The water pipe shall be cement lined In accordance with ANSI A21.4, 2.04 JOINTS Joints shall be of tingle rubber gasket type conforming to ANSI A21. 11. 15200-2 SECTION 15200 WATER SUPPLY SYSTEM Part 1 - GENERAL 1.01 DESCRIPTION A. The work Includes all labor, materials, equipment, services and operations necessary for furnishing and Installing the fire protection mains, domestic water mains, and appurtenant •%. 8• in general, the work included is as follows Install and test a 12" main connected to existing water lines. Provide new fire hydrants, valves, bands, etc. , as shown on the drawings. 92 RELATED WORK SPECIFIED IN OTHER S(M ONS Clearing & Grubbing Section 02100 Demolition Section 02110 Earthwork Sectlor 02200 QUALITY ASSURANCE Comply with all the requirements of the following codas and standards. When a conflict arises between the following stand- ards and these specificatiins, or between standards, the inure stringent provisions shall apply. A. National Fire Protection Association (NFPA) Stano.,.-d No. 24 "Standard for Outside Protection" - 1977, $actions relative to material and equipment standards and methods of Install- ation and testing. s. Standard Specifications for Municipal Public Works Corstruction of the American Public Works Association (APWA) by the Washing- ton State Chapter , 1977. American National Standards Institute (ANSI) A21.4-64 Cemant-Mortar Lining for Cast Iron and Ductile Iron Pipe and Fitting% for Water. 421. 10-71 Gray-Iron and Ductile-Iron Fittings, j-Inch Through 48-Inch, for Water and Other Liquids. 15200-1 OF RF PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY EN(,;NEERING • 235-263) MUNICIPAL BUILDING 2WA0NLL::1E.W. RENTC4,WASr1.1WS5 P� 44lED 5EP1E40� BARBARA Y. SHINPOCH MAYOR July 27. 1982 Mr. Michael CvitKovi,- Protects Coordinator Valley General Hosp Staff 400 South 43rd Street Renton, Washington 98055 S''RJECT: Dr. Brain's Clintc. Dear Mr. CvitKovtc: This letter is to ac'rnowledga receipt of ytn.r utter of lane 3, 1981 zr-y ing the City of Renton approval to install a 12" waterline into hospital property. The waterlann extension is covered under License Agreement No. 7908200611 and is a part of L.I.D. No. 324. Dr. Brain's clinic is now coming in for app.-oval and thc7 are required to loop their fire protection water tpply main. Thia can be done simply by extending the water line from Talbot Road, around their building and back to Talbot Rnad. In lieu of that. configuration I have requested Dr. Brain's clinic extend the 8" waterlint they are required to install, westerly through hospital. property, and tie the 8" into the 12" waterline when the 12" is install..-' under our previous License Agreement No. 7903200611. Because Dr. Brr '.tr atcrline extension will be turned over to the City v A Bill of Sale r: u, it completion, we seek your approval to cross hosg'.+.: property un,:er p' .grapn two of the License Agreement which reads; This license shall likewise extend to any such water lines that installed or relocated by the Hospital District or the City or its agents with prior Ppreement with the Hospital District Err-, time to time when such water lines form a part of the City'^ water system and are conveyed to the City. If you do not wish to grant appro•al under the agrco::ont, , . ,,a! . .. a IS ft. utility casement be arancad to the City to cover the location of Dr. Brains EUILDING A ZONING DEPARTMENT PRE-OCCUPANCY INSPECTION REPORT f DATE JULY 29, 1982 O: OPESIGN ENGINEERING DIVISION 3UILDING FINAL "UTILITY ENGINEERING DIVISION 13 FIRE DEPARTMENT t 'TRAFFIC ENGINEERING DIVISION 13LANDSCAPE/PARKING ROM: BUILDING 6 ZONING DEPARTMENT JBJECT: VALLEY ;ENERAL � PERMIT NO. T, R-7928 si � ` PHASE EMERGENCY Ad M AREA 40o s, ,TH 43PD STREET TYPE BUSINESS HrJSP1TAL The subject project is nearing completion. Please Investigate your area of responsibility and Indicate below either your acceptance or corrections necessary by A':GUST 5, 1992 In order that a x Certificate of Occupancy may be Issued. / no comments are receivetl by the above date the <.. Certificate will be issued. , O I u ki • x3yr. O: BUILDING & ZCNING DEPARTMENT DATE D ;OM: This pro,�ct is approved by this department subject to the following corrections: �qgt,�t s'Tr s14;h ��� V[�✓t, g"14er [rrei < nevt. ys ju[ mrlrn vo` nLd,_�_ S_mus L. ,t 1�S+J�cpff. 3 , � 4 vIl _ x r r `lL rill SCL ') Ty, OT IR"L ,III S CpYtrtX dhd f�wsf4�o+'ti1 ti/ �i uo�Co//[cT07 Yam. BS(, 'fir„ o�jl �oca�c r Vd I - I� -516 Filiv IL WIkc ui,'/ t} -r 4L ar{rr ,�4i,l� ((d SL 4 �a. aJ;os 4 So �LI ,± dPi�I / I . 1 N At � . r,5EV14"It „ Ili) p r (� 7 T1_ 414r4,1Na4 'fs. 2oySt a- 2rivZ Der �N�te DO &U HAVE ANY OBJECTION TO ISSUANCE OF TEMPORARY CERTIFICATE OF Orr'UP tvCY? YESCoy nn livalhort eT Signatura- 9lalt., r y RECEIVED AUG f F 1 STRAND INCORPORATED • GENERAL CONTRACTORS nws%6R7NADw nA, • PC.tot FM.KLLFVUF.■A6NIK70N"ON Ifwl A6"K August 12, 1982 Valley General Hospital 400 South 43rd Street Renton, Washington 98055 Attention: Mr. Michael Coitkovic Project Coordinator Re: The Chin Hills Building Gentlemen: A copy of your letter to Dr. San Lwai regarding the city fire hydrant locared south of the hospital 's north access road was forwarded to us for response. Please be advised that we corrected the problem last week and the fire hydrant is fully operational . Very truly yours, STRAND INCORPORATED William C. Mazza Project Manager WCM:si c/ K. M. Maw Associates Dr. San Lwai Aw Toke Soon Rainier Mortgage, Dulcie Claussen ill Valley General Hospital 400 O( Tli A 1 At)&t RiO REN(.)% v,'A Y&,3S lu,,2,"it) (.mrm�,wnrn %tM 10% T HAP ('K " „ (HAR(UTTF kI,RTHrOOPFR.RN MN,...b..wv IOH�R 4110 Ds.MI), «., tEO POWERS WK 8 kECK Adrm mVralw 1YM.B MiIRRAY August 13, 1982 Strand Incorporated General Contractors 13605 Northrup Way i P.O. Box 546 Bellevue, WA 98009 .tention: Mr. William C. Mazza b. " Project Manager Re: The Chin Hills Building Fire Hydrant Gentlemen Mr. Bill Kullberg, inspector with tl,e City of Renton Water Department, and I visited the fire hydrant referred to in your letter of August 12. Mr. Kullberg approved the hydrant as being operational. However, he pointed out that con- ' crete guard posts were placed around the hydrant, and are not presently in- stalled. There are two concrete guard posts broken and laying in a ditch further up the hill . The City requires that one concrete guard post be installed direct- ly three feet to the east of the fire hydrant. Your prompt attention to this City requirement is appreciated. Sincerely, Michael Cvitkovic Projects Coordinator MC: fa cc. Wm. E. Murray ✓ M. Maw Associates S. r( Lwai, M.D. Bill Kullberg k P140( HIAMTAI 1)(STRRT 01 Of 01%(,UA:b T1 �1 K M Maw Associates Consultmg Engineefs AuPust 31, 1982 Bill Mazza Strand, Inc. P.O. Box 546 Bellevue, WA 98009 Re: Chin Hills BuildinP, Dear Bill: Please send a letter to Ron Olson, City of R, Utility Engineer, a explanation and a drawing showing 6.,e process used to make the fire hydrant located south of the hospital's north access road, operational. Thank-you. Sincerely yours, Joe Maw JMve cc: Dr. San Lwai Aw Toke Soon Michael Coitkovic Ron Olson Crntml RosHmp FM 7h,"I Mernje Seattle ftashmglnn 98104 206 624-7146 I K M NOW Associates Consulting Engineers August 31, ICI-2 > Ron Olson , City of Renton, Engineering k' 200 Mill Avenue South ,.�o{, Renton, 'WA 98055 I ' Dear Ron: �r I apologize chat a copy of Strand's letter to Valley General , Hospital regarding the fire hydrant located south of the hospital north access road, was never sent to your office. Enclosed is a copy of the above mentioned letter for your records. Sincerely yours, Fir Joe N.aw ' JMve cc: Dr. San lwai Aw Toke Soon Rill Mazza Michael Coitkovic Central Building SM third Awn up Seattle. Mshington 98104 206-624 7146 1 SPEED LETTER TO: DATE:_ PROJECT: _ SUBJECT: GENERAL MISCELLANEOUS DETAILS VALVE OPERATING NUT EXTENSION DETAIL r spwl -"low 1 O NJr ttf SIC DISA.L— �r- ii t•In«sral teY1x n nwl«D. i; tn r.. ,n(uss. yr u+u41. j, wt.1Ps"-�IJ�'SC-tom- 'f U u,�Nlnn Yt teslt«•w/\,K.xn w+ 1\DY <IIw•e1[l 1.11 tl[,«I,MIInIM p s IMIII.[1WIRIK IR. lf,At101b FRI D NIY,tIMIp t0 :In'%Nx. M WUH!aft IIM1It rL em.sYIS MI Iowu1 GENERAL NOTES TNAT v scat,uno n wnm, 1,otN,o caw gN0UL0 BE ON ALL IS (DNS?UIIIn4 llN'I[ 11((O N. IS N(I/.rI uiro m"w+,inn n(L;N m. WATER PLAN SETS 9_lle,n'!.!E'S2 I Nw IM ywN.'..W NKIII<N 1. cal rII rwbM1 W 11 N lel<N'IIlr,Ne 1 iNnt NIPN N Lr IImilk".(III N IwtNIW. ,11W SINMrM M NK Y<eNYM Y. .1 Wll N w VALVE MARKER PORT ! ul s«01Y.N.••nF IUI,.M\\MY"" ELEVATIONS <r{<NIN'\IFrwl ls,lllr N YNry tM I/Y N<aT<KI IaNla N n to . r N NNNKI. e,.IM le N51 1. NI.Iw N(w NN SITI IM N <Yx't rtNF„N NY[MI yyN t 4(1.51;INMtIM W 1 Yllliw YNNIM ft`.N\V M l.l I lk �INM W'N ` l,.r N i.N'Iwl nIK. Nrl..m N �F k. whew N N M to N INt 1<\w.[.IPt IIwN.CII\\tN.,M EMI etMMIN1.N), I I I nro N rYW wNdNM 4%.r0.,1'f�.Ytl t NI Ktllq H�IN�Ytrwlwl 1ew11N I't��N IN, tnl N.'. IIN In ncNMH Nn Nfi I N .N t N�YII leln'1\IrN r~r cat INKII,N\Y<IIIN Y p\IIM I I}11p. tP P" SET t ,tll Yw Yw YN M ID I-IM Ir,WNw M Iwrlw.M11M tt KIN. 1}IMNw N IN.F IM`I M It IMM YIY'IIwIN pIr I,IrN p.r. YN.Ytl 11F[YI ♦wNIM N N bMMt YIY <..�I NN Yw r�M/'N N IMI•r fo<tM N .. 11I Yw Yln W I I N NnwN In IN M NNwIntY N UN\{ilk"'W N tN(IF N Mw IN W rW pl ,k.IMIwN1• MNW.1 111 NntN1 NI,,WII N MN e I \MN,n1N[M tItIN1Yw MM1Y NIl N+wVr 1, yIK N IMIt�M a.11IP I W YIKI'IPN n In I II Wtl N lM<InrKW\Nt1YINi11(1 Y IKury III Y[ w<I NN pIN<e\N<IIM[pNIKIIIw. IIM W Y'N,N N IT ,nINI.HY N<N\NIN tllb Yw I", \nWi4NP b W(ly N Me1M tly(i1/N Mww N<MN NUN F tM as4Kv W Nn r11M1,ME LMl ITT.nOM[/Yell In NI tNwK•IN N nIN W�I"I b Y M wr'.uN F lmll, 11MI P r.FMfM1 lOIM. YMn NI Ka wl NwNUK`W u11N (/yYt Y IMMD.px M[Yt;d w r.\�w rIN W N W p4 N INLN NIII,ME,"4iww " IUlm).t 11 Y r[AI�\M.F.'F��Irlll/tM all iltf D\Y<NPt Rtlgto P,Y w".111n 111Y W.M IL IYpsllY N t K1w't I.P H/ YMDIU toms 14�`.1 IrU P 91 N It\Nl l Y YN eY:.WOO II�M NI•NtM,IN IN wary .Iw y1D:-M II!glgNf,w tM MET !L M,'w IrYN tW.INI NY,N(Ilml". MF SWi N 011100IIP MtIIMU ,pl I! fYtININ N NYIM.IW u"Ilk tw'�e w 1/N"TED,: IN I'll K<MMx.p I. YrX fMl n on,NfllM MEET 1. A11M IYYi{M SRtYittlll0 i Nl:IF1,1« Nw WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS KM Maw Associates Consulting Engneer, September 9, 1982 Bill Mazza Strand, Inc. P.O. Box 546 Bellevue, WA 98009 Re: Chin Hills/Valley General Hospital Dear Bill: I have inspected the jobsite alonf; with Mike Coitkovic from Valley General Hospital, and there are a few items that the :,ospital would like you to correct; • 1. The fire hydrant f;uard post that you had re- places (the hydrant on the south side of the access road entry to the first parking lot) has to ba relocated so that the fire depart- ment can us: the hydrant. You will also need to install the valve extension (see attached for reference). 2. The first street cut, on the east side of the access road, will have to be fixed. It was not satisfactory to the hospital. 3. We also found some soft snots in the pavement on the east parking lot, south of the access road. 4. Please remove the pavement on Dr. Brain's old access road and dress it up as you had agreed upon when we used his property for our construct- ion. If you have any questinno on any of these items, please five me a call. Sincerc y yours, .Joe Maw JMvo cc: Mike Coitkovic, Ron Olson, Dr. San Lwai, Aw Toke Soon Dr. Brain enclosure. 'Please contact Bill Kullberg with the City of Renton Public Works. 0 ntral Building 810 Third AvPn,_* Sea!ile,Washmgtrm 98KA A%6 624 7146 Al 41LLS P'L/1LD (•7 T.,L 11C/ ?� . r �_--- - _ T D .d F,'i-!ra/ -,AT ✓nrt✓f KG'rry/,.n:•4/u.!-�Cur.0 EY/JT/�/r nnJ../ t F/QE MV4)ke JAI rCCU</.IT/o 41Ad is,r vE it qd- i L Y Ir 11111 J -'�I•jc lGvdl� ! I' r �� I e'a/�/ N�cts 13141/1 OIA ki d�S UL lj ' \� _ � S ?°•4` li apt , � /+r. Ic x 4-1,77 tSEE OF nv/L �'1/•N.'.£� e ',`._.,�, :dam,:. �- .__ __`. _ ,,// _� y _ r r + STRAND INCORPORATED 10606 NORTHRUP WAY . 7488180 P.O. uO% 546 OLLLEVUE,WASHINGTON 98008 To Bill Kul lberg Our Job No. PI-022 _ Department of Public Works Municipal Building Your Job No. 200 M"11 .Avenue Renton, Washington 98055 Date September 29, 1962 - Attention Bill Kullberg Project The Chin Hills Building 3415 Talbot Road South Gentlemen:Renton. Washington Transmitted herewith are the following: Two (2) copies of fire hydrant relocat"on as-built drawings. ❑ For Approval For Your Information ❑ Returned for Correction ❑ For Your Acceptance and Signature J Approved as Noted ❑ Remarks: . . ..... . ..... ......... .. ... . . c/ K. M. Maw Associates (transmittal only) S`R,, / A//ND INCORPORATED William r. Mazza. Protect Manor t 1 i , SPEED LETTL : TO: DATE: Z A J S- 2� 4�/,,r —4 41 PROJECT: SUBJECT: ,2 . 4l/0V7,€&,4,1AU= X?&N IA) r-. ne OF Ra OFFICE OF THE CITY ATTORNEYS RENTON.WASHINGTON V � 7 Z r-yfr O,Iift•'1i 93� W Jnf rlyd•1, •Mf • Kn+p, nwfnrOrb M6ff 11ff•+• n0 Llit7 FSEl:CS. 1.WARREN, tnr.r+pn DANIEL KELL.OGG, •fwfnve trry.npww+ 9,$ 'a' DAVID M. DEAN. •suf+•.+ u+••rrpne•• MARK E BARBER, •fvfr.wr crr• T'o ' H'�TE,D x�s7�P October ?2, 1982 rO: 3ichard C. Houghton, Public Works Director FROM: Lawrence J. Warren, City Attorney RE, City Executed Bills of Sale for One Renton Place and Valley General Hospital e:ar Dick: The combination easement and Bill of Sale for One Renton Place and the Bill of Sale from Valley General Hospital for a water line are approved as to legal form. Roth documents should be signed by the Mayor and affirmed by the City Clerk. The document from One Renton Place rioeds to be recorded for record but the one from Valley General does not need to be. !� Lawren J. Warren TW- 4 I, i City of Renton, Utility OePt. PkESSURE TEST FORM Water Project �+�6 Name of Project JALLFC (2 tj6RAl °losfrt 4� RF�oDE�v'uD • !kE._: rut: .- This test was taken by BIL SI , for L KULL6Gk(s On P .ni nu E�> At a pressure of - -- The rest "Failed" on on "Passed"�� - Comments' (C. Sa y to L055 lu IS MIN UTF5_ �ty of Renton, Utility Dept. PRESSURE TEST FORM 'dater Project Name of Project This test was taken by i on JI At a oressure of - PSI , for minutes. The test "Failed" on "Passed" on Comments: NOTI(l NCW FIRE 'IYDVNT IN-5F.RVICI- 4Cj " NAME OF DEVELOPMENT ADDRESS INSTALLATIC CONTRACTOR --- WATER PROJECT NO. NUfCER OF HYDRANTS HYDRANT LOCATIONS (FOR FIRE DEPT. USE (Y'LY) -- HYDRANT NO. 2. -- 4. 5. -- 6. - INSPECTOR _ CITY OF REM-ON WATER DEPARTMW pressure Test 6 Purification Test Form PROTECT NO._� NAME OF PROTECT PRESSURE TEST TAKEN BY ON MIN. AT A PRESSURE OF PSI, FOR TESL ACCEPTED ON PURIFICATION TEST TAKEN EY ON PURIFICATION TEST ,",cSULTS, SAMPLE eI SAMPLE s2_,_.__ SAMPLE 03 RENARKS: — e 4� :Itility Dept. C,ty of kantun, P RESSl3R•.. iEST PORN Water Project . S1tQ ?i r Name of Project on This test aa4 taken by minutes. / PSI , for +•-- at a pressure Of Eck ' on The test "Failed" �,_,_ � Common t 5: v j' ww I N T E R O F F I C E C O R R E S P O N D E N C E Date Oct. 14, 1981 TO: Larry Barren, City Attorney FROM: Ronald Olsen, Utility Engineer SUBJECT: Bill-of-Sale for water and Sanitary Sewer Lines Valley General Hospital ------------- Please review the attached Bills-of-Sale from Valley General Hospital as b to their proper legal form. I have enclosed standard Bill-Of-Sale forms for both water and sewer for comparison. I would apprec" the return of the attached copies. Thank you. Ronald Olsen Utility Engineer AH:ckd Attachment SPEED LETTER TO: W - S I CD A DAB pCT 1 (, PROJECT: SUBJECT: - 2 t'70 rz�n T f� c;K, gned� a SPEED UTTER .i TO: DATE: PROJECT: i SUBJECT. : S qne r Skilling, Help,Christiansen, Robertson, Inc 1215 FOURTH AVENUE,SUITE 2200 SEATTLE,WASHINGTON 9e161 (2%) 2921200 TO ._— 1L" -d G t-'--� eze—Otte'/ �7 : GENTLEMEN WE ARE SENDING YOU .%Anached ❑ Under separate toyer yia. the following dean: ❑ Shop draw.ngs G Prints Samptes :J SmIfications t /J ❑ Copy of letter r, Change order ILI COPIES PATE No +++w 1 1 THESE ARE TRANSMITTED as ,heriWl below ❑ For approval No errephons taken Resubmit__. _copies g For your use Make corrections noted -' Rejected-an remarks 'K As requested - Revise and resubmit Return._...___...Corrected prints for revree and comment -.----- Prints returned after loan to us REMARKS,.----.--..._--...—___.____..__._. COPY TO : �' .r.,.c SIGNED. . SAID- r�,.IJT--- u r.Krer�ro m�Pr .r.nro. Hour usury m ,r ., r I_)F Rp ff PUBLIC WORKS DEPARTMENT y DESIGN/UTILITY ENGINEERING 0 235-2531 R MI1NIC1ml.BUILDING 200 MILL AVE. SO. RENTON,WASH.911086 A�rFo sE ptE 8ARBARA Y. SHINPOCH MAYOR April 13, 1982 Mr. Michael Cvitkovic Projects Coordinator Valley General Hospital 400 South 43rd Street Renton, WA 98055 Subject: East Valley Medical Park Short Plat Proposed Water Plan Dear Mr. Cvitkovic: The City of Renton is preparing L. I .D. 324, East Valley Medical Park Short Plat, which will require a water main extension into the hospital property. This extension is covered under License Agreement 7908200611 (reference correspondence of November 5, 1981). In order to conform to the terms of the License Agree- ment, the City requests your written approval of th!: installa- tion of the water main. Verbal approval was giver. by Mr. Murray at a meeting December, 1981, at which Ron Olsen and Ray hlmeter were in attendance. Your earliest attention to this mat-ter will be appreciate If you have any questions, please cont ct Arneta Henninger at the number listed above. Very truly yours, Ronald L. Olsen Utility Engineer AJH.jft �!C Valley General Hospital April ^ i, 1987 Ronald L. Olsen ..r Utility Engineer city of Renton Public Works Department 200 Mill Street Renton, Wa, 99055 Dear Ron: ) I have forwarded copies of two letters from you to our attorney for review. The letters regard the proposed water plan for the East Valley Medical Short Plat and the special assessment area fo, Water Projects W-599 and W-f.00. a As scan as I have received a response from our attorney, we will contact you. C w��4 Sincerely, Michael Cvitkovic Projects Coordinator MC/mt i I K S.i,Fl rIS Px N l fl ki'd:L V', o S4illino, Ndb,CheicNon"n,RoWrtson, Inc. 111 I+IS irwWTM ArtMUe,SUITt a900 �!:�'+L. i, ,.: .� ; SUyp T:TAku,V2tIV�y�?MAL IUMSE,NASMIMOTC Y NIU 11061 M ltp. ni+n _ r To �./�,- r@eONA cl1 L. OL$6-/ `��[erf' d.". __.�e�zbavT saga. _ y✓oss' _ h'� ..._._-..----- _._.. GENTLEMEN WE ARE SENDING YOU ii Attached Under srparate cores .la___- _... the fotl"nig 4#M ,. U Shop drAW.n`S f-' Print$ "'I Plans �., Simples U Specifications r'7 Copy of letter r Change order r t jl I v CMW] hA hp nr Sle�wrrq [@§E' 1 r w r r TseESE ARE TRANSMITTED as checked Wow i (') IN spreaf No arephons taaan Rnubmd town !� Ea par use Make l01Te!bont '1014 -.;; Rttected -we rema+t. k NpnNd Revise and rewbmd ' ; RHmn _ ,._.w wted Winds C7 En roho Ltd commeni __- (.' Rath MwAtd Off Ietn to as 014PY to-_ ' W NVIMirM Hd<H p Mdd. hwHr+NAV ur M sit• '^� �- luly 21. 1982 ;!is hospital Will pain .wo .,,!wntsgaa fn.s I;., v,.terain extension by Dr. hraln across hospital property and the tie in to the proposed now 12". 'hey are as follows: One more tie into the system will give the hospital better st.ongth and circulation of the system than gained from an Individual loop around Dr. araids clinic. A too and a valve will be provided in the now section of pips for a future fire hydrant location for the hospital. have enclosed a rater lips drawing indicating Dr. brain's mein extension � . ;yellow) and the hospital's 12" water line (green) for your easy reference. 'lease do not hasitata ro call me if you have any questions. er truly yourp, of� 3on.31d L. Otsen ftility fn;,f.r. ..-r Fat VALLEY nENERAL. HOSPITAL W-516 Sprina,brook & 43rd WA - iv�wMsR�`i•AN� fi' lip GA�s�/��.�.ly,+b ; I f;�, ' � �ttsitc►�rui�,.y!�'kFt, ., ,,, IR. :ONI1�C410�14 RELo c hfsC f31 ;®; - - d;,; '' � ' ! '`� �b►t.►+ �:qi a� rat-e ritiLSEY - r."fOVJJ;; I I 4Jkf'tIGMb't'�df. -Mf�V` j I urrt o,,.Vtr! . 71— I ! i 4lGr�t RLi4ii'.j � i LINE iy I 1 1 New ME7L�� YPSJI.T `y Jt✓ k Y� � .} � r Gr H MEI Z VpU:,T r-'rI- MTN V t- • v ! V \ • r .� 1J/ (r .7J•.yi �.wt'S'.i i 1 Rn< bl;vr BB/ i Lr_.•...nc �.11..to•a`N�.�;wyr i�z�. , ,, � z7, r7 .•.r- -41 A,,P zm 1. r , �,• .' J] � , � 1, .� ° '•H1+1 �'. ��..BAN :P Tay SU_L. �� / ''•..�• ..� n -.. ".• wKw .i.,,t s Doi, E.Gr 4Grmr 149, Skilling, Halle, Christianson, Robertson , Ina i211 rOURrn AVENUE,SUITE Soo, �(� � W/UaF. U AF, $CATTLE.WASHINGTON Ae161 a;,ari 42061 7111.1100 vze TO 4 GENTLEMEN WE ARE SENDING YOU arned 0 Under "pirate cover uq the tollpwrng item[: O Ship draw ngs a Pr,nls '�! plans '.J Samples 11 Specd¢abons G Copy or letter M Change order COPIES I 0AQ Nlr Of Ir:A r,op +-+� THESE ARE TRANSMITTfD AS rhtrred hjow (j fa approval No eruptmm f4hen Rnubmd _[oaies iar Wul use Mak r,orrecimns noted Releded we remartn k repunted Revne End resubmit -.; Returw ..__consclet prwa y j far review and Comwo PrIME -huffed AiN LOSS to us BtMARKS ....._......:.._. ,...,_-_._...... .. ... CO" - -.._.. ,.., ,._..SIGNED .... ri 4n{I4eWAe Me MI O rNrHl, bM1/,NdI u, N ...! n � .._. 44• Mr. Ron Olson February 7, 1980 Page 2 We Hill make the following changes in the current construction contreat: 1. (knit the connection from the north-south existing 8-inch line to the new 12-inch water main at the new fire hydrant located in the east parking lot. 2. Delete the placeme, two new 12-inch valves and vaults located on the south side of _•ist.ing hospital in the nei3hborhood of the existing 10-inch water .ines. 3. Do not make the connection from the new 12-inch water line to the existing 8-inch east-west water line. The site plan prepared h 'Ar. Kent Rogers on December 27, 1979, will include the additions and deletions noted above. We also want to complete this system as soon as possible, but the multiple change orders and resulting cost increases on this project have put us exceed- ingly over the project's budget. Our current operating and capital budgets do not provide finances to complete the relocated hookup and meters at this tine. By including this final work in the Expansion Project we will have access to the Expansion Project funds that will be sufficient. We also be- lieve that the work will be no more complex at the beginning of the Expansion Project than it is now. We will appreciate your support for the design change it this system and the rescheduling of the final connection and meter installation. Since , D is p Assistant Qaministrator DAP:ev cc: Mr. kay Almeter, architect Mr. Kent Rogers Mr. Ron Scott uli pmalx WA"14 M 11 NO :or OW,01INTY �� CtimmfNWMre: 'i, MwonT Mwton S NA(a»•W,VISA Pq.yAm ctwmmtA Kunh C, o ,,P s,M N.alCnury {,. John Wig < lotm R.ad i"s,M e Ad^011f141,w Mp••n VALLEY GENERAL HOSPITAL wm a Agiagrif Aam,nr.enlor 400 S 4,ltd '.,imei, Renton Nashmgtmn 48055! 228 a,IW ounrrp A Popp anAum or MAd'"I AY/ApA- un,•o. '�/ MHMAper M 0 February 7, 1980 Mr. Ron Olson Department of Public Works Municipal Building 200 Mill Avenue South Renton, Washington 98055 Re: Water Distribution System Dear Ron: Valley General Hospital proposes to complete the expanded water distribution system at the beginning of the Expansion Program that will start this summer. If for any reason the Expansion Program i, delayed, we guarante,! the compie- tion of the water distribution connection as a separate project this year. The final connection will have the new meters locAted west of the cooling tower and bulk oxygen facility so the meter vault will not conflict with the main building expansion. We understand the Public 'Works and Fire Departments are very interested in the system's completion. We believe that the activation of the new fire hydrants in the northern areas of our site and the utilization of the new 12-irch water line from Springbrook Road will meet the most important objec- tives of the City. With the new meter vault and 12-inch line final hookup postponed until later this year, we plan to have our contractor, R. W. Scott Construction Company, complete the following at this time: 1. Provide one new value and one new Tee in the existing 12-inch water main with a branch and new valve leading to the anticipated location of the new meter vault. 2. Sterilize the new 12-inch water line from Springbrook Road to the loca- tion of the new value and Tee referred to in Item 1. Once this is done, the new 12-inch water line could be used as required for supplying the r new fire hydrants, and this line would not have to be tested or sterilized in the future. aw Sam . d . . Ar. -..u! • . VALLEY GENERAL HOSPITAL To,n'�,,,,y„ ruwc woMnA�onecr wo or r.Na couh.. P A./Or MgwrO.Oh efAlit(q.��Q}(M I CHECK NO. G083847 VlMD011 OAT# —W"V":'..`"1 � 853do1� 9Grts ' GF.IIERaL iUISY, � I ,-, J 0 0 81 MOT VALID A/TlM OMB TeAg#MOM DATA W *&US r city of Renton M F�114 r AMOUNT ,853.9 6 L A e✓ Awnor /u 6[ eyq/�vq� he M � ywN •7D083847 • i: 1250000d4l: 1030 O14As h' PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTON APPLICATION ONIY - UNTILVALIDATED PNUMBER Owner � Locatl n of Mork / a 1� iiFA/6.P�1/ Address e`� 00 _ 1j 11h9l M244-4 �.� INSPECTIONS FEES �! CONSTRUCTION !.ids Sewer Storer Sewer PERMIT Right-of-way construction Water System Dev. Fees (Public Right-of-Way` Water Latecomer Fees 'dater Inap. /Approval Fees Sewer Systen. Dev. ?sea x Sewer Latecomer Fees Date Issued Sewez Insp./Approval Fees N/ ; Right-of-Way Insp. Fee, Special Deposit Expiration Date , TOTAL FEE Description of Work ' and Number of Feet J - ✓ -- - Contractor �s I Buslne,e Address _- Licansa _ Bond Telephon IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISIW. FROM THE PERFORMANCE OF SAID WORK. ANY WORX PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. ALL 235-2631 FOR INSPECTION. all between 8 AN and g AM for APPLICANT nspection in afternoon) call - sfore 12 Noon the day before or inspection in morning. PUBLIC WORKS DIRECTOR PECIFY TIME FOR INSPECTION. ALL 235-2630 for street signs BY nd lighting. PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF PENTON, WASHINGTOP APPLICATION ONLY - UNTIL iALIDATED PERMIT NLTI$F.R uwnet Lo"tipn of Work Address 5/ INSPECTIONS 7— FEES CONS' rXTION Side Sewer Storm Sewer PERMIT Right-of-way construction Water System Dev. Fees _ (Public Rignt-of-way) Water Latecomer Fees water Insp./Approval Fees - Sewer System. Dev. Fees / . `QL Sewer Latecomer Fees _ Date Issued — Sewer Insp./Approval Fees Right-Of-way Insc. Fees _ N; Special Deposit Expiration --atp TOTAL FEE Leac rlption Of Work— and Number of Feet Contrac<< : n Busirese // License Address Pond Telephon /7 IT IS UND6'RSTOOD THAI THE CITY OF' REWM' SHALL BE HELD HARMLESS GP ANY AND ALL LIABILITY, I7AKAGE OR INJURY ARISIW' FROM THE PERFORMANCE OF SAID WORK. ANY W%F PIRFORNED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DUNE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFOP-: rXCAVATI NO,. CALL 235-2631 FOR INSPECTION. Call between 8 AM and 4 ^.M. for APPLICANT i 'A' inspection in afternoons call before 12 Noon the day before for inspection in morning. PUBLIC WORKS DIRECTOR SPECIPY TIME FOR INSPECTION. //y���'j CALL 235-2630 for street signs BY " e1tj. and lighting. a.:. �1 dim PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF PENTON: WASHINGTON APPLICATION ONLY - UNTIL VALIDATED `L NUMBER � eL .ocati n of Work 0 C 1 Address / /��- - C�• � T J INSPECTIONS FEES CONSTRUCTION Side Sewer Storm Sewer - _ PERMIT Right-of-way constructior. -- Water System Dev. Fens (Public Right-of-Wai) water Latecomer Fees Water Insp./Approval Fees O' Sewer System DOV. Fees. Sewer Latecomer Fees Date Issued Sewer Insp./Approval Fees , Right-of-Way Insp. Fees t N itSpecial Deposit i Fxpir&tiic Dete I TOTAL FEE Description of work i �� /)� and Number o/f Feet < 1!/'0� Contractor business _ Licenao Address �Telephon 51 / IT IS UNDF.RSM)LI THAT THE CITY OF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY l.RISIW; FROM THE PERFORMANCE. OF SAID WORK, ANY WORX PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE HY A LICENSED, BONDED CONTRACTOR, LOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR INSPECTION. Cell between 9 AM and 9 AM for APPLICANT •f� _ �/l�t, rr�C../ inspection in afternoon; call before 12 Ntx�n the day before for inspection in morning. PIJSLIC WORKS DIRECTOR SPECIFY TIME FOR INSPECTION. �f� !,/f / C\rye. CALL 235-2630 for street signs By (Aetv-L and lighting. f! , . 'rr r . r� KOHL EXCAVATING, INC. K ;33G East Valley Rd. IACasTTON� lil Renton, Washington 98055 2266620 TEST REPORT M 0� 'M.n.: SCART _._ ._.. DATE OF TEST _-_ FINISH GRAVITY SEWER: MANHOLE "�1N!'Ol.ll._ NANHOLF_ PRESSURE SEWER: 5 i • J DF_SCRIPTIOii OF TES r: 1-�� W t 7 / 4IU /e /✓ t TL Intl ;� lJ (. r r o ti ,A' l b 2 PRESSURE READIN,;: BEFORE -�� 1d AFTER Q y6 WEATHER• is i I r Y'TTNFSSED By INSPECIOR: � g � 235-2631 C0i1STRUCTI0Ii CONF[R%hj- LATE: becerrber 16, 1900 Tt2sdeY�_,_ TIME: 10:00 A.id. 3RD Floor Conference °ornn ` DEVFLOPER / CONTRACTOR OR SUBCCUTBACTM Jr PRUt Name: ,/ Kohl Excavating— Phone: Protect: Valley General ltosoital__—� _ ._._._...�.�. -.__.. . Proj. !: 516 NAME Of APPOINTED INSPECTOR , t `a.o - Bill Kullberg Please check departments to be notified and specify person ,:c ettnru. „¢ X Engineering Dept. —_.Qenart*ent's Choice Fire Dept. _.. 41 _ X Police Dept. _ - ---- ---— X Street Dept. X Traffic Dept. " X Utilities Dent. X Water Sho:• " Other ! Additional outside departments yor: Wray wish t: Department of Transportation Pacific N.W. Bell Company _ X Puget Sound Pacer & Light C,...;: r X Teleprompter Cable TV Cc;rp X_. Wa,,hingtnn t;ntur?1 G. fr; Other WATER AND SFWP,R PROJF,CTS PRESENTLY UNDER CONSTRUCTIGN IN Q THE CITY OF RENTON WATER PROJECT N S + B SEWER PROJECT N DATE_ WATER PROJECT TITLE 1�,4w. � PROJECT LOCATION `;c`. DEVELOPER ADDRESS PHONE EMERGENCY PHONE CONTRACTOR L_It iJ-T C[� ADDRESS PHONE EMERGENCY PHONE c qO FOREMAN PHONE EMERGENCY PHONE _SZ3 — DI�Z, CttY of Penton Ineneetor • �. Other Insnertor PREcouyrau wN cQ,u� W - S/b 5 Ekyr 50�, µtOLAtJI"� � a6 ilJstA��F.�O F1 rQSr wait N4�'� D Co1jTfAcTht WILL KW ri E /0 S 4 s I r 1 s A ('Of rt (JAL a City of Renton, Utility Dept. PRESSURE TEST FORM Water Project Name of Project This test was taken by on At a pressure of 5—/) 251 , for —A�S minutes. The test "railed" un "Passed" �� on Comments: — — 7 n owl Vty of Renton, utility Dept. PRES5UPE TEST FORM Water Project Name of Project 4 �� � ..•-��>� Tl:is test tas taken by G'_c-.s/ , / on se— _-- At a pressure of ��'�"'� PSI , for /�� minutes. The r._-st "railed" on "Passed" L-l'� on et-v i City of Renton Engineering Department 235-2631 PRECONSiRUCTION CONFERENCE DATE: Deuenber 16�19$U (Tuesda3r} _ TIME: _— PLACE: 3RD Floor Conference Room DEVELOPER 1 CONTRACTOR OR SUBCONTRACTOR J NAME OF PROJECT Name: Phone: -- ------ Project: _W ley General Hospital - Proi. NAME OF APPOINTC.D INSPECIUR Bill Kullberq--_,_ _--- -..._ Please check departments to be notified and specify person to attend. _x Engineering Dept. .___ _Department's Choice ___ X Fire Dept. — X Police Dept. _� » % Street Dept. _... _% Traffic Dept. trf X� Utilities Dept -___..r.�-.._--------- x Water Shop -- Other Additional outside departments you gray wish to notify. x - Department e1 Transportation x Pacific N.W• Oell Company % Puget Sound {Power 6 Light Company _ X..._ Teleproitpter Cable TV COeryafly V x— Washington Natural Gas Coagiany Other — n KOHL EXCAVATING, INC. 1330 East Valley Rd I.AXAT LON Ref-ton, Wash,ovon 49055 / L, r-r�. 226-6620 TEST REPORT • TIME: START �U'� a0 �7 91.E DATP OF TEST �- pj':� FINISH /�Y' GRAVITY SEWER: MANHOLE , MANHOLE. � MANHOLE PRESSURE SEWER: rr. Z WATER MAIN: �6 f �= a 7 /f 7 �' �— 2 � �' S L:u�r r > ' �" �' ' lS-•oT// �" � / G � _ t:,,'T � " � liGt. /cone- �/.r« '�-- O�MGyr 1'i�, ,d,r DF-SCRI"-'ION OF TESTt J ��� !J-5//V Ll,A - PRESSURE READING: BEFORE: �-'�`_� / _...__ �U'TER WEATHP.R:__.C:i!cl (r/,^ TT WITNESS^D BY INSPECTORt FFMARKSt WATER 11MPI.f? TAKEN R'i KOHL EXCAVATING. INC. . 03L, Ea,r v,. " 40CATTONL /✓ 64��. Rents i TEST REPORT M TIME: START DATE OF TEST FINISHI/_ GRAVITY SEWER: MANHOLE MANHOLE . MANHOLE PRESSURE SEWER: WATER �1.1 i' : 4 s z �i// DESCRIPTION OF TEST.. W /"r4/ PRESSURE //READING: REFORE � ` , AFTER WEATI IER:1�07�� WITNESSED RY PJSPECTOR: REMARKS: ------------------ GE..ERAL MISCELLANEOUS DETAILS VALVE OPERATING NUT EXTENSION OEM IL :- .uof. "1 1019 Lim"•� I uc o[*kt-- _ -r 1 1 'r� .tr.•,u.,r.•a, Wc.M,,. I'N*M sm. �v'Z is"WAD. L I•MI, NI<V6s, IM.xt VKfl. lnt6lnN IN NgtrlN! r.!<wart M p 1101 M[Mlwi 111ttt'lmi'Mi 00 ruN. nrzNI1Mt 11t rn t[ :I/•-INIa nyiMt[lN. py r•I Mot L9.t.Olt`tIf nn4te le r r1••am. N all n1 tart. all of fnferen at» GENERAL NGTES THAT A ail 0w eui*»"TO tnailie s]nfnlm N Mit-Mrt/u. CO. SHOULD BE ON ALL NNNp ofolio, WATER PLAN SETS I. u� r. Wn P f.tPNr.r:/••ew<p,t•+are\.r ./[[ e1W/° tat intN etrllN YNrtwt W ep Wt Nf.P N o/ VALVE MARKER POST Nr u.w.... rr< aKm[.er/s r ,ru r w ELEVATIONS r. ul In[nue"\of PNflp°auem\.r/•N/NeNrrN P•r :prtrN°.v t p\N"\1NIItY!t rN[/y W lM•p[wrist IN.[' n M N V /[.er/Ve/p w NNwWn/ y •Ir Nler Y`w pN V M[MAN bM/N<!q/ I•I'/rY Nnprr['Ip V MI SyR'l e.Er-51.iNf N 1/N/t r1[itiN, [.I41'NN fl/\\ft. lPP[rl/U• I telp/r N/I W. WIl<Pier�tG Mti Ml,'Y f1N/w FVij[N ry rP[NP /IN lnf"V V N l{14P w NO/.IVI p n /. •Ir tlttlrgf N M VIl•r/n.[aRnl IrM•.CI°N fM.M11N°<N[I[IN \f/[fflN e.FPfM MIM'p V rll ]Mt.YiS.tytNr,YIt!1-21'l l•IN1 wt•/[NIN Ifl II«rN;°I.V M Y yLw«p le4t/r IINN'L �qN�tvV Wlf Y YInN "/[<aMNnN M IifM.. W t11t11 Y Is rtf 1•, :P•rpyKrP.✓1tN atMrY1N fN4 f 111 wMr M1w 10 Iqw W wlin V rl x"w t'N/r if it H 4['[I M:N rinit"M/N .11 WiM rlt t ppr yrn\tp V N b./`N ! il[//W'il/t�pl� /NwH w[M WII. i6�°Nrt- `IW✓tMt[•1fYF..NM.IIN.N1M1/M w r µlpil</N Lp PIY d wV° N 01Y N rN.•eN 1 1 M[N\V+<tIP!W/rP<t W IN^t/.IWr✓"Nr NIM M\[NfIM nY[[NIM'trq. I1. II wat N[[r.affV/ctN'\rMwM[[rN N N[✓r/Yl n[VtNYt I.w.V V IA\Nns(.P.f<srNrN/ NH./•w VrvKN. Ip\/N rw 1 r./Y [yN_ t¢fI .[[/ '.n,xN N W uN N w•P. t .NPr/rlRNtr 10 •1' [M./ 'V V Nr\NM rrrl V p.[<All.w N w4�1[I~N N Wn rNfI M1 fWtN . + .ItglfryW/1Mu°t wo 4 M l t1'[4 t' N[VVrI/uP.Hw N1 rNrl/V fe N tow N war -fi N M tetfl N t p.-V V Mw V[fft'I.Lrq VPN. MVf NY-1 V -P11M[Ine[M tMo, o, ur�[w[l[/N ww. Sot, It rA w oa'tVt K <11.0. tr I,•MNala NII Or c[t 1 Nrvr�°i NI•Itllt tri/ M1IIrN WNrl�lt INM/M t01111. , alai, 1 yN \.nNWSM"/° Nl nrp Nr V\VkVP •ION Malt re w ;*a IAA r<p fr tN[w MO fMlt N]IfORrfe:l.YN MM nMel- Ntf tfMIM1SyM6 t itonY, et}" t0 [f. t Wttnav V vRt/Y YINt W tfMtNt IIMNI NVrI[N -rt trK 1"lu 010"w tI'M"f s a My prrq//u MNV NIY V FlVI 111-fn. Iw:ui M w<lL ov r iifun"I""te 0.M N/Wtte YYWM. WATER STANDARD DETAIL CITY OF PENTON E)EPARTMENT OF PUBLIC WORKS f 401 Mr, Michael Cvit'sovic August 13, 1981 Page 2 6, Secure marib-le cover and frame to vault located In planter w. +h concrete grout. (STA 8+15.6) 7, The s to shaft of the fire hydrant at STA 12+76.11 Sv Incorrectly u: installed at chin time, The hydrant was recently ported :c face south. At that time the bonnet on hydrant was rotated in error and could have stressed the main shaft of the assembly. ilia should be correcred immediately and the shaft should be check:,d for stress fractures. 5ra. P"'' over and frame is out of 8. The 12" gate valve assemhly's manhole c ^uncrete onion vault alignment and should be ce,ligned over 9. The fire hydrant foul valve at star.ion 3+52 on east side of ot by drawing. SThisVe alveaboxnd n snouldabe locerodta d r ion on the ft aised to the appropriate grade. If you :lave any questions on the above, please contact me. Very trul/ yours, a4a J, 0L0. Ronald L. Olsen Lead Engineering Specialist :ckd Attschsen� cc: R.W. Scott Construction OF RFC PUBLIC WORK] DEPARTMENT Z DESIGN/UTIi. ITY ENG:NEEftt71G • 235. 2631 OyQ MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.e/Mxs 0, o SP ,rEG SEIZE August 13, 1981 BARBARA Y. SHiNPOCH MAYOR Mr. Michael Cvitkovic Projects Coordinator Valley General Hospital 400 South 43rd Street Renton WA 98055 Subject: W-516, Phase I, Construction of Watermaln by R.W. Scott Construction Dear Mr. Cvitkovic: I recently reviewed the watermaln installation on site and the as-built plans for said project. I found several things that should be corrected prior to final acceptance by the City. I am not sure whether the corrections are the responsibility of the contractor or Valley General Hospital, due to later construction around the site. The areas of concern are as follows: 1. All valves in planter areas should have valve markers. Also any valve that is not in a logical location should have a marker. A copy of the valve marker specification is attached. 2. The 12" gate valve assembly at STA 1+40 is located in a planter area and the manhole lid is h" below the curb surrounding it. The lid has beauty Lark starting to cover it. This manhole cover will have to be raised above the curb line and firmly attached by grout to the concrete valve .ault. 3. The adjacent 12" gate valve assembly at STA 1+76 has to have the cast iron manhole cover and frsme firmly attached by grout to the concrete valve vault. 4. Recent excavation and, apparently,parking lot construction around the fire hydrant assembly at STA 4+26 has left this hydrant instal lationtoo low for proper operation. This hydrant will have to be raised or.,; the concrete guard poste reinstalled, they are presently lying in the ditch. S. The 6" gate valve Dos for the fire hydrant assembly at STA 8+10.6 will have to be rained. I thintr It is presently covered with beauty bark and can not be found. J 06c Ili,, P ECONSTPCMO ' "AOMY- * 6311S01 c7 60-ToR.W co".17-2 . 3Z,9- sG S 4✓0075v .2 3�l—.,?;,ej �.'.o�c�a ��c.oN E�vy2v�,E�m EcEc� Si2C 4S4 5440 WAwx CC=- V AL.LF-y 2-aj-3 4510 IY/ItN C�/fR.'ST. litrd��j kc>/tL f��cc N✓- J'� t t3 C 4 ✓U.�/L�C7 ��jcL/�Sci /f a� GfiCC,:`�i 1:> /Y toy/lU CJ BILU KUL.L3E4G CITY QEOTOFJ z� 5 -at31 Y SPEED LETTER r` TO: DATE:_ PROJECT: L� Al, SUBJEC': s�1 Q t f5lined GaJC, SLAfi 1 S"EE4. LADpE2 010 NWO MIJ Room a,(a 11-11PA QC. VALE FL I Pr'tATCi�� YJAW A- -r_ R v'� yey iP 1 As stated in our meeting„ the grid symern of developriunt of •aarur supply will benefit the Hospital in the long run as it is anticipated that the properties to the north of the Hospital will develop and be required to connect with the Hospital supply system. This then would Provide an additional source of water for the Hospital and would also insure reliability of the Hospital system. However, if such a hookup is required, unless it is at the insistence of the Hospital, the developer to the north requiring the hookup would be responsible for instai,ing the Imes, subject perhaps, to a latecomers agreement with the Hospital. 1 hope this letter adequately sets forth the City's position anr' should you require clarification of acr• area or issues herein, please feel fr to contact me. Vesy truly Y�� 4 4aw once 7 arren L7W:nd OV k� t G a.m OFFICE OF THE CITY ATTORNEYS RENTON,WASHINGTON U ,,{{ Mt1 OrIlCt pa sat �U« xM..r«U{w4a«G • AY«run,wAf„WGrpv fWft YfsNM n 1 � LAWRF.NCE I.WARREN, c-r+Arlo ' DANtEL ICELLC , -#WV. r car,-spree. °y$ February 27, 1979 a 9�rFn sevt�� Mr, William E. Murray, Administrator Valley General Hospital 400 S.W. 43rd Renton, Washington 93055 Re: Proposed Water Lines to Valley General Hospital Dear Mr. Murray' This letter is to confirm the City's position on the above topic as discussed with you in our meeting , r February 27, 1979. It has been and is the City's position that any connection to the City's water system should become part of a grid system of water supply. To that end, it is vitally important that major property owners such as V,llley General Hospital, take part in the grid system, The city has en. ,ted legislation along this tine and our discussion was basically about how the City could implement its grid system without unduly interferring with the Hospital's land ownership and use, During; our meeting the following City position was stated: 1. The City will require a (Sill of Sate to the water line proposed to be installed by the Hospital. 2. Instead of an easement to the property, the City will accept a license that must be irrevocable in nature as long as the subject water lines are in use. 3, The City is prepared to defer indefinitely the normal City 4 requirement to extend your proposed water line to the northerly boundary of your property. The City will not require the Hospital to install the d water line to the northerly boundary line unless it is shown that it is necessary for health, safety or general welfare reasons, such as inadequate fire flow. The City retains the right, however, to require extension of the line to the northerly boundary should the Hospital or a Inter owner of 9 the property, begin development in the rortherly area of the Hospital ownership. r; Y i i� i Q �f 1 G 1 4rAA ,AS �- Y P• Ij t� fi ' Y 4A ' 1 M„ o ► ;0 1 1 it 1� INVtk . l 1 t En1�A6ATGN ' 6A-�r14 22 i W � ►AM AGIC.IrIN�i 1 r1-1 r" i Skilling,Mdlo,Christiansen, F srtsonatef �p�(�I . 44Q� 1a16 FOURTH AVENVF.%UtTE SEAYTLE.WASNrNGION ee161 �My'`� W ,.. j .a1f �a�.+yi 9] 1]J Ia06/Meia00 To r_irY GENTLEMEN WE ARE SENDING YOU ..Attached ''S Under Separate cover v:a _,_,,,.,the fodanry iyma IJ Shop d,ae�ngt E Pnnts :7 Plans Samples ❑ SPacMcaEAstse ❑ Copy of letter M Change order 71 L[`�. ' ° =1"i 'N 17F tAL- GG/IES (Yf( NO t�� •:('::..W..r1:lrN ` 1NESE ARE TRANSMITTED a, hecsen belnn [] for apyrovN No proolWns taken - Rnubmd __oepin `,J,fa your cae Make corrections noted Receded see remarks ,..; As re0uested Revise and rewbmd Petum ..._._.corfected props /`" for conee and romment Prinh returned after loan to us REMARKS.._.....,_.— p o rn,awrrr a./.w rr •wr/, r,.yr/r/r.N-��tlNP�`^'���... fkllling,Mello,Christiansen, r ertson 1215 PGU&TH#V&NUe.SUITE 1pnp S,f�;Myi..l�J;1�ti'v1Q. SEATTLE,WA"INGTUN"161 (1aU a92 Am TO y *rim '16 ALi 1"KN._ - ' GENTLEMEN WE ARE SENDING YOU .Attacned r] Under seperale coves Vw—,--_- ._tee following dems: r) Shag) draw,ngs ❑ Print, 2 Plans ;,J Sampie6 ;) Specr6cadons Cl Coot, of tell&, f; CMn`e order pQ• I l�lT fr<r,> !�"ilChj '[�1^''"SAI-- r COPIES gfNo 015r.PVhOh TV PE _ src THESE ARE TRANSMITTED as Checked pelnr - C:: Tor &ppro#al No exceptions linen RewomA copms Tst for von& use Nyir, cunrcfrMs noted Irirelep se.remarks [; As ;#quested i-i Rage fell resubmit , Return . ._,.,..corrected Prmh for rrvnw and comment -7 ;] Pnnts returned after loan to iA REMARKS541 Coley SIGNED;:., it... � A b R .1~ .� i� «I �, �lOffffff�ffffOffOf f AL r yy 5 �tr'{rI '�,i v wrtvw+✓w I — ALNIE?� ii�5: Y cv 0swaL -'= �G+srr . .. ►tear-rrA� �_ v-St4 1 /H/tCf;na'Nr� WATER DISTRIBUTION SYSTEM MEETING - MINUTES \\ J February 7, 1980 9:00 a.m, i Renton Fire Department PRESENT: Ron Olson, R. W. Scott Cont. Tom Kivley, R. W. Scott Const. Chief Dick Geisler Fire Warden Jim Matthew Kent Rogers Bill Murray Dennis Popp This meeting was held to discuss and get a5 ement on the Hospital 's proposal to delay installation of the new water meter and fire detector valve at a new location adjacent to the bulk oxygen facility. The Hospital guarantees tnat installation of the final hookup of the 12-inch main to the Hospital will occur in 1980. This work will be done at the very beginning of the ex- pansion program that wil. also include installation of the larger pipe for the water loop on the south and east sides of the Hospital and the inter-connect ties for a complete water loop with two sources of water for the Hospital 's domestic and fire fighting systems. As itemized in a letter dated February 7, 1980 to Ron Olson, the Hospital will activate the water system coming off of Springbrook Road to provide water to the new fire hydrants. The City of Renton, and especially the Fire Department, were interested in utilizing at the earliest time the new pump station that will be built near the Spot Tavern. That pump station is expected to be completed in August or September of this year. That facility will increase the fire flow of water .o the Hospital and adjacent neighborhood. Since we expect that the pump Station construction and the completion of the new water distribution system to be about at the same time, there appeared to be no improvement in the water supply to the Hospital for fire protection until that time. The current flow of water to the Hospital is 1500 gallons per minute, with an increase to 2000 gallons per minute on some occasions. Ron Scott indicated he expects that to complete this system, including the new vault, larger pipe for the loop and the interties, to take three to four weeks when the expansion program begins. It was agreed that a new vault will be installed where the new Tee is installed for the lead into the new meter vaults. This new vault will include three valves in order to completely control the water flow and make installation of the new meters more practical. The meeting concluded with complete agreement in the re-design of the system and Hospital delaying the final hookup until later this year. The meeting adjourned at 9:55 a.m. DAP:r;v cc: M. Cvitkovic, R. A:meL!r, K. Rogers SPEED LETTER TO:y�K/LL/p4b, r j4pI-L0 �N<1C.riAA/�.M DATE: 12 W- r%r .��r�w SIG PROJECT: SUBJECT:, t, s qnP xz-iz� o 1 y -; E CoNSMCI71��N h jt E i rNC-, U.) -.S 160 00667LIL, 4 CRCANi7A77,., c r t "� < ei 1 K•tn,'7 c fiP,CcA ��c,.A,t/ EN!jWE�`,E'Q�E-lEG: SIB 'f5�544o a chol, 99 L. \O"T cea Nv4tkF Qo.L-Le y GEN. PosP 2..sd -3+6'0 '7v IOL AV C#,v, 5 T, N. s,.,i /r� N<. F s< N✓_ ; -r/ . Q r.a C> l%/�G ,v✓�Y/L�G' �,�Lja�r�YGr y=4�s; s: << . -yr. ,:%Y CIS e �1'u be rZ li' !i fi. N w/0 BILL Ku t L 4EAG C IT Y of 460TOA) -a 431 Milling, Hello,GhriNlenson, Robertson, Inc. 1211 xdUa1M APaMUe.011 ]M'r "Aing WAAHM10teM"161 am U4 W 'r ,7 •-,.zr Pn If r IG± Jl F I w ' "T�4 GENTLEMEN WE ARE SENDING YOU A"whed [I Under separate town VIA__.._.._._.._ _Me 1Wlowm� items. U Shop drewmgs G Pt+nts "7 Plant tJ sumplas J SPIK"`atrom C C"y of left-, ^ Change order ❑ _ ..—.. ... costs tHESE ARE TRANSMITTED as (necked b0l" L3 Edr oral No teRptmrd IAYtn Rts,bmd ..__copes .Wr Y(ofJrour ou r Mahe eorreUrom paled Rewded set remaes '- As ttd '"; RAyw and teWbrlxl R•:grn _ _ toatl:w Pont! h Pants returned alter loan to us kEMARtsSVALVC- UP e co►r "to _ yf�Jf/ ••asw.m r•Mr a, MIN. PnNY MrM w r ^^„�..••.p f a �r. �k �' _ _ _. �� 4 �" /� �P'0 �" j C _ �'L. � '� 9�- ,� �, (DPE CONSTUTION UALLFy lliENC12AL 100rc , Y �A OMY. E . Al'E.ISO w C it.WT()Lvl 4L o 4►TYt. . 3 t9- c:.:o,CcA ��e'cwH! EM�jGYIfiE�EZE'c aYS �,:/Sf4o ' ¢ I77//c"C C' �l+ r rJir. d/�LL :y ;.eAJe�Nc 22fy r 5r � �^ Choy" 7 Mryewn 5,p•Ir,4evn f/L� yr W"T 00 MARJ" VOAAL y mil. lioS� Zsd-356'o i + 6 f i t 1 IG+G'.A'�1? Gµ+'IEGTr l IS'o bc' VT At �✓ 6s H r r'/f OIL%- KQL-Lal46 CITY 0P QEp*oeJ t15 -Q631 ME a, a: p1yy "DiL1ItJ PRGPliRT S-" � ' , �.. (heiug purchased by Dr. Lwai and wife and being sold to Public Hospital Dibtrict No. 1 of king junt7) Parcel A. That portion of the SE Ile of Soc. 30 Twn. 23 U. Range 5 EAL In Xing County, Wdsh uigton, deLcrib-sd as follows; Reginning at the S 1/4 corner of Sec. 30 thence N along the North and south centerline of said Sec. 30 a distance of 250'; thence N 09006*03" 1055 feet thence S 74".9'53" cast 365 feet twre or loss to a line that is perpendicular to the So. line of said SE 1/4 at a point distance west thereon 300 feet from the west line of County Road No. 80, being CO feet wide. Thence southerly along said perpendicular line to the south lima of said SE 1/4 , thence westerly along said south line 1406 feet morn or leas, to the point of b>ginning. 8 EXCEPT that portion lying westerly of thu easterly nargin of Primary St+.t . Ilighway NO. S. fV 00 Parcel H. —he north 85 feet of the NE 1/4 of Sec. 31 Township 23 North, 0 Tange 5 E.W.H. , in King County, Washington. /.. I:XCCPT that portion lying westerly of the easterly margin of Primary Star. Highway No. 5 ALSO EXCEPT that portion lying easterly of a line that is perpendicular to the north line of said NE 1/4 at a point distant westerly thereon, 300 feet from the west lino of County Road No. 00 being 6O.feet ,idc. Parcel C. That portion of the S 30 feel of the tl 85 feet of the 14E 1/4 of Sec. 31 Township 23 North, Range 5 E. W.H. in King County, Washington, lying westerly of County Road No. 00 bring 60 feat wide. EXCEPT that portion lying westerly of a line that is perpendicular to t% north line of said NE 1/4 at a point disc nt. westerly thereon 300 fe.-t from the w€•„t line a County P<,tr' 'I-, I _::t,i ,;J,- w„ P I,S EXHIBIT A. "PRESENT HOSPITAL PROPERTY" VALLEY GENERAL HOSPITAL P06LIC HOSPIM DISTRICT 110. 1 Ot KING COUNTY LEGAL DESCRIPTION That portion of the North V2 of thn Northeas• 1/4 of Section 31, Town-ship 23 North, Range 5 East, W.N. lying west of Springbrook Road, east of SR-167, and lying northerly of the northerly margin of S.V. 43rd Street (South 1.80th Street), except the north 85 feet thereof. Information From: Renton Engfi:eering Department; King County Tax Roles Tax Lot No. : Tax Lot 2 In Seetior 31-•23-5 Contact rerr:;rn: Arlene Haight, Lego..) Description ^t Renton Engluecring Department 'Y, Date. August R, 19/8 - 1 - r- L.,,q / T , owl t ;1 I.iCER E ArneriwHT /u ,y CONES NOW MIMIC HOSPITAL VISTRf Cf NO, I OP RING CMUTY, y q' a municipal corporation (Valley (:moral Hospital), and hereby - i grants unto the CITY OF RENTON, a mum Lcipal .Orpuratim, s license to go upon, over, across and under the property 4eacribvd on 7 Exhibit "A" attached hereto and ineorporsted herein as if fully o not forth, in order to install, replace, min.sin or repair w water lines imrnlle4 and to be installed of tocaY.ione eMnm on Exhibit "S" ("installed" shown in red, and "to be installed" .a . ^I,}'• shown in grown) attached hereto and incorporsted herein as if ra;lr i'Q+ht fully set forth, This license shall likewise extend to any Ouch water lino that are installed or relocated by the Hospital District or the City or its agents with prior agreement with the 4ospltal District free time to time when such water lines fora a part of the Citr's water system and are conveyed to the City. The City shall I'mit its activlrivO on the subject pro0ort.y s• much /O is practical �. to the lwsadiate area of the water lines. �y Further, the City agrees to repair or return the premises, Y.:. after any work on the promises, to the --.:audition In which the promises were prior to the City's work. This Agreaarnt •hall be in full force and effect until reae'.ndo4 by the parties in writing. DATED thta 1,jj,_daY of august. 1171 G.TT �y �lyppN `. PUSLiC HOSPITAL OLSTRICT NO. I /i OP glr' COUNTY (01,irEY GegfRAL HOSP r ubeTucenti Marne f- ,�.�,, 7 an terra Tmfn T�t`ia`tuF or T a eO y e mac' 'r 'f A; a Y SKILLiNG , HELLE , GHRISTIANSEN . ROBERTSON Consulting SIrur lurnl and l;nvd Engmcur'.• 1215 Fnntlll Avrnto'.SMItlh05'1511ingtrm on1u1•120hq 2n2-12/xr August 9, 1979 Mr. Ronald L. Olsen Utility Engineering City of Renton Municipal Building Renton, Washington 98055 Subject: Valley General Hospital get Water Distribution Extension Dear Mr. Olsen: We agree during the construction of the new 12-inch water main at Valley General Hospital that, at the time of staking, we will provide a location ' for the intersection of the centerline of Spr;ngbrook Road and the new access i road located on bearing N89003108"W. The drawings will then be revised to include the new stationing starting from this point as STA 0+00. Very truly yours, SKILI,JNG,' HELLE, CA fSTIANSEN, 'OBERTSON - Ir ew n Dent R genii" /ce act Mr. Raymond C. meter - Almeter 6 Finley Valley GenerAT Hospital R. W. Scott Construction w•rv� S' R. W. SCOTT CONSTRUCTION CO. SGeneral [;on/ra,torr i 980 CARR ROAD RF.NTON, WASHINGTON 4805S PHONE 116-4152 September 17, 1979 a Almeter G Pir,ley,Architeet.s 701 Welch (toad Suite 1126 d. Palo Alto,CA 94304 RE: Site Improvement Program Valley General Hospital Water System Changes G , e Dear Ray: a As you are aware there are xv;ral changer it, the wafer sysicis which were required ,,: ✓ by the City of Renton. The changes we are now quoting, per your rrgnc it of last week, are as follows, i Original Ouantitics: Rovised Quantities: Saw Cutting 252 L.P. 306 L.F. . 54 L.I . A $3.00 182.00 f 12" Ductile Tron Pipe 70 L.F. :27 L.F. . 57 L.F. w $30.00 1,710.00 select Pit Rur Rackfill 73 C.Y. 360 C.Y. * 267 C.Y. V $10.00 ',670.00 Asphalt Removal .`6 S.Y. 133 S.Y. , 77 S,Y, (0 $36.00 ',772.00 Asphalt Paving 56 S Y. 133 r;.Y, , 77 S.Y. 2 $10.OG 770.00 Temporary Coidaix Patching 14 Tun:i 30 'Ions 16 Tons 0 $30.00 480.00 Flagging 6 hrs. 24 hr:i. 16 hrs. Le $19.40 310.40 Shoring 4' depth 0 Lump .ium 61ln 9' depth 600.00 v Additinnal Required: 1. 161IX12" Tapping Sleeve 1,575.00 1. 12" Tapping Valve 1 ,260.00 2. 12" NJ Tcex Yt $465.00 930.00 2. 12 ' R.1 Valves 0 $790.00 3 ,5$0.00 2. 12" Gate Valve- Chambers e' $13.00 �,,600.00 2. 12,, Capes Tapped 2'' w $150.00 %W.n') 2, 'C" Blow Off Asxcmbly Yr $3F0.00 700.0ti Ccn,cret.e Block:» 5 0 $15�).00 750.00 concrete Blocks 2 0 $200.00 400.00 3 Labor for Connection 1. '--�00 TOTAL. INCREASE: 7.1,172.40 CREDITS: 1. 121*X6" Cast Iron 'Tee 190.00 ""- 1. 611 Gate Valve Assnmbly 150.00 1. 6"O.D. Tee 95.00 fi •: 2. 6" Couplings 0$40.00 JO.M 1. 12" Cate Valve At.semb",y 11110.00 .tior,1 t,pros 1. 12" Cap 00.0t.1 3. Concrete Rlocks N $160.00 450.00 Labor for Connection 465.00 / TOTAL CREDIT: t$2.Ar.WIT J NET fNCRtASF.: a p OF N�'ti. �t PJBLIC WORKS DEPA^TMENT _ WARREN C. GONNASON, P.E. ! DIRECTOR MUNICIPAL BUILDING 0 MILL AVE.SO, RENTON,WASH.9,'*Sb Sop Q•a 206 235 ?560 9�TEo SEP'I' "Y CHARLES J. DELA'JRENTI MAVOR `eptember 19, 1979 M pv Y � Valley General Hospltar +� 4001 SW 41rd Street Renton. WA 98055 ,, 2` Attention: Wiliam G. Murray r Subject: Water Prolect 5/-516 �u Dear Sirs: , r Per your request, the city has reviewed the 12" tie-in in Saringbrook and finds that th, additional coats required to make this t. e-in as designed (around t' t future 12" high pressure watormain) a'ana? be bore- in part by the City of Renton. Based on the cvsr as sul•-itte3 to the city via a letter to Almeter F. Finley, Arch., rom. R. W. Scott COT" ^t+ tdon Co. (dated September 17, 1979) for said tie-in the City Vill part- .L .;-ta•. as follows: 2 - 12" gate valy,"a @ 790.00 ea. $1.,590.00 • 2 - 12" gate valve chambers ? 1,300.00 ea. 2,500.00 ._., 57 LP of additional 12" watermain 0 30.00 ft. 1.71.0100 TOTAL CITY PARTICIPATION $5,890.00 If this meets with your approvo1. please subm't an invoice to the city, attention Ronald Olsen, for city participativ:. in, the a.foretzncioned water project. Very truly yours, WIIrre. r, Clrnason. P.I . ?ubl Lc `,orke Director, ALO:ad r }r� Lo Yya $T UF' �t PUBLIC WORKS ©EF/-' t?7v9ENT WAHF:E.N C. CONNASION, P.E. D!RECTOR MUNICIPAL OUILDING 200 MILL AWF. tO. 9ur,TON,WASfi 9cx155 ' P e "o9 1?40 sevtE` a 206 235 ,.5G9 CHARLES J. DELAURENTI , s MAYON September 19, 1979 r rr L t Y ?'Y1LL. w Valley General Ho,;.,1taT - 4001 '.:W 43rd Street Rentat:, WA 98055 a Attention: Wl11L.-Im C. Murray Subject: Water Project W-4r6 d n Dear Sirs• A :_r your reruest, the city fins reviewed the 12" tie-in 1n Sprinnbr00% ' and finds that the additional costs required to stake this t:L--J, ..a designed (around the future 12" high pressure watermain) shoula be. bnr in pars uy tG: L City of Renton. Rase . on the costs as submittad to the. city via a lette. to Almeter 6 Finley, Arch., from R. W. Scott Constru,tf.or. Co. (dated Septembe. 17, 1979) for said tie-in the city will partlelpat,: as follows: 2 17" glte valves @ 790.00 ea. S1,580.0i' .. - 12" gate valve chambers 0 1,300.00 ea. 2,600.00 57 LF of additional 12" watermain q 30.00 ft. I 1110.00 TOTAL CITY PARTICIPATION 1'5,890.m If this meets with your approval, please aubmit an £nvoie,� to tile city, attention Ronald Olsen, for city participation in the aforcme:nt.ioned water proj(- C. Very truly yours, l Wnrron C. Cnnnason, p.Y Puolic Works 1) _ector RLO:ad y 4 s' R. W. SCOTT CONSTRUCTION CO. General Contract" u) (Ahh ROAI) RENTON, WASHINGTON e)so- PHONE: 2264452 August 22,1979 City of Renton 200 Mill Ave. So. Renton,WA 98055 RE: VALLEY GENERAL HOSPITAL WATER SYSTEM ATTN: Ron Olsen Dear Ron: You are hereby authorized to make the necessary connections q� at the above referenced project. f N.W.Scott Construction will guarante- payment for the connection&. Sincerely yours, .W.Scott,pre" R.W.Scott Construction Co. RW°/sjc - a WATER OR SIM MAIll PROJP.CTS PRESENTLY UNDER CONSTRUCTION IN THE CITY OF RENTON SEVER PROJECT fl DA-I I: 9 L1417y ... WATER PROJECT M 5Ko_J WATER PROJECT TITLE L1AuzN GG/1�L sw bans st Tj�E f1,�oD S. PROJECT LOCATION DEVELOPER ADDRESS Alp PHONE EMERGENCY - PHONE CONTRACTOR ADDRESS' PHONE `�G EMERGENCYPHONE FOREMAN [� -PHONE EMERGEI.-Y / ���� PHONE Y CItY of Penton Inspector Other Inspector Ron( cxx�r/ �rlw WATER OR SEWER PAIN PRO 1',M a rx PRE.SENT L: UNDER CONSIRUL 11014 IN THE CITY OF RENTON WATER PROJECT a 516 SEDER PROJECT N_- DA]E_— 8-1 4-79 WATER PROJECT TITLE Valley General Hospital Improvements PROJECT LOCATION SW 43 rd St . $ Talbot Road S . DEVELOPER Valley General Hospital ADDRESS 400 S . 43rd St . Renton , WA PH01'E EMERGENCY PHONE CONTRACTOR R. W. Scott Construction Co. ADDRESS 9840 Carr Road Renton , WA PHONE 226-4452 EMERGENCY PHONE 641 - 1994 FOREMAN Mike Ger ! oux PHONE 226-4452 EMERGENCY PHONE 226- 1360 City of Renton Inspector Elmer Shaver Other Inspector Ron Olson City of Renton Inspector. ._.__._-.-_______. Other Insnector M (N I �' W - sib 'ry Wpt�Mt B 30 �.6n 3 30 e�a wes v zr "j- vALLCY CFAAWL0* p10SI47 ., ��rs2 W"OVA".60sArr-S t� 4T -&vOe vCa — l `d" , air-R63r MIME 61eGu x �.W . �-ar�a�sroe . zZ6-.r14F.,Z a35wer4Z S a 6 0 U . � ! ' | L 2 � Z p42 r ' . . # © . . \ . . . 77 J 1- -� �► F j i �P C T 24 ;' w�www- Mf I . T7 M ' N �40 1i a. 9 i $ .'; ^21 4r '� ►.�,r + CASCADE I . i aa I ,_.._ l' _--1_."-'='_3_'^'__..._ �I �w.. •r s a a ra..r. s.a� .r.r .� .. :a* �j, ! LOLM / i / i L/ r i If I KING i y wvvr ULii L titsW7r1Y nuts "fin 1� ,LSaPb�. _._-`.sry+ nrul+9�y f�ftZ *�'® .C�d `•.;,�r�s�.;:.• "MrM ° G � r, E SO Wp'zv! O55 } Y�• CC (� n� 1 r th It r t, 2 V V if Y H •� R II Fi Oaf ,� J pli i l9i i -f7z•'� I ek V M V Ac. m b •1 f Q�yr S 1,'4Vw44.T ` aF i5G Ti0 29 N �= /Z.o• r S FE4;T, r Cr sv��.oxec4r ,ea#u, 60$7 6 ' S^lllfi e. Wo No. /47,4•-'v N4+21N G✓ 54Vf14 .4517. ;W'fl' A1171 7-A"7- ft W-Al OF Ti/L --a lrW.*4Sr y+ c"f 56CriL•v A-, " "" 2!/.! 5 &4S7, .: !vKYi Oj .''i'.E'/.v(?P4 L' 1:a4eZ EAT: cYw Sf.�Tr XQ41) No- /47 ,oA+D 34;r/ry of.� .1•'�L UEX"W�14ls A-AU4W f : 7FGivtJ/uG 4;— AWAor w 71�E NOA-"?Y- UUiT+ COWJrct c;iuE Of VIC-pU.ka $:J, ar $A/,i 7ZW-*V. #O 4i1V A"*-'6E: rlyaaeo 3av/'ojr oC"i aVkwu ft 7D P4 SW I'l 4,wE a/' Aila oec rite/!u A p/S7A1-XAF 6e /OfS f'4fe7• r7�C.p/ S'2'4yo¢ '"E Tu n/E x43r G/ut or �i'2%vn�,LOar s'.oAD tor ui S H =L II ` rn r `t i I e � a .,. r cs• _,�_ „ is a� /' p4c=..1 SKTi ! r :: ssY 4yh INTERO F F I C E C 0 11 R E _ _' 0 N D E. N C E Date man 18, 1978 RECEIVED To: Warren C. Gonnason MAY 13 1978 FROM: Ron Olsen =&= sueJerr: Vattey Gene'uct Hospi,tat's Fine Piwte.ction Requiacment, Suggestions hon discussion with hoepitat negatddi.ng eater location - it ehoutd be understood that what is requested Awm the hospital, is an easement to go around their ptopeotq, exact tocation to be determined Pater based on hydrant toaztion. Eas ris (or the, existing watert tines; bite o4 sate ho,t setting water tines oo that they may be W.ertied to the new .loop going cwound the hespitat. The City shoutd p.wr_eed with the comprehensive plan off( this area and eonstvact the pump site on or near the 110ep.itat inetud<.nq the hvepitnt site in the new pressure zone. I woutd assume also .that we should took to con- nett to WD 58 (yar, zdditionat {yin¢ Rtows. RLO .Rr 1 \N I❑ I II I l I)1 HARPOLD& F10R1 Offk -AUBURN RENTON ❑ 011144 f IORI./R MII"At IN III IS Rapp Iu JMAUBUR%N N S"R IR DAVIDL.RARMW LOREND u)MR\ AUBL#N.R11RIN.I U4 94g1` GARYM ABOWFIA UFBRIK IH W%ti TttFI1R1\!i:IN.I^IlIN311 FIN411U may 11, 1978 FtE(;EiVt!j MAY 17197C Mr. Warren Gonnason CITY Of K" Director of Public Works Municipal Bldg. Renton, Waz::ington 98055 Re: City of Renton/Water District No. 58 f , Dear Mr. Gonnason: In the early part of this year we met and discussed ' with you and your staff the possibility of a contract mutually beneficial to the City of Renton and Water District Na. 58 that would provide for Water Distrt.c No 58 building a large service main on Petrovitaky tc a point near the Valley General Hospital. The discussion provided for an agreement where'_n Renton could tie into this main and thereby provide excellera; water, pressure for 1'.; citizens in the general area. Tt was pointed out that Water District No. 58 had more than ample water pressure and capacity to meet all residential needs, business needs and multi.—residential need.. Also, the a ct` ^ ,n ....... . was more than sufficient for fire righting. You ct.ated that you would discuss your staff and hen we would have another meeting. Pursuant to the discussion and pursuant; to the problems faced both by the City of Renton and 'v,'ater District No.. 53, it 'would appear that this arrangcircrlt could be greatly beneficial to tt =, citizens in both municipalities. Q--r commissioner;; would appreciate proceeding Witt) this matier, less tf\II City of Renton is not interested. I. would appreciate a response at your earliest convenience. Yours truly, HARP[}GD & FIuW. `,eorge Fiori, Ji k Wnter D'etrI t , .ku X I#ri Ilk PKIR t7 NI, .nt xlNp il;vnPl ,dam. 0.. I r A J' �. t:pr�MlAxIppHB � � � t� 2 leo Pownee.P.aardtlnl { I Mp0,A T M*rd.ICX.VIC&PIOSIdeM iNOrPt11 K.It"co,w AM_M N Se MIAII e .0"t Frno R SC,0"° "° T. VALLEY GENERAL HOSPITAL [1 M, f Mu.gy c60 43rd Street, Renton.Washington 98955> 228 1450 r Abi.,gnl Adm+nlcbafP.' ' [ A�� l 1 0,�m9 k PODO 011w11.OP M.", May 11, 1978 Ge+qO A M41 M-,M 0 RECEIVED C?Ay 1 '. artrOPNSNtma rulMIC womcs '. Mr. W"trer. C. Gunnason, P.E. Public Works Director Public Works Department Municipal Building 200 Mill Avenue South Renton, Washington 98055 Dear Mr. Gonnason: Thank you for attending the May 4, 1978, Board of Commissioners' meeting. Your presentation was appreciated and well received by all members present. The Board of Commissioners requested that the hospital's fire pro- tection requirements be investigated. To accomplish this we would like to request your assistance. It Is imperative, prior to grant- ing any easement, chat we have specific information on the placement of water lines, the effect of the Burlington Northern Development on the hospital, alternat yes to the recommended system, and the timing for system imple> 3tion, to name a few. I previously gave Mr. Ron Olsen a site P1 of the existing and future buildings for your use. Mr. Ray Alms ter, Hospital Architect, will be in Seattle on May 18, 1978. At that time we would like to arrange a meeting with your staff to review the information you havr compiled. Please contact q me at 228-3450, x619, to arrange a time. Again, thank you for your time aid assistaaoe. Sincerely, Lari Ward Hospital Plauncr LW:ev cc: Mr. Wm. E. Murray, Administrator Mr. Virgil-virdin. Director of Pignt OperMT'Ons I�r�slti ,ti. Mr. Aay Almecer, rchirect - F. � M= 1 • ll \ l l tt, I I1 I_ 'y n Page 2 This Atudy indicates that there ehuuPd be a neul pnesewe zone created in yow area via a tisttea boostea pump station to be located in un along the seutit nr southweofe_nty portion oA the hoapitat propert It iA at6o indicated that the ho6pitat pnopt,tty uutt be inctuded in this Juylt pnesawe. �y g ' q;u zone and that a wain shoutd be titd through yours property ti the northea6t connect on Tatbot Road. It Ahoutd at6o be noted that yours pnopenty uus not analyzed by itsetA and A it6 6ize and pos6ibte Suture Aire protection Y' pnnbabty sJwutd be b¢cause n In do.6ing I uautd a6k the Vatteg Oeneral Hospital to considers gratnting the , City o{Jr Renton pawanent easemertl s Aoa a booster pwnp station and Au,'ure o nap :oaten main through through the kospitat Ai.te, the tocat otas to be based on your Auture p&zns o6 the hoApiW site, development. s 16 you have any questions on the above, piea6e contact tJti.s ,Anice. «G VPhy .tnulfy yours. Wanaett l'. C�nrlason, P.E. ,Y Pubi'ic works Dinoet,rr I H, rrzrd Ol'6au .y4 If - Ili<t'ifies Engi.rteening ' . S RLD:I."p cc: Fi.ae .^hieA ' Pfanning Dept. OF PUBLIC WORKS DEPARTMENT O ENGINEERING DIVISION 235 -2631 MUNICIPAL BUILDING Xla MILL AVE SO RENTON.WASH 9MS P4 b Oq # 4rEO SE nSE* r»ARLESJ DELAURENTI A1.-�i.t 11, 1978 MAYOR Vatley ("metal Hospital 400 S. 434d St. Rent:n, WA 98055 Attention: Mrs. La.ti Ward, HosµUat Ptannet Dean Mts. Wand: It has come to my attention that the h16pZW ie presentty planning an expansion aA its Aaeieities. a cum ony naview 06 your existing 6vLe protection system, based on today's tequitemena, binds your system inadequate with tegand to capacity and coverage. It might be noted that based on present catcutations 3150 gafta/w pert minute (GPM) nine 61aw is requited bon your existing 6aciti.ty. The existing water system in the area can supply appraximatety 2250 gT". At this time eatrutations have not been made on what additiunai nine 6ioum Witt be tequited Aar your proposed expansion iut 1 am sure additional 6itc Alow ptutection will be required. PA,:sentty .there ate two Jar-tou that e66ect'the water suppty to yoar 6acittty. V.ese ate the devetopment o6 the SuAti.ngton No-.tthenn's prope':ty "teat VA yout hospitat site and north of SW 43Pui St. as welt as u Compte- hensive Water System Study o6 the south Talbot area presently taking place by the City. The consu.iting engi.;,eet Aar both v6 these ptojectA is Gan.dnet Engineerb. The sizis,., o6 the water mains in the ISIti ington Notthern Pevetopment "Iiit have a d,,::eet e.6Aect on the amount oA uttm that wilt be avaitabte to the hospital Got hire ptateetion. The instaltativn v6 these ttansmission Linea • one acheduted jut this summer so .;t woutd be in the hospitat'.s best intme.6t to estab&4h the tong range Lt. 6utune aster and Eire ptoteation requirements Aon the hospital site as soon as possible so that the adequacy 06 these new water tines 46 assorted. The second 6actor that e6Aect6 the 6utune o6 the eaten auppiy in the hospital area is the comprehensive water system stady u6 the south Tatbot Hitt area which is presently being campteted. SUBJP..CT: Application No. Action Name: Please review the attacDed. Review requested by (date): REVIEW BY OTHER CITY DEPARTMENT 4 Signature of Director or Authorize� ectve Date REVIEW BY OTHER CITY DEPARTML;ris: Department: '�`//�% /r,'14//,: f2� It i C -r Aut n,n,- i Signature of DLreccor �r AuthorL d Represnntntive Date (Over) yl f� f rt i. KA[,ARU IDI.NTIfICATI' :NF'(IRMAIIDN NAMI VA,4,41y 6YA.2*0Z U-B,C. CLASS OF BUILD J AIA*11,1, //OCi SO• 3 ^✓ 1 y I kI MANAGLMEN! AREA lY�f 2. DDLT.ERQMINE TYvE OF CO""TRUCTION - CLASS (CIRCLE ONE): IV Ill V RE5(S TVE NON-COMBUSTIBLE ORO1NAkY WOOD FRAME MIXED (Note: If "Mixed", see Special Instraction. for Area and Basic Fire Flow) s. DETERMINE AREA: GROUND FLOOR AREr;: 2 7�Qoaft NUMBER OF STORIES: x t(ITAL BUILDING AW , LGft2(A 4. ULIIkMINL 8A51C FIRI IIUN IROM IAUII Ni, U',Illr, AWA (A); -fjQaO GI'M (U i S. DETERMINE OCCUPANCY FACTOR ADJUSTMENT: ADJUSTMENT: ItZ-57L GPM (C If law Naxard, wbt, .rt up t0lhx ur (B); 1f Ihyh Itarerd, Add up to 25% 0f (L'). a 6. COMPUTE SUN-TOTAL (BoC): ._ ... .._� GPM (If B+C Is less than 5OU GYM, insert 5UO GPM) a C' 7. (hrERMINT SPkINKtIR ADJUSTMENT: ADJUSTMENT: Jam( GPM (E Iif' comp►etely sprinklured, subtract up to 6ol of (U); if light iiaza is and fire resistive or non-cumbustible Lenstructton. ,ubtract up to ]5 , (D). l B, bLrtkMINE EXPOSURE AUJUSIMINT: H16N Atli ///T=4/!U 1 0 I?O jyJ %Mt`Vi Using the table at left as a guide, t.iter the ,epdration and dgjustment foi each of the "four faces" o' the building ill the table at the right: SEPARATION MAX. ADJUSTMENT IXPOSURE SEPARATION ACT. ADJUSTMENT - 10 25:. max. North p Add I1 - 30 20: max. la�,t 31 Add - 60 15. nwx. Suutlr Add " 61 - 100 IO rxax, We,t Add 101 - IhU 5,. nwx. IotaI , of Adjustment ISO or 4-hi wall 02, max. (nut to exceed 75%) (Total adjustment times (0)) ADJUSTMENT; GPM (F) 9. DETERMINE ROOF COVERING ADJUSTMENT: (if 0000 shingle roof Covert 1, add WO GPM) ADJUSTMENT: GYM (GI 10, COMPUTE ESTIMATLU FIRE FLOW RLQUIRkLi (If O#E+F+G is Ipss than SOO rSPM, insert 500 GPM.) ('' tF.G is greater than 12,000 GPM, insert 17,000 GPM. ) (- I (D+L*T+G) RLQrrkiU FIK FLOW: s��7SQ GpM 11. S1FiNE0:_ DATE: ff f" , ii ' II J Oil PORI, , I oft „ 1 "Pox LL • It �`,i�'r, •, �� _'_l � � . , a � n� �: ♦. . ,yam -�� }�,.: 7791Hxi