Loading...
HomeMy WebLinkAboutWTR2700821I 'o I BEGINNING lot /all FILE TITLE % �/ 'lei cv, t^ r«i)yaG■erMo ra acpmtr f.lw n• PADW Bob"TMIa bwuu 40100/) ..aw,weoov vtu oovw.ow L e F%W for Racord at Repueet of V - •� CD Y r. Q, p r1 .-� n. ,•�rl7 1 , 1)1,06 a09u9 A T�UD Mr. Al ntullrell �F art D F s.Do i15NSL w1•w5.00 ft WA _ i'd tR SIP,. u1L. 11i iaLL1 AYE.S0. BILL OF SALE m ANOW ALL MEN BY THESE PRESENTS. 1hal the Washington Jockey Club toua I of Renton COQ y ti King .State of Waah,npon,the par y of file lint part O la and in eonuderatga of the lum of one and no/100--------------------------------- Dollar, ONul movie)of the Vatted States at Anerr.ca,to Washington .,ao bond paid by the City of Renton (00 tie put y el the wood pan, the rrtnpt vbenol u bereb, aclnovledeed, d•� a by thew pr, a on grant barauo, eto tart: deb,er unto the aid pan y of the rwnd +art,the lull." deurted {vrmnxl prgxn) qow, lorared at the Longacres barn Area between SW 27ti1 Street and Sir' l(ith Street all the City al Renton .County of King lied State of Washington, to-wit u #G21 ADproxinmtely 3,440 L.F. of 12-inch ductile iron pipe, and 10 sets of fire hydrant assemblies, and seven assemblies of 12-Inch gate valves, and 12 assemblies of 8-inch gate valves, and all appurtenances pertaining to said waterreat», expressly warrant- ing Said watorruin against any expenses, costs or liens hereto inurred thereon by. through or under seller herein. TO RAVE AND 10 11011) Lbe tame to the mud pat y of •v aeond paa. its bents executors admtnetnton tad amteu, louver And mid pan y of L lira part lot its bars, eaeevton, adn.inuuatura, cnvem•G1 s and agrm S w and nab the muf per, y of the second pa,t. its narulwa, admmarraton and as pm, Wt rid pan y at the I'm pert IS the owner or the rid property,laud, and chattel, and ha S guod nabs ad full audionty to wit the rme and that it viol warrant and defend the rate heteby nude unto the rid part y of the wired part, its a¢uton, afm iristraon and &mend, alatnsr all and every person w prraans, vbunuoeyer, lovluby claming or to claim tie same, IN WITNESS WHEREOF,The rid pan y' of the drat pen ha s beveunto art its hand tied wall tic 7th day of January, 1986. - ��.,..�.c- ---- -- ilia•,) -- —._..-- -- - ----leas.) STATE OF VCASHiNGTON, wart) M Cmaty of k l ry.. Ile tale day pertnoab, rt rp ord tvtae err t to aw k.,uva to w the iodmd AJ dmi,,,tvd b wad rim"vied the vltiln aM targouy rut,dgwn, aid atl,nuekgwt tut agoed We same Is r*=.vc 'Iree and voluntary act tad deed for the taw a«!lurliraa,tba.w arobmed QIVI N taller a Wail and aRerat mW tW t r L ywt WO■YLMp toe■COSIe 1 ttJ Firer No"Tft at�ca"m wee-ryrq,trry m-IeW11 Ftied for Raved at Raewet of TO BILL OF SALE 2 [NON ALL NF.N BY MUIE PRFaE\n That the Washington Jockey Club W Renton 0 County of King Sume of R'uhupon,W pan N tat ant pan U to, ad m cmudentm of the rum of one and no/lib------ ---------------y--------- 5 uwlul m.. ul lis Uwted Seta of Amuw,to bard b Del Washington �463� y the city of Renton the pats y of the rand put, the wept w►ueol u busby whamm ledged, 6r by tbae ptweau aryl bang",a10 Y.d deliver u to the mod pan y of the rand pan, Jul folbay d\rrLed Personal Praptrty aow O hsetsd al the longacret barn area between SW 27th Street and SW 16th Street is the City of Renton r Comity of King and Stout of N'rhutatan 10-wnt W ft'"I Approximately 3,440 L.V. of 12-inch ductile iron pipe, and 10 sets of fire hydrant Assamblies, and seven assemblies of 12-inch gate valves, and 12 assemblies of 8-inch gate valves, and all appurterances pertaining to said waterttin, expressly warrant- ing said watermain against any expenses, costs or liens hereto Incurred thereon by, through or under seller herein, TO HAVE AND TO HOLD �, same to the Lad par, y of the rand -,n, its ban. aauwn Wmmotmw> ad aaugna fore I. Aid mud pan y of L ant pan. is its bem. etrmlton, adanutnton,carrot a and sane s to Lod math the said Pan y of Ur sanmd Pan. Its wscutrs, admuwtnton and a mpe. tht sd pan y of the ant put is the 'moon of the rid pr4mony,load, ad chuub Lail ba S good natty Lill tuil Lulhonly to rB the roe. Lad 'iat it will watnot ad defmd the ak busby male at* tb< aad pan y of the road pmn, its \scow", adrma—more Lod argu. aqua am sad Ivry Porsom or Pormaa, wiorrewr.io+luily dummg or 1. dote,the sae, IN W IT\ESS WHEREOF.Tits aid;an y of the am pan so l berrar the its bud W awl lbw 7th day at January, 1981j. . k �j (tail lam•) afu) STATE OF N'ASHIAICTON. l y County of 1 A thu elan seminallyuem yndw�boors at f1F^rS'4'*yFaa tea; to ee buown w ht the udnldu►1 ed the m ud wYe A1eeY� W (M8eq t Ord acha,wlayed tut - maaad the sae u ,,,.m(�-�.. a\a vulueurY ut W tlwd to the may sail Mmpm\s taamin ummua.ed CIV1W OWN 24 bull MAe1cW awl test `7. .�'.iy � s ii uta,u ea-ot ue aio9to a �11 fall PECD F 111,6d tasHs.� av•L3.LlCi UTILTIES EASEMENT Sg THIS INSTRUHENI, made this 7lh day if January, 1986; by and between THE Ld4DADACRES, INC. a Washington Corporation, hereinafter called "Grartor", and the CITY OF RENTOR, a Municipal Corporation of King County, Washington, herein,ifter called "Grantee' . WIINFSSf TH: That said Grantor, for and in cnrisideration of the sum of SO.00 paid by urantee, and other valuable consideration, does by these presents, grant. Q bargain, sell , convey, and warrant unto the said Grantee, its successsors and assigns, an easement for public utilities ( including water and sewer) with necessary appurtenances over, through, across, and upon the following i described property in King County, Washington, most particularly described as follows - See Exhibit A Attached Together with a temporary construction easement described as: Sep Exhibit 8 attached Said temporary construction easement shall remain in force during construction and until such time as the utilities and appurtenances have been accopted for the, operation and maintenance by the Grantee but not later than January 7, 114M. Said herptnfore mentioned Grantee, its successors or assigns, shall have the right , without prior notice or proceeding at law, at such times as may hp necessary to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering, or reconstructing sail utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering, or reconstruction of said utilities shall he accomplished in such a manner that the private improvements existing in the rigtrt(sl-of-way shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy the aforedescribed premises, including the right to use the surface of said rtght-of-way if such use does not interfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over, uner, or across the right-of-way during the existence of such utilities. This easement, shall be a :ovenant running with the land and shall be binding on the Grantor, his successors, heirs, and assigns. Grantors covenant that they are the lawful owners of the above properties and that hey h Vey good a lawful right W execute this agreement. / L` 4 • 4'rl. l end PrIANkant tD eras, Inc.l and and i iffy i dR nt.CDRD AT k=9 CORPORATE FORM- STAY( OF SS COUNTY OF JL 1 1 On this day of 19�> heforq me, the undersigned. a—Rotary 3ut is n an or t e-mate of WW dduuul cuamissionee and sworn persdn�Y +Ppe -rld /l• `-�� J�"t0 be known t0 �._-L�h! . nd respectively,' of' .f'��.•...w... r<.i.N -r<v•� the coroor TU that executed the foregoing-instrument, ackKowle ed the said instrument to he the free and voluntary act and deed of said corporation, for. the uses and purposes therain mentioned, and an oath stated that . P-- is authorized to execute the said instrument and that the Seal afT xe�d is the corporate seal of said corporation. WSIYESS my hand and official seal hereto affixed toe day and year in thi; certificate above written, 1 ¢, o ary ublic in and for t o - ate c• of Washington, residing is-a; �7 W i or M 35"E 10,00 S r 53 25"IN 20.00 E._ S r 3e- 07-E 35 �.. y�� 3;-_r 10.0@ ` //� POWT OF BEGI MMMI{1PEpMAME N7 EASEMENT) / S 67 2t ST W 5.00 / I /,220.7 MORE ON LESS: w OF E LIME OF w HALF OF III or2t' ST E ��/ i .. J 25-23-4 _Sol 5J 25"w e7 72 5 Cr 5J 25"w 112 .00 f i J or E S7.61 u1 2 <I� ' SVE 20.00 5r3 Sr ES 01-w . z E�g7,61S7 or ' =4r , _ �,t, _ 11 Mal 53 25- E 106S-b M 3 O Nr36 PERMANENT EASEMENT(SHADED) j N TEMPORARY EASEMENT(UNSHADED) o• 6r w n. 3o a oi-c—• M S r a 01" 82.116 NOTE N 4r K 01"E 65.17 pM/ENSIDNitIG IS CONTINUOUS THROUGH MO TCHUNES AND DESIGNATED MORE THAN ONCE IN SOME CASES pDw{Oi SEOMMMG[TEMPDgARY EASEMENT] 2�0-7 YORE OR LE85:w Ur c uNE OF W HAIF OF 25434 nor 36"St'E 19.W -Z EASEMENT DIAGRAM SHEET 1 OF 7 MTS r�E;;gni :98 s a sa as w or a.00 s m w 20 0o a o sa 2s w io.00 X-E 4"04 %/ S ss os is E ,00- -w 7.0p. Po @r 06 %-w 6-00 ( S es'Os WE 6.00_ / / S 0'53 25-w 20.00 s��Y o' 2' ?5'W t M.00 0 v s� 2s'w ,ne o0 0-Ss -w//a.eo s s 0'u 2!w 5 P S?' 25-w /2"QO' 1 Y \ b a 5P45 a• w + u r S 0' 53 25-W 1066.23 !� N Cr 53 25-E 1065.as \� PERMANENT EASEMENT(SHADED) TEMPORARY EASEMENT?UNSHADED) , M NOTE. DIMENSIONING IS CONTNIUOVS THROUGH MATCHUNES AMD DESIGNATED MORE THAN ONCE W SOME CASES. EASEMENT DIAGRAM SHEET 2 OF 7 Nrs 01609010% N W 66 3Y w 600" DESK MT a IDIMT-r-1 25'W 20 00 N�Y 06- 2y w 7.. 4 �7.53 .25-W;o,oe,' S9'iD2f�'M �¢ \ _S_W 06 ii"E 7-06 �El�4�i 6.0o S or 06 W E 7.00" S D'53 2S"IN 140"00 " W 11 T S 0'53 25" W t 1 S 00 7 25"W 96 92 u o IJF�t r W Z u S 0.53 2S-IN1066.23 $ ILI M?SJ 25"E 1065 M / j N 69�6 �E PERMANENT EASEMENT(SHADEDI 2S E 25.00 / TEMPORARY EASEMENT(UNSHADED) Mir-0 W 10A0 j�1 IEI M / 1 Iwl N 0'SI 25"E1� NOTE DWENSIONWG IS CONTINUOUS THROUGH MATCHLINES AND DESIGNATED MORE Z-- -- THAN ONCE IN SOME CASES EASEMENT DIAGRAM SHEET 3 OF 7 NTS �sr1AtAT�POMi-r'. { �,TEMPOItApr EASELEMT 101 u � It to00 4Y S s_!'SS WE 1000 �.W_ib.-Sl���- if'IN s l•o. ems"w m.00 � `, 8 war ss 4s�.w_ 109,9 Nam_�_�s-w so-oo `\ b y •. 1'04 /S" w 82 0C S 1'04 t 5" W 86.00 W •i �� PERMANENT EASEMENT(SMADEfl) +r �i �1 Nt'08 t5' E 11SS1 6 NOTE _ ({RtSNADEDI OOMNgpwING IS CONTINUOUS THROUGH TEMPORARY EASEMENT MATCNEINES AND DESIGNATED MORE THAN ONCE IN SOME CASES r EASEMENT DIAGRAM SHEET 4 OF 7 offs - --- _— srw ,swtas.ro 1 M•55 45 E 1040 r 04 s5 w xo ao.� --- -w. _ S ar ss_��_w 19.D4, \ N M'55 45' W 19' % s t a is w IOEm , r tr w tzt.ao s r Da Is-w w9.00 W z PERMANENT EAR(SHADED) M I'D S- tt'3a �+ z s,'a t5'_w _ — . —S_1_ —1w1_ Is N1'M 1S'E 1t55 t2 L' � TEMPORARY EASEMENT (UNSHADED) MOTE. COMEMSIDE/NO IS CONTINUOUS T HROUGH MATCHLANS AND DESIGNATED MORE THAN ONCE IN SOME CASES. EASEMENT DIAGRAM SHEET 5 OF 7 NTS O P 1 _ I/ R, - • 1 2f A0_ f N w 55 Is-w 10.00 9 1'04 IS-w 20.00\ g TY 24 w $1.0+ •s-w 20.00 it 9 "O4 1S•w 1211 s 0r 55 45-E o `Z-+ / -♦ "w woo 1 i \ 'i 00'55 K`�_ 4 N172.11 (*{.?S N _ 1 S r 04 15' W 1— 00 54 16, , �� r 1-w 1s-w ,>9.00- r a 15" w 175.00 � OEFWANENT EASEMENT(SHADED) v — __ IS-E n55.tt p N1• 1 w � N 1'O4 15'E 179.57 N 1.04 / ' E21.M ` -TErONIWr EASEMENT(UNSHADED) N 7T 24 57 E 7.35' a m NOTE. DIMENSIONING IS CONTINUOUS THROUGH EASEMENT DIAGRAM MATCHLINES AND DESIGNATED MORE THAN ONCE IN SOME CASES. SHEET 6 OF 7 NTS MArcNu►rE c N r rw f r s r ss o3 "A;-- PERMANENT � H N PERMANENT EASEMENT (SHADED)_. F' E • iO 0 0 _ 5 inZ = N • ry \ ra +sw221.20 r 51`W 15 W 775.00 ] N • W Y +•M' Vr 1162.7S N 1.Of W E 250 25 = _ J MA7CMLINE G M r a +r E M M'S5 45,w 7,00�' TEMPORARY EASEMENT(UNSHADED) // lSi IEi - Nil 55 45 W 7 00__ PERMANENT EASEMENT(SHADED- TEMPORARY EASE MENf (UNSHADED) � NOTE DIMENSIONING IS CONTINUOUS THROUGH EASEMENT DIAGRAM MATCHUNES AND DESIGNATED MORE THAN ONCE IN SOME CASES SHEET 7 OF 7 �p [� NTS u l&RD 1099 uza.lt ItUa11 UTiLTIES EASEMENT THIS INSTRUMENT, made this 7th day of January, 1986; by and between THE bRQADACRES, INC. i Washington Corporation, hereinafter called "Grantor", and the CITY 0, RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee". t� WITNESSETH; Z That said Grantor, for and in consideration of the sum of $0.00 paid by Grantee, and other valuable consideration, does by these presents, grant, bargain, sell , convey, and warrant unto the said Grantee, its successsors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across, and upon the following described property in King County, Washin,ton, most particularly described as folloWS7 See Exhibit A Attached Together with a temporary construction easement described as: See Exhibit 8 Attached .aid temporary construction easement shall remain ;n force during construction and until such time as the utilities and appurtenances have been accepted for the operation and maintenance by the Grantee but not later than January 7, 1986. Said heretofore mentioned Grantee, its successors or assigns, shall have the right, without prior notice or proceed Ing at law, at such times as may he necessary to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering, or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering, or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the rights)-of-way shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the u;antee. The Grantor shall fully use and enjoy the aforedescribed premises, including the right to use the surface of said right-of-way if such use does not Interfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over, uner, or across the right-of-way during the existence of such utilities. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs, and assigns. Grantors Covenant that they are the lawful Owners of the ahove properties and that Key h a good OfA lawful rightt execute this agreement. IX , a'' and 7-7— (��czioe, and and CORPORATE FORM' STATE OF �yE� 1� SS COUNTY OF On thisLt. day) a4 • •«i-�• 19� beforS. .ne, the undersignea, a Notary Public a an or �.$ ate of W 1 dul commissioned and sworn persdnally appe red ! '•`-+' d to be known to D"e - . - nd respectively,' of• ,1'��„<.�..�s�.�c.u.e _. the corporation the executed the foregoing instrument, an'd—ackKiowledged the said instrument to be tee free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and an oath stated that is authorized to execute the said n<trument and that the seal of x s the corporate seal of said corporat . . WITNESS my hand and official seal hereto affixed the aay and year in this certificate above written, ary Public in and for t e,state 191 Washington, residing-*s-t� 35' GAO, O 53' 2S'W _20.00'_. S r 39 ore 35—� Po r..�5W o'1cA �QF BEG-00�lt QAPEEMANE_11T.fA�EMFN_]T. S er 21' sr w s. r—T�- /220.7• MORE OR w „:.00- LESS; W OF E LINE OF W HALF OF N!7'21' ST E 2s-23J 5:—� s 0's -w!l s C. "n- t W Jii yWj 0T E 57 5, 3 ' sr E 20A0' 57' s (N) E)57.51 —S', 1 g r S T - ��' I 1 N 0'S3- 25-E 1065.Y' 23 p� — Nr 3603' 'PERMANENT EASEMENT(SHADED) \ TEMPORARY EASEMENT(UNSHADED) 5 S 0'ES' NOTE N 0'45' of-E 95.,7 DOME`,SIONING IS CONTINUOUS THROUGH MATCHLINES AND DESIGNATED MORE THAN ONCE IN SOME CASES- BEGMMINNE E P RARY EA E NIN-71- 2s0 T MORE 25-23-4 N M35"srE 10.—ow -Z EASEMENT DIAGRAM SHEET 1 OF 7 HIS S V S3' 23•W 20 00' S0'sr 2 "w 4204. -1 .a �•w'�..00 / 1 / N e7 0 �Ts•w 7 ao. sff as' as E -�' s(r sr n w 2e.00' (I S 0'53, xS•w 140. • a •W +0l. 0'5- 2 'W 113,00' srsr :s = S Cr 53' 2r W v -� 1+2.00' a S O•�S' 0'w g r � � � g s o•sr n•w +oes xr S '¢ N 0'S3" 25"E 1065.M S_ _p§ 35•_E 1000- PERMANENT EASEMENT(SHADED( TEMPORARY EASEMENT(UNSY.ADED( NOTE DIMENSIONING IS CONTINUOUS THROUGH MATCHLINES ANO DESIGNATEO MORE THAN ONCE IN SOME CASES. EASEMENT DIAGRAM SHEET 2 OF 7 NTS --------------- lior 00' )Y'W 7.00' Her �- DES�NAT a 0�cv�z -W Z6. S?53 25'W20.00' N4$'44 IV_W_T00' 0'S ' s'W 20.00' � ----�-�� S w nc' 95'E 6.0W S 65'06' 35'E 7.00' •� �, 3 -E M,\. i5 W11700 �• � � \ � 2 `( -*-Or S) 15'W 9692' 1 1�1 " I t 7 00 S O'S7 25" W I15.00' S O'S)' 2�WIa000 —+ m S O'16' 0/ W' �►�$� -- '— ------- g s r sa' 25-w /o66.23 8 N 0'53 ZS'E 1065.Z6' N Y►'0�' 2;1_E.1 PERMANENT EASEMENT(SHADED) 257 E 25.00' TEMPORARY EASEMENT(UNSHADED) .w 1000" (E) N 0'S)' 25'E 5 W ( — (w) E 19, NOTE: DIMENSIONING IS CONTINUOUS TFMOUGN MATCHLINES AND DESIGNATED MORE E-Z----��� THAN ONCE IN SOME CASES EASEMENT DIAGRAM SHEET 3 OF 7 NTS VESiGNA NT• - IM 41 TEMPORARY EASEMENT(Ut#SNADEO) u •c•w SB6" 749" TE --EASEMENT —�—Z-- 10 � S1.Ot" IS-W SE!'5415"E r 'o S I,0t 1� • N sr Ss�0° \ �s•tr w / W 1o.or 4y \\ s r w" IS-w n/nA• e .yam 1• • 1 s w ax.00• s r 1 -w � PFR WEMT EASUMIT(SHAOEOI _ IO Y OY 1!E t,�l's• lv iJ�'J N/•Ot' tr E 59-2- '�� •�• 1c•w e.es' NOTE. OUGH TEMPORARY EASEMENT(UNSHADED) MATCH IONS IS CONTINUOUS TO MORE YATCNIIHES AND DE$1ONATEO MORE THAN ONCE IN SOME CASES. EASEMENT DIAGRAM SHEET 4 OF 7 NTS S T Oa 15'W Belly t• 1 W,2A00' N 1C'5�--�S W 10.00' sra t •W .00" t„M. i .w?O.W" S t•0a 15-W See•ss aS W ' N er ss_ As- to.oa s" as E ,o. '1 � s a -w 1 \ / ` Nee•ss' as W to. ` S T-Oa- IS-W 12,.00. S ,•Oa is'W 179.Oe" . PERMANENT EASEMENT(SHADED/ S t•0/ 15•W TEMPORARY EASEMENT(UNSHADED) NOTE. DIMENSIONING IS CONTINUOUS THROUGH MATCHLINES AND DESIGNATED MORE THAN ONCE IN SOME CASES EASEMENT DIAGRAM SHEET 5 OF 7 NTS m o� z S) (M) a er ss tr w +D.00 $ +•IN. Is-w 10.00" s 7r I4_7r w Lit Sy0t is,wzo.00 s + Ot }SIL . - `; S es•55 45-E 10-00" /N TY ZI' )Y E 7.76' ![ Wr ra Is w +1s.00' � = PERMANENT EASEMENT(SHADED) y _ SN •J I .t - f� t r N1'M IS <i N 1'Wts'E 31.Y" "--TEMPORARY EASEMENT(UNSHADED) � N 77 24 7r E 7.35" NOTE. —--- DIMENSIONING IS CONTINUOUS THROUGH EASEMENT DIAGRAM MATCHIINES AND DESIGNATED MORE THAN ONCE IN SOME CASES. SHEET_6 OF 7 NTS j MATCHLINE G _ I N T T N N W ^ N ^ W3 va N N Q a PERMANENT EASEMENT (SHADED),., a n r 5 ff 55_4 M 3 S 1.01 I S-W Z21 20 * e rr, S I•w 7 15'W ,75.00 I a W tTtE) 1f2.7S N 1'04 15'E 1 MATCHLINE G 175.57' TEMPORARY EASEMENT (UNSHADED) W 7.00' M M'S5 W 7.00 TEMPORARY EASEMENT IUNSHADED) PERMANENT EASEMENT(SHADEOI NOTE DIMENSIONING 15 CONTINUOUS THROUGH EASEMENT DIAGRAM MATCHLINES AND DESIGNATED MORE _ THAN ONCE IN SOME CASES. SHEET 7 OF 7 NTS ' 1 1 AWARDED TO I 1 1 BID PROPOSAL AND SPECIFICATIONS 1 1 � � i LONGACRES 12" 1 TRANSMISSION PIPELINE 1 1 1 1 LONGACRES Elm,["Q6m.*.lGw j 1 P O BOA AO NIO MARKE 7 ST. ' RENTON,WA 96057 KIRKLANU.W 1 M033 VI 1 i C04TACT. BILL TAVLOR =ONTACT RICK hARdERT 2263131 FRANK POST LEWAtTE 927 6400 453-02A1 1 � LONGACRES ' 12-;4CH TRANSMISSION PIPELINE BID PROPOSAL AND SPECIFICATIONS ' INDEX TITLE PAGF i NDEK SCOPE OF WORK LOCATION MAP CALL FOR BIDS INSTRUCTIONS TO BIDDERS EXHIBIT A - PROPOSAL EXHIBIT B - SCHEDULE OF PRICES EXHIBIT C - CONTRACT AGREEMFNT EXHIBIT D - PERFIRMANCE BOND EXHIBIT E - CERT FiGATE OF iNSJRANCE EXHIBIT F - AFFIDAVIT OF WAGES PAiO EXHIBIT G - CONTRACTOR'S RELEASE ' ENVIRONMENTAL REGULVION LISTING. SPECIAL PROVISIONS TECHNICAL PROVISIONS STANDARD DRAWINGS PROJECT PLANS 1 1 1 LONGACRES ' 12" TRANSMISSION PIPELINE SCOPF OF WORK THIS PROJECT IS THE FIRST PHASE OF WATER SYSTEM IMPROVEMENTS TO INCREASE THE FIRE PROTECTION IN THE LONGACRES BARN AREA. THE WORK INVOLVED TINDER THE TERMS OF THIS CONTPACT CONSISTS OF THE CONSTRUCTION OF APPROXIMATELY 3,440 LINEAL FEET OF IZ-INCH DIAMETER, CLASS S2 DUCTILE IRON POLYETHELENE PLASTIC WRAPPED WATERMAIN 61TH ALL APPURTENANCES AS SHOWN ON THE PLANS, THE NORTH END OF THE PROJECT TERMINATES AT THE CONNECTION TO AN EXISTING 12-I4CH WATERMAIN AT S.W. 16TH STREET. THE SOUTH END TERMINATES AT THE CONNECTION TO AN EXISTING 12-INCH TEE OPPOSITE THE WASHINGTON HORSE BREEDERS BARN. ADDITIONALLY, 3,440 LINEAI FEET OF TWO EACH, 3-INCH DIAMETER CONDUITS, ONE FOR POWER AND THE ' SECOND FOR COMMUNICATIONS, SHALL BE PROVIDED. THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, EXCAVATION, RACKFILL AND COMPACTION, INSTALLATION OF THE WATERMAIN, FITTINGS, VALVE ASSEMBLIES, ' MFTFR ASSEMBLIES. EXISTING WATER SYSTEM CONNECTIONS, FIRE HYDRANT ASSEMBLIES, AIR-VACUUM ASSEMBLIES, POWER AND COMMUNICATIONS CONDUIT, AND COMPLETE RESTORATION OF ALL IMPROVED AND UNIMPROVED AREAS. ' R-STORATION, REPLACEMENT AND REPAIR OF THE EXISTING STORM WATER COLLECTION CVSIEM WILL RE RY OTHERS. 1 !FLOILOCATION MAP ` t Iwo . 1...: "•: N laN- / 1 LAP Mw sou.N.aNr \ s KENNY l�! AIOY i CreeA.i -: i p ns IAINIEI COItY+N rpxs " ..-.'�S"-:. j a..•t° no ' 3 ARM All b' INfl 1 a 1� 1 YAM d 4 � � � a ie..• . W>I{ _ H F i t1. i S�IIMAf 1 IM -K♦ r-^i:�+;. � A ' e 1.-1 . . FtnntM� ♦ � ' � Nis T KWI 1 � �w� p�_A. E OH " 4 „yi Z b Qr+t j f py PROJECT LOCATION ' KEN NTSV 1 I 3 aL LONG.CR€S 12-INCH TRANSMISSION PIPELINE CALL FOR RIDS 1 SEALED BIDS WILL RE RECEIVED UNTIL 2�3O P.M., AUGUS- 28. 19P', AT LONGAC RES ADMINISTRATIVE OFFICE, ATTENTION MR. °ILL TAYLOR. THE ONSITE WORK TO RE PrRFl1RME0 UNDER THIS CONTRACT SHALL COMMENCE NO ' EARLIER THAN OCTOBER 14, 1985, AND SHALL BE COMPLETED PRIOR TO NOVEMBER 29, 1985. AND SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: ' COMPLETE CONSTRUCTION OF LONGACRES 12-INCH TRANSMISSION 3,440 LF OF 12-INCH DIAMETER CL4SS 52 DUCTILE IRON PIPE FOR A WATER TRANSMISSION PIPELINE INCLUDING ALL APPURTENANCES, AND ' 3,440 LF OF TWO 3-INCH CONDUITS (POWER AND COMMUNICATIONS, 6.800 LF TOTAL). tLONGACRES RESERVES THE RIGHT TO REJECT ANY AND/OR ALL RIDS AND TO WAIVE ANY AND/OR ALL !NFORMALITTES. 1 1 i 1 LONGACRES 12—INCH TRANSMISSION PIPELINE i NSTRJC7IONS TO BIDDERS i1. BIDS FOR THIS PROPOSAL WILL BE RECEIVED BY LONGACRES AT THE i LONGACRES ADMINISTRATIVE OFFICE, IN71L 2:30 P.M., ON AUGUST 28, 1995. AT THIS ''ME THE BIDS WILL BE CONSIDERED AND THE AWARD MADE AS EARLY AS PRA- iCABLE. ND PROPOSAL MAY BE CHANGED OR WITHDRAWN 1 AFTER THE TIME Se: FOR RECEIVING 810S. PROPOSALS SHALL BL SUBMITTED ON THE FORM' ATTACHED HERETO. 2. THE WORK TO BE DONE IS SHOWN ON THE PLANS. QUANTITIES ARE 1 UNOERSTOOD TO BE ONLY APPROXIMATE. FINK PAYMENT WILL BE RASED ON FIELD MEASUREMENT OF ACTUAL QUANTITIES AND AT THE UNIT PRICE 810. LDNGACRES RESERVES THE RIGHT TO ADD OR TO ELIMINATE PORTIONS OF THAT i WDRK AS DEEMED NFCESSARY, 3. BIDDERS SHALL SATISFY THEMSELVES AS TO THE LOCAL CONDITIONS BY INSPECTION OF THE SITE. A. THE 510 PRICE FOR ANY ITEM MUST INCLUDE THE PERFORMANCE OF ALL WORK NECESSARY FOR COMPLETION OF THAI ITEM AS DESCRIBED IN THE SPECIFICATIONS. S. THE 910 PRICE SHALL BE STATED IN TERMS OF THE UNITS INDICATED AND AS TO A TOTAL AMOUNT. IN THE EVENT OF ERRORS, THE UNIT PRICE BID WILL GOVERN. ILLEGIBLE FIGURES WILL. INVALIDATE THE BID. 6. THE RIGHT IS RESERVED 10 REJECT ANY AND/OR ALL BIDS AND TO WAIVE INFORMALITIES IF IT IS DEEMED ADVANTAGEOUS TO LONGACRES 10 DO SO. 7, PAYMENT FOR THIS WORK WILL BE MADE IN A MINIMUM OF 15-DAY PROGRESS i PAYMENT PERIODS AND WILL BE TRANSMITTED WITHIN 30 DAYS OF RECEIPT BY LONGACRES OF THE PAY ESTINATF. B. EACH BIDDER SHALL SUBMIT WITH HIS 810 A CERTIFIED CHFCK OR 810 BOND IN AN AMOUNT EQUAL TO FIVE PERCENT (SL1 OF HIS BID. 9. THE SUCCESSFUL BIDDER SHALL SUBMIT TO THE ()AMER A PERFORMANCE BOND IN THE FULL. AMOUNT OF THE. CONTRACT IN A FORM SATISFACTORY TO THE OWNER. 1 1 1 1 LONGKRES PROPOSAL ' 12-INCH TRANSMISSION PIPM11f AUGUST, 198S EXHIBIT A PROPOSAL TO: LONGKRES P.O. Roo 60 Renton, Washington 99055 1 Gentlemen: ' The undersigned hereby certify/ies) that (i/we) have/S) examined the site of the proposed work and halve/.) read and thoroughly understand(s) the plans, specifications, and contract governing the work embraced in this ' improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can he completed with the money available, in accordance with the said plans, specifications, and contract, and the following schedule of rates and prices. (ROTE, Unit prices for all items, all extensions, and total amount of hid tshould be shown. Show unit prices both in writing and in figures.) ' Signature Address-- Names of Members of Partnership: r or Name of President of Corporation Name of Secretary of Corporation Corporation organized under the laws of �. with main office in State of Washington at ' A - 1 t ' LONGACRES SCHEOULE OF PRICES 12-INCH IRANSMISSION PIPELINE AUGUSI, 1985 ENHIRIT 8 ! SCHEDULE OF PRICES ' (NOTE. UNIT PRICES FOR ALL ITEMS. ALL EXTENSIONS, AND TOTAL AMOUNT OF 610 ' MUST BE SHOWN. SHOW UNIT PRICES IN BOTH WORDS AND FIGURES AND WHERE CONFLICTS OCCUR. THE WRITTEN OR TYPED WORDS SHALL PREVAIL.) _ ° N0. 1TFN QUANTITY PRtf.E TOTAL ' I. FURNISH AND INSTALL I2" CLASS 52 3,440 lF S _v/LF S___ DUCTILE IRON PIPE 6 FITTINGS WITH 8" CLASS 52 DUCTILE IRON PIPE ' STUBOUTS (TYTON JOINT) COMPLETE WITH PERYEIHLENE FILM ENCASEMENT S ' PE-R LC WOR .ST_� ' 2. FURNISH AND INSTALL 114PORTEf1 1300 TONS TRENCH BACKE ILL (BANK RUN GRAVEL) S t 3. FURNISH AIM INSTALL 5/8. MINUS 300 TONS S__-/TON S �_ CRU5NEO ROCK TRENCH BACKFILL FOR STREET CROSSINGS 4. FURNISH AND INSTALL ASPHALTIC 25 SY S YSr II CONCRETE RESTORATION S t A - 1 ' LONGACRES SCHEDULE OF PRICES 12-INCH TRANSMISSION PIPELINE AUGUST, 1985 S. FURNISH AND INSTALL MAZER SERVICE 2 EACH S /EA METER (COMPOUND METER) BACKFLOH tPREVENTOR, VAULT AND CONNECTION E �- b. CRUSHED ROCK SHOULDER SURFACING 10 TON S__/TON FURNISHED AND INSTALLED PER TON (WO 1. FURNISH AND INSTALL CONCRETE LUMP SLIM ' PAD (MUD BOX) RESTORATION FOR ALL THOSE DAMAGED S ---- LUMP SLIM NO0.DS t 8. FURNISH AND INSTALL 12" GATE i EA S___/FA S____ VALVE ASSEMBLY AND VAULT PER EA N-(T DfY ST- t10. FURNISH AND INSTALL B" GATE 12 'A i _/EA S VALVE ASSEMBLY PER EA M R ' 11. FURNISH 4 INSTALL I-INCH I FA S /EA AIRIVACUUM ASSEMBLY A VAULT e S ---- ' 12. FURNISH AND INSTALL 5 - 1/4" MVO 10 EA S!/EA S_� FIRE HYDRANT ASSEMBLIES ' S N - 2 LONGACRES SCHEDULE OF PRICES 12-INCH TRANSMISSION PIPED ME AUGUST, 1985 ' 13, FURNISH AND INSTALL 3" PVC CONDUIT 6891) LF S__/LF S___.__ COMPLETE WITH FITTINGS ' S PER LF WR ' SW TOTAL S 1,81 SALES TAX S _ TOTAL S__-- ' THE UNDERSIGNED 81DOER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT IF AWARDED HIM ON OR AFTER OCTOBER 14, 1986, AND TO COMPLETE THE WORK BY NOVEMBER 29, 1;65. ' DATED THIS - DAY OF ' SIGNATURE TITLE ADDRESS TELEPHONE CITY BUSINESS LICENSE NO. STATE CONTRACTORS LICENSE NO. tACKNOWLEDGMENT OF RECEIPT OF ADDENDA: NO. _ _ DATE NO. DATE ' NO, DATE NO, _ DATE t 8 - 3 t LONGACRES AGREE14ENI I?-INCH TRANSMISSION PIPELINE AUGUST, 1985 EXHIBIT C ' AGF EEMENT STATE OF WASHI NGTON ) 1 SS. CntINTY OF KING ) THIS AGREEMENT AND CONTRACT, MADE AND ENTERED INTO AT RENTON, ' WASHINGTON, THIS DAY OF . 19 BY AND BETWEEN LONGACRES, A PR I VAfr7WRPORAT 1,)N, HER PATER DESIGNATE"S THE "DINER" AND HEREINAFTER DESIGNATED AS THE "CONTRACTOR", WITNESSETH: THAT WHEREAS THE OWNER HAS HERETO CAUSED TO RE PREPARED CERTAIN PLANS AND SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS DESCRRBED AS THE LONGACRES 12-INCH TRANSMISSION PIPELINE, AND THE CONTRACTOR DID ON DAY OF 1 19 FILE WITH THE DINER A PROPOSAL TO PENFOOR ' SAID WORK AND AGR ED TO ACFEPf—AS PAYMENT, THEREFORE, THE SUM FILLY STATED AND SET FORTH IN THE PROPOSAL FOR THE WORK PERFORMED. WHEREAS, THE SAID CONTRACT DOCUMENTS FULLY AND ACCURATELY DESCRIBED THE TERMS AND CONDITIONS UPON WHICH THE CONTRACTOR PROPOSES PERFORM FURNISH SAID EQUIPMENT, LABOR, MATERIALS, AND APPURTENANCES, AND SAID WORK, TOGETHER WITH THE MANNER AND TIME OF FURNISHING SAME; IT IS THEREFORE AGREED, FIRST, THAT A COPY (IF SAID SPECIAL PROVISIONS AND OTHER CONTRACT DOCUMENTS FILED WITH THE OWNER. AS AFORESAID, ' DO, IN ALL PARTICULARS, BECOME A PART OF THE AGREEMENT AND CONTRACT BY AND RETWEE;i THE PARTIES HERETO IN ALL MATTERS AND THINGS THEREIN SET FORTH AND DESCRIBED; AND FURTHER, THAT THE OWNER AND THE CONTRACTOR HEREBY ACCEPT AND AGREE TO THE TERMS AND CONDiTONS OF SAID CONTRACT DOCUMENTS AS FILED AS COMPLETELY AS IF SAID TERMS, CONDITIONS, AND PLANS WERE HEREIN SET OUT IN FILL. NEiTNER THE FINAL CERTIFICAT OF PAYMENT NOR ANY PROVISION IN THE CONTRACT NOR PARTIAL OR ENTIRE USE OF ANY INSTALLATION PROVIDED FOR BY THIS CONTRACT SHALL RELIEVE THE CONTRACTOR OF LIABILITY TN RESPECT TO ANY ' WARRANTIES OR RESPONSIBLITY FOR FAULTY MATERIALS OR WORKMANSHIP. THE CONTRACTOR SHALL RE UNDER THE DUTY 1O REMEDY ANY DEFECTS IN THE WORK AND PAY FOR ANY UAI AGE TO OTHER WORK RESULTING THCREFROM WHICH SHALL APPEAR L t LONGACRES AGRFEMENT 12-INCH TRANSMISSION PIPELINE AUGUST. 1985 WITHIN THE PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK, UNLESS A LONGER PERIOD IS SPECIFIED. THE DINER WILL GIVE NOTICE OF OBSERVED DEFECTS AS THEREFORE SPECIFIED WITH REASONABLE PROMPTNESS AFTER DISCOVERY THEREOF, AND CONTRACTOR SHALL RE OBLIGATED TO THE iM1EDiATE STEPS TO CORRECT AND REMEDY ANY SUCH DEFECT. FAULT OR BREACH AT THE SOLE LOS,' AND EXPENSE OF CONTRACTOR. IN FAITH, WHEREOF, WITNESS THE HANDS AND SEALS OF BOTH PARTIES ' HERETO ON THE OAY AND YEAR IN THIS AGREEMENT FIRST ABOVE WRITTEN. LONGACRES ATTEST: BY: BY: _ TITLE: TITLE: 1 BY: TITLE: ADDRESS: LONGACRES PERFORMANCE BOND 12-1 NCH TRANSMISSION PIPELINE AOGUSI. 1985 EXHIBIT D PERFON MILE 600 KNOW ALL MEN RY THESE PRESENTS: THAT WHEREAS THE LONGACRFS, KING. COUNTY, WASHINGTON, A CORPORATION MEREENAFTEP DESIGNATED AS THE "OWNER% HAS ENTERED INTO AN AGREEMENT DATED 1 1985. WITH t HEREINAFTER f NATED AS THE -CONTRACTOR" R VI _-TO-THIFRNISHiNG AND INSTALLING OF WATERMAiN IMPROVEMENTS DESIGNATED AS LONGACRES 12-INCH TRANSMISSION PIPELINE, WHICH AGREEMENT IS ON FILE AT T;iE OWNER'S OFFICES, AND BY THIS REFERENCE IS MUDS A PART 'HEREOF, AND, WHEREAS, SAID PRINCIPAL IS REOUiREO UNDER THE TERMS OF SAID AGREEMENT AND UNDER THE PROVISIONS OF SECTIONS 39.08.010. ET. SEQ. OF THE REVISED CODE OF WASHINGTON TO FURNISH A BOND FOR THE FAITHFUL PERFORMANCE OF SAID AGREEMENT; tNOW, THEREFORE, WE THE CONTRACTOR, AS PRINCIPAL. AND A CORPORATION, ORGANIZED AND EXIST18C UNDER ' AND BY VIRTUE OF THE LAWS OF THE STATE OF AND DULY AUTHORIZED .0 DO bUSi NESS IN THE STATE SURETY, ARF FIRMLY BOUND UNTO THE STATE OF WASHINGTON AND LONGACRES IN THE SUM OF ' DOLLARS Tf LAW N Y UL -9—tHE UNITED A E R THE PAYMENTOF WHICH SUM WILL AND TRULY TO BE MAbi, WE BIND OURSELVES. OUR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, AND ASSIGNS, JOINTLY AND ' SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITIONS OF THE OBLIGATION IS SUCH, THAT IF THE ABOVE BONDED ' PRINCIPAL, HIS ON ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS. SHALL IN ALL THINGS STAND TO, AND ABIOF BY, AND WILL AND TRULY KEEP AND PERFORM •1E COVENANTS, CONDITIONS, AND AGREEMENTS IN SAID CONTRACT, AND SHALL FAITHFULLY PERFORM ALL T.iE PROVISIONS OF SIK,H CONTRACT, AND SHALL ALSO WELL AND TRULY PERFORM AND FULFILL ALL THE UNDERTAKINGS, COVENANTS, TERMS, CONDITIONS. AND AGREEMENTS OF ANY AND ALL DULY AUTHORIZED MODIFICATIONS OF SAID CONTRACT THAT MAY HEREAFTER BE MADE. AT THE TIME AND ' IN THE MANNER THEREIN SPECIFIED, AND SHALL PAY ALL LABORERS, MECHANICS. SUBCONTRACTORS AND MATERIALMEN, AND ALL PERSONS WHO SHALL SUPPLY SUCH PERSON OR PERSONS, OR SUBCONTRACTORS, WITH PROVISIONS AND SUPPLIES FOR THE CARRYING GH OF SUCH WORK ON HIS OR THEIR PARTS; AND SHALL INDEMNIFY AND SAVE HARMLESS THE DISTRICT, ITS OFFICERS AND AGENTS. FROM ANY LOSS OR DAMAGE OCCASIONED TO ANY PERSON OR PROPERTY BY REASON OF ANY CARELESSNESS OR NEGLIGENCE ON THE PART OF SAID PRINCIPAL. OR ANY SUBCONTRACTOR, IN THE ' PERFORMANCE Of SAID CONTRACT OR ANY MODIFICATIONS THEREOF, AND SHALL FURTHER INDEMNIFY AND SAVE HARMLESS LONGACRES, ITS OFFICERS AND AGENTS FROM ANY DAMAGE OR EXPENSE BY REASON OF FAILURE OF PERFORMANCE AS REQUIRED BY 0 - 1 LONGACRES PtRFORMANCE 60N0 C 12-IKM TRANSMISSION PIPELINE AUGUST, 19135 ■ SAID CONTRACT, OR ANY MODJ iMIONS, THEREOF, OR FROM DEFECTS APPEARING OR DEVELOPING IN THE MATERIAL OR WORKMANSHIP PROVIDED OR PERFORMED UNDER SAID CONTRACT WITHIN A PERIOD OF TWO YEARS AFTER ITS ACCEPTANCE THEREOF BY LONGACRES, THEN MIS OBLIGATIONS SHALL BECOME HULL AND VOID; OTHERWISE, IT ' SMALL RE AND REMAIN IN FULI FORCE AND EFFECT. AND THE SAID SURETY, FOR VALUE RECEIVED HEREBY, FURTHER STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATION, OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER, OR THE SPECIFICATIONS ACOMPANYi NG THE SAME IN ANY WAS AFFECT ITS OBLIGATION ON THIS BOND, AND it DOES HEREBY WAIVE NOTICE OR ANY CHANGE, tXTENSION OF TIME, ALIERATIONS, OR ADDITIONS TO THE TERMS OF THE CONTRACT, TO THE WORK, OR TO T4E SPECIFICATIONS. IN WITNESS WHEREOF, THE SAID PRINCIPAL AND THE SAID SURETY CAUSED INS BON) AND THREE COUNTERPARTS THEREOF, TO BE SIGNED AND SEALED BY. THE12 DULY AUTHORIZED OFFICERS, THIS _ DAY OF ' TWO WITNESSES: e - -- Ti TLE:�..._._. �--- ' ATTEST: CIF CORPORATION) SURETY) ' CORPORATE SEAL BY; BY: TITLE: ADDRESS OF LOCAL OFFICE AND AGENT OF SURETY COMPANY IS: LOXXRES Pt.*ORMANCE RUNG 12-INCH TRANSMISSION PIPELINE AUGUST, 1485 APPROM AS TO FORM: LONGACRES 1 ATT NFY FOR LONG•'.RES i 1 1 1 i 1 i , 1 1 1 1 1 1 1 i iLONCAC RES CERTIF ICAIE OF iNSURAKL 1?-INCH TRANSMISSION PIPELINE AUGUST, 1985 D 1 EKHIRIT E 1 CERTIFICATE OF INSURANCE fTHIS CERTIFIES TO: LONGACRES, RENTON, WASHINGTON, THAT THE FOLLOWiNG DESCRIR, , POLICIES HAVE BEEN ISSUED TO: 1 INSURED INSURED fADDRESS ADDRESS fLOCATION OF OPERATIONS INSURED: 1 1 DESCCkPTION C6 WORK: fPOLICIES AND EXPIRATION INSURERS BODILY INJURY PR.IPERTY DAMAGE POLICY NUMER DATE 1 i 1 WORKERS' COMPENSATION ENPLOYER'S LIABILITY 1 (INSURER) fCOMPREHENSi VE GENERAL 1 LIABILITY EACH PERSON EACH OCCURRENCE -- f 0 LONGAf.RfS CERTIFICATE (IF INSURANCE 12-INCH TRANSMISSION PIPELINE AUGUST, 1985 EACH OCCUR. AGf.REGATE c COMBINED SiNT'1E LIMIT ALL POLICIES ARE IN EFFECT AT THIS TIME AND WILL NOT BE CANCELED, LIMITED, OR ALLILEO TO EXPIRE WITHOUT RENEWAL UNTIL AFTER 30 DAYS WRITTEN NOTICE HAS BEEN GIVEN TO THE CERTIFICATE HOLDER NAMED ON THE TOP LINE. ANY COVERAGE AFFORDED THE CERTIFICATE NCLOER AS AN ADDITIONAL INSURED SHALI APPLY AS PRIMARY AND NOT EXCESS TO ANY INSURANCE ISSUED IN THE NkKE OF THE CERTIFICATE HOLDER (MOTE TO CONTRACTOR: THE FOLLOWING SHALL BE NAMED AS ADDITIONAL INSURED 1 PARTIES FOR THIS POLICY:) L ONI;ACA F S ' R112 ENGINLLRING, V.S. CITY O REDMOND h%ACRES AFFIDAVIT OF WAGES PAiO ll" INCH TRANSMISSION PIPELINE AUGUST. 198S 1 FKHIBII F I STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES AFFIDAVIT OF WAGES PAID ION PUBLiC AORKS CONTRACT I DATE: CONTRACT NO: ' DESCRIPTION' STATE OF WASHINGTON ) ) SS. COUNTY OF KING 1 0 COMPLIANCE WITH RCM 39.12.040, 1 . THE LINDER SI GNF[t, BEING A DULY kITHORIZED REPRESENTATIVE OF ' DO HEREBY CERTIFY THAT IN CORNFCIION WITH THE PERFORMANCE OF WORK ON THE PORLIC IMPROVEMENT PROJECT ABOVE DESCRIBED, FOR THE PERIOD ENDING . 19 , THE FOLIOWING RATES PER HOUR FOR EACH rLM-MI MON OF L-MORERS,_1i ORKMEN, AND MECHANICS HAVE BEEN PAID AND NO LABORER, WORKMAN. OR MECHANIC, SO EMPLOYED UPON SUCH WORK HAS BEEN PAID LESS THAN THE PREVAILING RATE OF WAGE OR LESS THAN THE MINIMUM RATE OF WAGE AS SPECIFIED IN THE PRINCIPAL CONTRACT. IRATF VALUE OF HOURLY FRINGE ' CLASSIFICATION OF LABOR PAY BENEFITS 1 1 � - 1 LONGACRES AFFIDAVIT OF WAGES PAID I?-INCH TRANSMISSION PIPELINE AUGUST, 198S C WANY'NAMf.___.._.._.._ RY: SUBSCRIBED TO AND SWORN BEFORE ME THIS DAY OF NOTARY PUBLIC IN RpE TW13TATI iW WASHINGTON, RESIDING AT _ WASHINGTON. ' PURSUANT 10 RCM 39.12 040. COPIES OF THIS FORK MUST BF COMPLETED BY THE CONTRACTOR AND EACH OF HIS SUBCONTRACTORS AND FILE0 84 THE CONTRACTOR WITH THE STATE TREASURER, OR THE TREASURER OF THE COUNTY OR MUNICIPAL CORPORATION OR ANOTHER DiFICER OR PERSON CHARGED WITH THE CUSTODY AND DISBURSEMENT OF THE STATE OR CORPORATE FUNDS APPLICABLE TO THE CONTRACT ' UNDER AND PURSUANT TO WHICH PAYMENT IS MADE, AND WITH THE DIRECTOR OF THE DEPARTMENT O LABOR AND iNDUSTREES. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING F A FILING AFFIDAVITS OF THEIR SUBCONTRACTORS. THIS IS REQUIRED BY LAW AND PAYMENTS CANNOT LAWFUItY RE MADE WiL SUCH AFFIDAVITS ARE FILED. ' 2 ' IONGAC RES CONTRACTOR'S RELEASE 12-INCH TRANSMISSION PIPELINE AUGUSI, 1985 EXHIBIT G CONTRACTOR'S RELEASE P.W.C. NO _ DATE TITLE tCONTRACTOR -- CONTRACTOR FAR-IHtFI'TIwM�N�i O D Li W RKS x PA:T HERE Y CERTIFIES THAT ALL ' SIATENENTS FOR SERVICES RERDEPEO TO THE DISTRICT UNDER SAID CONTRACT HAVE BEEN SUBMITTED, AND UPON RECEIPT OF A PAYMENT OF f (INCLUDING TAXI, WE ACKNOWLEDGE RECEIPT OF PAYMENT-TW-MI 9-WL IK UE ON SAID CONTRACT ANJ DO FURTHER CERTIFY THAT ALL CLAIMS OF THE CONTRACTOR AGAINST SAID CONTRACT ARE FULLY SAIISFiED AND DISCHARGED. iT IS UNDERSTOOD THAI THE RETAINEO FUND OF S _ WHICH IS INCLUDED IN THE SUM AFOREMENTIONED, WILL BE PELEASE5 IHE CONTRACTOR SN ACCORDANCE WITH THE LAWS AND RFf,ULATiONS OF THE STATE OF WASHINGTON. BY; u 1 RE OIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL CES POL kTUILAL In accordance with the provisions of Chapter 62, L+ws of 1973. N.B. 621, the Contractor shall secure any permits car licenses required by, and comply fully with all provisions of the follow- ing law., ordinances, and resolutions Kin County Ordinance No. 1S27 requires Building and Land eve opaenc tvtslun sna"ll^ydraulics Division review of grading and filling permits and unclassified use peraits in flood hazard areas. Resolution No. 36250 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Reivew by Hydraulics Division. King County Ordinance No. 800, No. 900 No. 1006 and Resolution o. o. � o. � o. an o. coniasned in ring County tOGe it es 1 and 10 are provisions disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste. Pu et Sound Alr Pollution Control A ency Re ulation I: A regu- atton to contro t e emisstan o air Contaminants rom all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King, pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act, R.C.W. 70.94. WASHINGTON STATE DEPARTMENT OF ECOLOGY w•>.C. 18.02: Requires operators of stationary sources of air contaminants to maintain records of emissions, periodically re- port to the State information concerning these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation I . R.C.M. 90.e8: Enacted to maintain the highest possible standards to ensure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife, birds, game, fish, and other aquatic life, and the industrial development of the State, and to that end require tt,e use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. it is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of SS,000/day for each violation. R.C.W. 70.95: Establishes uniform statewide program for handling so t wstes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE DEPARITIENI OF NATO-1 RESOURCLS t R.C.N. 76.04,370: Provides for abatement of additional fire haz- , ar an s upon which there is forest debris) and extreme fire ' hazard (areas of additional fire hazard near building, roads, - campgrounds, and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on property on which an extreme itre hazard exists. ' R.C.N. 76.04.010: Defines terms relating to the suppression or a atement o orest fires or forest fire conditions. ' R.C.M. 70.94.6e0: Provides for issuance of burning permits for , a acing or prevention of forest fire hazards, instruction or silvicultural operations. ' R.C.M. 76.04.310: Stipulates that everyone clearing land or c caring rig t-of-way shall pile and burn or dispose of by other satisfactory means, all forest debris cut thereon, as rapidly as the clearing or cutting progresses, or at such other times as the department may specify, and in compliance with the law requiring burning permits. 1 R.C.N. 78.44: Laws governing surface mining (including sand, ' for grave stone, and earth from borrow ri ts) whichlan providngandees ' and permits, plan or operation, P inspection of operations. M.A.C. 332.18: Delineates all requirements for surface mined ' I an ree amation. W.A.C. 13z-24: Codifies requirements of R.C.W. 76.04 pertaining ' to an c caring and burning. U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13 1402: Author- ' izes Secretary o Army an corps o ngzneers co ssue permits to an navigable river at their own expense and risk upon approvaly persons or corporation desirinx to improve any of the plans and spe.ifications. Section 404 of the Federal Water Pollution Control Act LPL9:-s0o ' S 6 S cat. ut ori:es the ecretary of t e rmy, acting tTiroug t e orps of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such discharge will have adverse effects on municipal water supplies, shell fish beds and fishery areas and wildlife or recr•a.ional areas. MISCELLANEOUS FEDERAL LEGISLATION Section 11 of the River and Harbor Act a roved Mar,% � 1899: Provides that zsc la o re use wit out a permit into navigable waters is prohibited. Violation is punishable by fine. Any citi- :en may file a complaint with the U. S. Attorney and share a por- t Lion of the fine. 2- PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION Ktn_q_C�ou�nt_y Resolution No. 25789 requires an unclassified use .. t Eor filling, quarryTngTncluding oorrow pits and associ- ated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation subse- quent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Tana ement Act l9?1 requires a rermit for construction on—St.^ie s�iore Ines. crmti—acquired by Public Works and reviewed by Building and Land Development Division. ' King County Ordinance No. lies requires permit for grading, land fill s, grave pits, umping, quarrying and mining operations except on County right•of-way. Review by Building and Land Develop agent Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GMIE Cha ter 112. Laws of 1949: Requires hydraulics permit on certain proj ects. ing ounty Department of Public Works will obtain.) WASHINGTON STATE DEPARTMENT OF ECOLOGY N.A.C. 171.220: Requires a National Pollutant Discharge Elimination (' System CNPDM permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. W.A.C. 372-24: Permit to discharge commercial or industrial waste I' waieis'into�tate surface or ground water (such as gravel washing, pit operations, or anv operation which results in a discharge which contains turbidity.) (, W.A.C. 508-12.IDO: Requires permit to use surface water. W.A.C. SOB-12.190: Requires that changes to permits for water use ' Be reviewe Y Lhe Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the diversion of water. I, W.A.C. $08-12.220: Requires permit to use ground water. IW.A.C. 508.IZ-260: Requires permit to construct reservoir for ' water storage. W.A.C. SOB-12.280: Requires permit to construct storage dam. I' W.A.C. 508_60: Requires permit to construct in State flood control tuna. King County Public works secures one for design. Contractor secures one for his operation (false work design, etc. ) . I' -1. I' PERMITS REQUIRED FOR THE PROJECT Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.X. 76.0+.150: Requires burning permit for all fires except or sma out oor fires for recreational purposes c yard debris ' Also the De. I tunder fhe Provisions o Natural ProvisiResource f R.0 W. 76reserve3 disposal. 03hIS0, right to restrict burning 76.04.170, 76.03180, ollution..^A 70.9+ due to exteme fire weather or to prevent restriction Of visibility and excessive air p R.C.W. 76.OB.OSO: Cutting permit required before cutting merchant a e tlm er. R.C.W 76.08.275: Operating Permit required before operating power•equ pment in dead or down timber. ace ining era- 78.+3.080: Requirespermit for anearthffrommborrow pits) .tlon Inc u ing sand, gravel , ' UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March Ssee899.S•R Coast es permit or construction of er t an ri g Guard administered parmita) on navigable waters (King County Department of Public Works will obtain). FIRE PROTECTION DISTRICT R.C.W. 52.28.010 52.28.020 52.28.030, 52.28•ena a es040 28orS0ailure T OV1 e, iUL OY1Ty OT, req !Rent, ' to secure a fire permit fOl huilding an open fire within a fire protection district. ' UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March CT Io899 General ride ct o arc an enera r u us squires a permit -0r construcilon o ri gi on navlga �e waters (King County Department of Public Works will obtain) . King County Department of Public works will comply with ' pertlnant sections of the following laws while ,!curing the afore- Mentioned permit: Section 3(f) of Acfaofm1969 ent fWatersQualityon Act. National Environmental Policy Improvement Act of 1970. PUGET SOUND AlR POLLUTION CONTROL AGENCY Section 9.QZ d Z tii) of Reeulation I: Request for verifica- tion o popu anon ensity, ontrac or shou.TticulaTly1 he sure RStc is opera- tion tions are in compliance with Regulation , P Particularlymatter Section ' 9.02 (outdoor fires) , Section 9,0+ (particulate and Section 9.IS (preventing particulate matter from becoming airborne) . .+. PERMITS REQUIRED FOR THE PROJECT • Continued ENYIRMENTAL PROTECTION AGENCY Title a0, Chapter Ic, Part 61 : Requires that the Environmental I4otectlon gemnotified S days prior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than S dwelling units) . The above requirements will be applicable only where called for on the various road pro)ects. Copies of these permits, ordinances, laws, and resolutions are available for inspection at the Office of the Director of Public Works, 90C King County Administration Building, Seattle, Washington. 98104. It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. r r r 12-INCH TRANSMISSION PIPELINE SPECIAL PROVISIONS 1 My�S►MWO SPECEFICIITIOMS ' THE STANDARD SPECIFICATIONS FIR MUNICIPAL PUBLIC WORK` C.ONSIRUCTION PREPARED BY THE WASHINGTON STA'E CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, 1981 F011104, SMALL RE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AMD SAID SPECIFICATIONS TOGETHER WITH THE LAMS OF THE STATE OF WASHINGTON AND IMF ORDINANCES AND CHARTER OF THE DINER SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTi RETY AND SHALL APPLY EXCEPT As AMENDED OR SUPERSEDED BY THE SPECIAL AND TECHNICAL PROVISIONS HEREIN, A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE ENGINEE , BE EXAMINED EANDMG. 1410 CONSULTED BRKET Y ANYNINTEREST€DK WA 98033, WHERE PARTY, WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO IN[ OWNER, ' SUCH REFERENCE SHALL RE CONSTRUED TO MEAN THE OWNER, AND WHERE REFERENCE: IS MADE TO THE ENGINEER, SUCH REFERFNCE SHALL BE CONSTRUED 10 MEAN THE MiS DULY AUTHORIZED REPRESENTATIVE. NOTE: THE FPFCiAL AND TECHNICAL PROVISIONS HEREINAFTER CONTAINED SMALL BE IN ADDITION 10 OR SMALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. NEADIIKS HEAORDINGS TO CONVFNIENCETS.OR SECTIONS, TFRENCEF ONE"Y'AND CHAII, AND SUR NOT AFFECT T THE INTERPRETATION 1 OF THE r(MiRACT DOCUMCNIS, SPECEAt MR1 1ECHVICAL PRQVISIpIS STRNCTM THE. SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEN.OE , DIVISION 1, 11. 111 AND IV OF THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE. ' MARKED "REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT EC.TION", THE SPECIFICATIONS HEREIN ARE TO RCPLACE, OR PARTIALLY REPLACE, THE SIAMDARD SPECIFICATIONS NCTED. WHERE SECTIONS ARE MARKED, "ADDITIONAL SECTION% THE SPECIFICATIONS HEREIN ARE TO RE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED, WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTiON", THE SPEC IFECATiONS HEREIN ARE 10 BE A SUPALEMINI TO THE STANDARD SPECIFICAIIONS. 1 L ONGACRE S 12-I4CH TRANSMISSION PIPELINE SPECIAL, PROVISIONS INDEX SECTION PAGE SECTION 1 SP 1 SPECIAL PROVISIONS SP 1 STANDARD SPECIFICATIONS SP I ACT OF CAD SP I SHOP DRAWINGS SP I Da EQUA', SP 2 APPROVAL SECTION 2 SP 2 PUBLIC DPEMiN S OF RIDS SECTION O SP 2 fONSIOERATION CV BIDS SECTION 4 PROCEDURE AND PROTEST Bt THE CONTRACTOR SP 2 USE OF MATERIALS FOUND ON THE PROJECT SP I SP 4 WASTE Si TES SP 4 HOURS OF WORK fONTRACTDR'S COPIES OF CONTRACT DOCUMENTS SP 4 SECTION S SP 4 SUBMITTALS SP 5 CONSTRUCTION STAKING SP 5 FINAL ACCEPTANCE 6 METHOD OF SERVICE OF NOTICE SP SP 6 ERRORS AND OMISSIONS I SECTION ) SP 6 SANITATi ON SP 6 LOAD LIMITS SP 1 EMPLOYMENT OF STATE RESIDENTS 1 CONTRACTOR'S RESPONSIBLITY FOR WORK SP SP 1 RESPONSIBLITY NOR DAMAGE PROTECTION AND RESTORATION OF PROPERLY SP 8 RESTORATION OF STRUCTURES AND SURFACES SP H 1 1 I tUTILITIES AND SIMILAR FACILITIES SP 10 PUBLIC LIABILITY AND PROPERTY DAMAGE SP 10 G:NERAL SAFETY REQUIREMENTS SP 10 fLAGMEN, BARRICADES, AND SIGNS SP 11 1 DUST CONTROL SP 12 RIGHTS OF MAY SP 12 EMPLOYMENT OPENINGS SP 12 ' SECTION 8 SP 12 PROGRESS SCHEDULE SP 13 PRECONSTRUCTION CONFERENCE NOTICE TO PROCEED AND PROSECUTION OF WORK SP 13 ' TIME OF COMPLETION SP 13 LIQUIDATED DAMAGES SP 14 CONTRACTOR'S PLANT AND EQUIPMENT SP 14 ' ATTENTION TO WORK SP 14 SECTION 9 SP 15 MEASUREMENT OF QUANTITIES SP l5 SCOPE OF PAYMENT Oi NER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS SP 15 t LONGAC Rf.S SPECIAL P40VIS1'1NS AUGUST, 19135 SECTION 1 1-1.39A SPECIAL PROVISIONS (ADDITIONAL SECTiOM) 1 ALL PROVISIONS OF THE APWA STANDARD SPECIFICATIONS RELATING TO AND PROVIDING COB THE METHOD OF MEASUREMENT AND PAYMENT FOR WORK PERFORMED ARE ' DELETED AND VOID. THE MEASUREMENT AND PAYMENT SECTION SET FORTH IN THESE DOCUMENTS SHALL BE THE BASIS FOR PAYMENT OF ALL WORK PERFORMED UNDER THIS CONTRACT, 1-1.396 STANDARD SPECIFICATIONS (ADDITIONAL SECTION) ' OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF; AWWA AMERICAN WATERWORKS ASSOCIATION ANSI AMERIC.".N NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION ASTM A14ERICAR SOCIETY FOR TESTING AND MATERIALS 1-1.50 ACT OF GOD (REPLACEMENT SECTION) "ACT OF GOD" MEANS AN EARTHQUAKE. FLOOD, CYCLONE, OR OTHER CATACLYSM,C PHENOME40N OF NATURE, A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL ' PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENEPAt. LOCALITY OF THE WORK, SHALL NOT BE CONSTRUED AS AN ACT OF GOO. ' 1-1.51 SHOP ORNIINGS (REPLACEMENT SECTION) t THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MATERIALS, EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRJCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER ' AND SUBMITTED FOR THE APPROVAL OF THE OWNER. 1-1.52 OR EOW (REPLACEMENT SECTION) WHERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECOMMENDATION OF THE ENGINEER, SMALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF 14E PROPOSFD SUBSTITUTION. SP - I ' LUNGAC RES SPECIAL PROVISIONS AUGUST, 1985 I-I.S3 APPROVAL (REPLACEMENT SECTION) THE TERM "APPROVAL" OR "APPROVED" SHALL MF'V APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE. BEHALF OF THE OWNER. SECTION) 2 BID PROCEDURES AND CONDITIONS ' 2-1.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) ' SEALED RIDS WILL BE RECEIVED BY THE INNER, LONGACRF.S, BY FILING WITH THE OWNER AS PER CALL FOR BIDS. SECTION 3 1 3-I.01 CONSIDERATION OF RIDS (ADDITIONAL SECTION) AWARDING OF CONTRACT WILL RE BASED ON THE OWNER'S DECISION. ' SECTION 4 4-1.05 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR FTS SUPERINTENDENT OR FOREMAN AS TO THE MEANING AND INTENT CF ANY PART OF THE ' OLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER OR HIS REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. ' FAILURE ON THE PART OF THE DAHER OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS. SHALL NOT RE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR MATERIALS, OR THE tPART OF THE IMPROVEMENT IN WF:CH THE SAME MAY HAVE BEEN USED. TO PREVENT DISPUTES AND LITIGATION, IT L, FURTHER AGREED BY THE PARTIES HERETO THAT THE OWNER OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMENTS. HE SHALL DECIDE ALL QUESTIONS RFLAT1 VE TO THE EXECUTION OF THE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMIGED BY SUCH INTERPRETATION, HE SHALL, WITHiN 3 DAYS, NOTIFY THE ENGINEER AND THE DINER ' IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT (IF THE DAMAGE OR DAMAGES. SP - 2 L ONGACRES SPECIAL PROVISIONS AUGUST, 1985 TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. iN TMF EVENT AN AGREEMENT CANNOT THEN RE REACHED WITHIN 3 DAYS, THE OWNER AND THE. CONTRACTOR WILL EACH APPOINT AN ARRiYRAYOR AND THE TWO SHALL SELECT A THiRC WITHIN 30 DAYS THEREAFTER. ' "^f FINDINGS AND DECISION OF THE BOARD 0; ARBITRATORS SHALL RE FINAL AND BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION AY SERVING AND FILING A PETITION FDA REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GROUNDS FOR THE PETITION FOR REVIEW ARE LIMITED TO SNOWING THAT THE FINDINGS AND DECISION: ' 1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED: t 2. IS CONTRARY TO THE TERMS 'T THE CONTRACT OR ANY COMPONENT THEREOF : 3. IS ARBITRARY AND/OR 15 NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION. THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN ' WRITING THEIR FINDINGS AND CONCLUSIONS RASED ON THE EVIDENCE ADDUCED AT ANY SUCH HEARING. ' THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTiS OF THE STATE OF WASHINGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL RE BORNE EQUALLY BY THE OWNER AND THE CONTRACTOR UNLESS IT IS THE. BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S FILING OF THE PROTEST OR ACTION Tt CAPRiC1011S OR WITHOUT REASONABLE FOUNDATION. IN THE LATTER CASs , ALL COSTS SHALL BE BORNE BY THE ' CONTRACTOR. THE VENUE OF ANY SUIT SHALL RE IN KING COUNTY, WASHINGTON. AND IF THE ' CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SEA''•--% BEFORE COMMENCING WORK UNDER THIS CONTRACT, 4-1.10 USE OF NAIERIALS FOUND ON THE PROJECT (REPLACEMENT SEC110N) ' ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL, Al THE ENGINEER'S DISCRETION, BE CAREFULLY SALVAGED A140 DELIVERED 10 THE OWNER SHOPS. ALL SALVAGED WATER MAINS, FINE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STORM AND SANITARY MANHOLE COVERS SHALL RE SALVAGED AND DELIVERED TO THE OWNER SHOPS. rAkY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALL RE CONSIDERED INCIOENIAL TO THE PROJECT AND *1 (OMPFNSATION WILL RE VA;).. 10N5ACkFS SPECIAL PROViSI ONS AUGUST, 1985 4-1.12 WASTE SITES (ADDITIONAL SECTION) ALL MATERIALS DESIGNATED RY THE ENGINEER TD BE WASTED SHALL RE HAULFII, DUMPED, AND SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE. ALL WORK INCLUDED IN THIS SECTION SHALL RE CONSIDERED TO BE 14CIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER COMPENSATION WILL BE MADE. THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLFLY BY THE ' CONYRACTOR IN A MANNER AS DESCRIBED RE fllft THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SLEEPERS, AND ' RELATED EQUIPMENT AS DEEMED NECESSARY BY THE OWNER TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG YHF ROUE. PROMPT RESTORATION OF THE ROUTE IS MANDATORY. 4-1.11 HOCKS OF WOR!. (REPLACEMENT SECTION) THE WORKING HOURS FOR 114IS PROJECT WILL BE LIMIIEO TO WEEKDAYS DURING THE PERIOD FROM B A.M. TO 5 P.M, THE W-,OURS OF WORK NAY BE CHANGED AT IMF DISCRETION OF THE ENGINEER WHEN iT IS IN THE INTEREST OF THE PUBLIC OR IRE ' CONTRACTOR DUE TO REASONS OF SAFEIY, HEALTH, Oq WELFARE. 4-1.14 CONIRACIOR'S COPIES OF CONTRACT DOCUMENTS ' THE CONTRACTOR WILL BE SUPPLIED 91 THE OWNER WITH FIVE SETS 11 PLANS AND SPECIFICATIONS. AT LEAST I COMP!EIL SET OF CONTRACT DOCUMENTS. INCLUDING ' ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCIION IN GOOD CONDITION AND AT ALL TiMES AVAILABLE TO THE OWNER AND THE ENGINEER, ADOiTiDNAL COPIES OF THE CONTRACT DOCUMENTS. IF REQUIRED, WILL BE FURNISHED BT THE OWNER AT NET COST OF REPRODUCTION, SECTION 5 ' 5-1.03 SMITTALS (REPLACEMENT SIMON) ' THE CONTRACTOR SHALL FURNISH ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES, SAMPLE% TESTS, METHODS, SCHEMES. AND MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAI THE MATERIALS AND ' EMUPAIENT to RE FURNISHEC AND THE METHODS OF WORK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAAINGS, IF THE INFORMATION SHOWS ANY DEVIATION FROM THE CONTRACT REQUIRFMfNTS, THE ' CONTRACTOR SHALL, BY A STATEMENT iN WRITING ACCOMPANYING IMF. INFORMATION, ADVISE THE ENGINEER (IF THE DEVIATION AND STATE THE REASON iHEREFIME. SP - 4 ' LONGACRES SPECIAL PROVISIONS tAUGUST, 1985 5-1.05 CONSTRUCTION STAKING (REPLACEMENT SECTION) THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE C"ANGES IN THE GRADES ' AS THEY ARE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 50 FEET, SET IN ADVANCE OF THE WORK. WHENEVER WORK IS IN PROGRESS, THE CONTRACTOR SHALL NAVE IN HIS ' FMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CDNSTRI K;TION GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER. ' SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET 04 A GRADE OF 0.50 PERCENT OR LESS, AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYIt SHAIILBE OPERATIONS. DESTROYYED AND REQUIRE RESETTING, AUGH IMF ASUMM SHALL BE NEGLIGENCE, STAKES D DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING ' REQUIRED FOR SUCH REPLACEMENT. THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING: 1. REQUESTS FOR USE, EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR DINER REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. ■ Z. GRADES ARE CHECKED Al LEAST ONCE EVERY 50 FFET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL METHODS. ' 3. PROPER ANCHORING OF PIPE iS PERFORMED IN LOCATIONS WMFRF A SIX IS RE1NG USED FOR EXCAVATION. ' THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME f"R THE SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVL41 WORK DELAYS WHILE WAITING FOR CONSTRUE TION GUIDES. ' THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIfkNSIONS ',NO IRANSFERRIN' FL CYATIONS OR MEASURENE NTS NEASURCb FROM SUCH STAKES AND ' "ARKS. ;ELAYS By REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN t DAYS ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL AGT BE IKE BASIS FOR tCLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTRACTOR'S SORVEYING SHALL RE CONSIDERED INCIDENTAL TO ' OTHER 8i0 ITEMS iN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE. S.1.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) 'HE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, CATIVV HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE W114 SP . e 1 LONGACRES i BCIAL PROVISIONS ' AUGUST, 1985 TERMSTHE 'IF THE CONTRACT. AND SHALL IS ACCEPTABLE.EPTABLE. F(AL DETERMINATIONN OFcC RE EACCEPTABILIITY OWNER THAT T THE WORK THE WORK SHALL BE MADE BY THE OWNER. 5.1.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) t WRITTEN NOTICE SHALL RE DEEMED TO HAVE BFEN DULY SEPVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO AN EXECUTIVE OFFICIAL IF THE OWNER IS A GOVERNMENTAL BODY, OR OF SENT BY REGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS. ' 5-1.11 ERRORS A" OMISSIONS (REPLACEMENT SECTION! IF THE CONTRACTOR, IN THt COURSE OF HIS WORK, RECORVES AWARE OF ANY ERRORS ' OINNTTS AND SURVEY SN CONTRACT DOCUMENTS OR �N INSTRUCTIONS, OR IF HE BECOMES AWARE THE LAYOUT AANYT DISCR AS EPANCY IVEN YBET4EEN THE CONTRACT DOCUMENTS ANC THE PHYSICAL CONDITIONS OF THE LOCALITY, HE ' SHALL IMMEDIATELY INFORM THE ENGINEER, THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCOROIHGLY. ANY WORK THINE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE MINE AT THE CONTRACTOR'S RISK. 1 SECTION 7 ' 7-1.0( SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION "ACILITIES SHALL RE CONSIDERED INCIDENTAL TO THE PROJECT AND NO .'OMPENSATION SHALL HE MADE. 7-1.07 LOAD LIMITS (REPLACEMENT SECTION) ' ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRAC„TORS, AND SUPPLIERS SHALL STAtCILY AnHERE TO CH. 46.44 OF THE MOTOR VEHICLE LAWS UP THE STATE OF WASHi NGTON (196' EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, ' AND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF 1 THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICEN°ED. ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTEn TO THE AFFECTED [AN ' ENFORCEMENT AGENT. THE CONTRACTOR :S TO FURNISH TO THE PURLIG WORKS DIRECTOR A LISTING OF ALL HAIR, VEHICLES 'ISEO ON THIS PROJECT, LISTING THi VEHICLE NUMBER, LICENSE ' NUMBER, tARE WEIGHT, AND LICENSED LOAD LIMITS. SP - 6 1 LONGAt RES SPECIAL PROVISIONS THE SE AUGUST, 1985 T SECTION M oy1EMT OF STATE RESIDENTS (REPLACEMENT SECTION) ' ON EMPLOYMENT OF STATE RESIDENTS IS DELETED IN ITS ENTIRETY. 7-1,13 CONTRACTOR'S RESPONSIBILITY FOR NDRI( (REPLACEMENT SECTION) ' THE WORK SHALL HE UNDER THE CONTRACTOR' CONTRACTOR SHALL REAR ALL LOSS AND pAMAGEE WHATSOEVERSPONSIBLE C ANb AFNO ROM WHATS(1EVER CAUSE, EXCEPT THAT CAUSED SOIEIr Rv THE Af.i TF CHARGE, THE OR TO THE WORK DURING THE FULFILLMENT OF THE CONTR DAMAGE L THE OWNER WHICH NAY OCCUR ON D:GE'OCCURS, THE CONTRACTOR SNAII IMMEDIATELY NAACT GOOD pryy THE AND IN THE EVENT OF THE CONTRACTOR REFUSING OR SUCH LOSS OR ANY OWNER MAY ITSELF OR BY THE EMPLOYMENT OF SUCH LOSS OR CHARGED NDL THE OR DAAKTOR, NEGLECTING 10 DD S0, AND THE COST AND SOME OTHER PERSON MAKE GOOD ' EXPENSE OF SO DOING SHALL BE THE CONTRACTOR A'UNE SHALL AT ALL TIMES BE RESPONSIBLE HIS AND HiS SUBCONTRACTOR'S EMPLOYEES, AND FOR ' PLANT AND EQUIPMENT A FOR THE SAFETY OF AND THE METHOD OF PR HIS AND HIS SUBCONTRACTOR'S DURING UNFAVURABLE WEATHER AND OSECUTING THE yORK PURSUE ONLY :UCH PORTIONS DF THE WORK E S CONDITIONS, THE 1 L NOT BE DAMAGE CONTRACTOR THEREY,SHALL AFFECTED PORTIONS OF THE WORK WHOSE SATISFACTORY DUALITY OR EFFICIENCY AFFECTED RY THE CONDITIONS QUALITY RE ENGINEER CONDITIONS UNLESS RY SPECIAL MEANS OR pp CONSTRUCTED WHILE THESE ENGINEER THE CONTRACTOR SHALL RE ABLE TO DVERPRECAUTIONS ACCEPTABLE iO tHE T-I,U RESPONSIBILITY FOR pAMNGE (ADDITIONAL SECTION) TIE CONTRACTOR SHALL RE RESPONSIBLE FOR CONTROLLING IUSi AND DURATION LIMITS AND ON ANY STREET WHICH IS UTILIZED 8Y HIS EQU(pMEryT FOR THE, DURATION OF THE PROJECT, THE CONTRACTOR MUD WITHIN THE TRU(:KS, POWER SWEEPERS. AND OTHER PIff.ES OF�L RE PREPARE ' 0Y THE ENGi NEER, TO AVOID CREATING A NUi SANCE, O i0 USE WATERING EVUIPMENT AS DEEMED NECESSARY NO DUST COMPD MUD CONTROL SHALL RE CONSIDERED AS INCIDENTAL NTSATION Nill PE MADC FOR THiS SECTION, TO THE PROJECT. ART) COMPLAINTS OF OUST, MUD, OR UNSAFE PRACTICES AND10R PROPERTY PRIVATE OWNERSHIP WILL RE TRANSMI TIED R THE CON1W IN CORRECTING WILL RE REQUIRED, DAMAGE 1p IT ENS "'I RE CALLED FOR WRITTEN i1EN NOTICE pp ACTOR AND PROMPT OWNER, SHOULD REPETiTiVF C CORRECTION OF ACTION RE RECEIVEB0MPYA7HE 1 LONGACRES SPECIAL PROVISIONS ' AUGUST, 19ffi 1-1.16 PROTECTION AND RESTORATION OF PROPERTY (REPLACEMENT SECTION) THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SMALL LIMIT HIS OPERATION TO THE AREAS OBTAINED " .J SHALL NOT tRF.SPASS ON PRIVATE PROPERTY. 1 THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE. WORK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL 1.401 UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MATERIALS, THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT MAY BE ' REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAGE RF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY W'lK AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. RESTORATION LF STRUCTURES AND SURF ACFS A. (if Nf:RAL. ' ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL RE t CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR FRANCHISE, ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT Of DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAI TRENCHES ACROSS ' EASEMENTS SHALL NOT BE LL� T OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NOT BE LEFT OPEN FOR MORE THAN 48 HOURS. t S. STRUCTURES. "iE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE ' NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS r OUNO WITH MINIMUM REQUIREMENTS AS HEREIN SPECIFIED. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A ' RESULT OF THE WORK UNDER THIS CONTRACT, C. EASEMENTS. ' CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS. EITHER AGR!CULTURAL. OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE OPMAGEO BY ACTIONS OF THE CONTRACTOR SHALL OF 4FS70RED AS NEARLY AS POSSIBLE 10 THEIR ORIGINAL CONDITION. Sa R LONGACRES SPECIAL PROVISIONS AUGUST, 1985 PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RiGHi-OF-WAY, THE CONTRACTOR SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE 11 IN SUCH A MANNER THAT iT MAY BE REPLACED BY HIM. UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRURMFRY OR TREES DESTROYED OR DAMAGED, SHALL RE REPLACED MY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE DINER. IN THE EVENT THAT it IS NECESSARY TJ TRENCH THROUGH AMY LAIN AREA, THE SUP SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE REEN MACKFiLLEO. THE LAWN AREA SMALL RE CLEARED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. ' THE CONTRACTOP SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE BACKHOFS USED BY SIDE SEWER CONTRACTORS FOR ALL ' WORK, INCLUDING EXCAVATION AND RACKF ILL, ON EASEMENTS OR Ri GHTS-OF-MAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, NAIL BOXES, OR OTHER TEMPORARY OBSTACLES SHALL RE REMOVED MY THE CONTRACTOR AND IMMEDIATELY REPLACED AFTER TRENCH IS SACKFILLED IN THEIR ORIGINAL POSITION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE A EASEMENTS OR RIGHTS-OF-MAY, ALL CONSTRUCTION WORK UNDER THE CONTRACT ON EASEMENTS, RIGHT-OF-WAY OVER PRIVATE PROPERTY, OR FRANCHISE SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHI-OF-WAY OR FRANCHISE. ALL t WORK SHALL 8E ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SMALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMLNTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS, AND TRENCHES SHALL NOT Rt. LEFT OPEN FOR MORE THAN •14 HOURS. DAMAGE TO EXISTING STRUCTURES OULIOE OF EASEMENT AREAS THAT MAY REST" T FROM DEMATERING ANDJOR OTHER CONSTRUCTION ACTIVITY UNDER TH,� CONTRACT SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER. THE ORIGINAL CON0I I ION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AN01OR INSPECTION MADE PRIOR 10 CONSTRUCTION, ALL SUCH WORK SMALL RE DONE 10 THE SATISFACTION OF THE PROPERTY OWNERS AND IMF OWNER AT THE IYPENSF OF THE CONTRACIOR. ' 0. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPOMSERELIIY OF RESTORA110N OF THE SURFACE OF ALL STREETS (TRAVELED WAYS) USED SY HIM IF DAMAGED. IN THE FVENI THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL ' iMMEDIATELI AVAILABLE TO MAKE NECESSAAY REPAIRS. THE CONTRACTOR SHALL $O 14FTW4 THE fVNLR. THE IAWNER WILL NAKf THE NECLSSARY REPAIRS AND INC COST OF SUCH REPAIRS SHALL BE *`AID 91 T4s "nNIRACTOR, 1 SPECIAL PROVISIONS LONGACRES ' AUGUST, I985 ' 7-1.17 UTILITIES AM SIMILAR FACILITIES (ADDITIONAL SECTION) LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXi SI1NG UNDERGROUND ' FACILITIES ARE IN ACCORDAKE WITH THE BEST AVAILABLE INFORMATION WiIHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SI2E AND LOCATION OF EXISTING FACILITIES. it SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA, THE CONTRACTOR IS WARNED THAT OWNER WATER, STORM ' DRAINAGE, SANITARY SEWERS, STREET LIGHTS, AND TRAFFIC CONTROL UNDERGROUND UTILITIES ARE NOT A PART OF THE 'ONE CALL" SYSTEM AND RUST BE CONIACTEU SEPARATELY AS PRESENTED IN THE TECHNICAL SPECIFICATIONS. iF. IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY 10 INTERRUPT EXISTING SURFACE DRAINAGE, SEWERS, UNDERORAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUNO STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. THE CONTRACTOR SHALL, AT HIS CNN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILI• ES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CARER; EXCEPT FOR INNER GAINED FACILITIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSF. ' 7-1.10 PUBLIC LIABILITY AND PROPFRTY DAMAGE (REPLACEMENT SECTION) THE MINIMUM POI.ICY LIMITS OF SUCH INSURANCE SHALL RE AS FOLLOWS: THE AMOUNT OF COVERAGE SHALL. RE NOT LESS THAN A SINGLE: LIMIT OF $1,000,000 ' FOR BODILY 1N,TURY 1NCLUDi NG DEATH AND PROPERTY DAMAGE PER OCCURRENCE. IN ADDITION, AN UMBRELLA INSURANCE COVERAGE OF NOT LESS THAN $5,000,000 SHALL OF PROVIDED, WITH THE OWNER AND ENGINEER AS THE NAMED INSUREDS. THIS LIMIT SHAD APPLY TO COMPREHENSIVE GENERAL LIABILITY INSURANCE AND VEHICLE ' LIABIUITY INSURANCE. THE CONTRACTOR SHALL FURNISH THE. OWNER WITH SATISFACTORY PROW* OF CARRIAGE OF THE INSURANCE REQUIRED. 7-1.27A GENERAL SAFETY REQUIREMENTS !ADW IUNAL SECTION) THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNLRS ALONG THE CONSTRUCTION AREA, BY MAIL. PRIOR TO CONSTRXTION. THE CONTRACTOR SHALL NOTIFY ALL ' LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS BY MAIL PRIOR TO CONSTRUCTION, NAMES AND ADDRESSES WILL RE FURNISHED BY THE CURER, THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANCY IN PERSON A MINIMUM Cl THREE )AYS PRIOR TO CONSTRUCTION IN FRONT OF kACH PROPFRTY. 1 LON�K REs SPECIAL PROViSIb9S AUGUST, 1985 t ' 7-1..27C FLAGMEN, BARRICADES. AND SIGNS (REPLACEMENT SECTION) FLACWEM, BARRiCADES, SIGNS ANO TRAFFIC CONTROL FURNISHED OR PROVIDED SHALL CONFOFM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED COITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY IKE U.S. "DEPARTMENT OF TRANSPORTATION. COpics MAY BE PURCHASED FROM THE SUPEiIBTENDENI OF DOCUMENTS, U.S. ' GOVERNMENT PRINTING OFFICE. WASHINGTON. D.C. 20402. T9E CONTRACTOR SHALL IMPLEMENT THE TRAFFIC. CONTROL PLAN(S) APPEARING IN THE CINTRKT PLANS, AS ' APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TR Aif iC CONTROL PLAN. HE NAY PROPOSE MODIFICATION OF THE TRAFFIC. CONTROL PLAN BY SNOWING THE NECESSARY CONSTRUCTION TOTHE SIGNS AND BARRICADEAT S REQUIRED FOR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL BE ' LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES Will BE REQUIRED. THE STRIPING OF NO PASSING ZONES THAT ARE TO BE OBLITERATED IN EXCESS OF ISO FEET BY PAVING OPERATIONS SHALL BE REPLACED BY "DO NOT PASS" AND "PASS ET OUTSIDE WITH USABL E SIGNS. SHOULDER ENORC,LESS 1HANNS SHALL E IL FEET DABOVE HOT L THE EDGE ESS THAN 2OFE PAVEMENT. THEUNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL PROVIDE POSTS AND BE MAINTAINED BY THE CONTRACTOR UNTIL CONSTRUCTION OPERATIONS ARE COMPLETE. WHEN THE PROJECT INCLUDES STRIPING BY THE ' CONTRACTOR. THE SIGNS RHO POSTS SHALL BE REMOVED BY AL WHEN BE ETU14E D NO TO IKE PASSING ZONES ARE RE-ESTABLISHEI` STRIPING. THE PROPERTY SIGNS Sli THE CONTRACTOR FOR HIS STATE AND THE POSTS WILL ' DISPOSAL. WHEN THE CONTRA. ' is NOT RESPONSIBLE FOR THE STRIPING, THE POSTS AND SIGNS WILL BECOME I PROPERTY OF THE STATE AND WILL BE REMOVED BY STATE FARCES WHF' iH€ NO PASS ' ZONES ARE RE-ESTABLISHED BY STRIPING. ' THE CONTRACTOR Sh. L, AT HIS DIN I FNSF PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN, AND EQUIPMENT, "iiON WARNINGS, KNO NIGHT LIGHTS IN ORDER 10 PROTECT THE PURL iC Al AL. S FROM INJURY AS A RESULT OF His OPERATIONS. IF THE CONTRACTOR SHOUL.. IL TO MAINTAIN NTAIN SUFFICIENT LIGHTS AND BARRICADES. IN ;HE OPINION OF THE I. INFER. THE CANER SMALL HAVE THE RIGHT TO PROVi DF THESE LIGHTS AND BARR[�` `Fc,TR D DEDUCTTHE CH COSTS WORK ' FROM PAYMENTS DUE THE CONTRACTOR. WORK SHA' MODIFIED. THE HOURS OF WORK FIOOiFIFO u FINDS NOSORK SUCH ALTRSFOGETHER OR COURSES THE ENGINEER's O*,SCRETION WHEN THE E.NGIM ACTION NECESSARY TO PROTECT THE PURI . OR THE CONTRACTOR'S SAFETY, HEALTH, ' AND WELFARF. AIL SIGNS REMOVED SMALL RI SALVAGE 1NO DELI 'FRED TO THE Rd NER YARD. ' IRATE IC MOVEMENT SHALL BE HEREIN !NED AS APPLYING TO BOTH VEHICULAR ANT) PEDESTRIANAIN MAINTAINED AS NlEAR NO RING LRMAL SS POSSIBLE. FS OF CONSTRUCTION, TRAFFIC ACCESS MOVEMENT BE SMALL o' MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES OUTSIDE OF THE RIGHT-OF.;JAr M LINE. ALL ROADWAYS WILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIOD`:. e,3O TO 8 A.M. AND 3:30 TO 5 P.M, SP - It SDECiAI PROVISIONS LONGACRES AUGUST, 1985 ' D WORK SHALL RE DONE ON OR AQU YEN(AC E ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES R ' SIGNS SHTALLREE INCIDENTAL TO THE APROJECT CING LAND No COMPENSATIN1N W NSTRUC nLLTREI CATIO MADE N ' 1-1.23E 011SI CONTROL (ADOITIDNAL SECTION) ,ME CONTRACIOR SHALL PROVIDE A MINIMUM 1,5U(1 GALLON CdPAC ITY WATER TRUCK ' wi TH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS 0 AS NECESSARY, SHAH BE CLEANED OF DUST AND DEBRIS AT THE END OF EAC I, wORKiRG DAY. ADDITION THE ALLEVIATE OAST NO SANCETOR OR ASHALL DIRECTEDVBDE THE SPRINKLING. 1-1.24 RIGHTS OF NAt (AOOITiONAL SECTiONI ' IKE OWNER SHALL OBTAIN ALL EASEMENTS AND ACCESS PRIVATE PERMISSION NECESSARY TO THE CONSTRUCTION OF All i%PROVEMENIS LOCATED ON FNTSAND ACC PROPERTY AND WILL OF DRY All ' COSTS OF THE S,TO THE CONTRACTOR- A IMF E CDNMRACTORN SH�ESPERFORMS ALL WORK WORK ON EASEMFNTSPRIWE ROPERTY GHT-STRICT ACCESS E WITH THE TERMS AND LONOiIIONS OF tHt" AND OF ' SHALL DRIAINS0.In BE D PAYCFORBALLED IN HENECESSARYPPERMITSIAND LICENSESTTO ACCOMPLISH THE WORK, 1-1.28 tMPIOYMENT OPFNINGS (REPLACEMENT SECTION( ENTIRE. BEC110% OF STANDARD SPECIFICATIONS ON EMPLOYMF NI OPE Ni NGS IS DELETED. ' SECTION 8 ' R_1.03 PROGRESS SCREDULE (REPLACEMENT SECTION) ' "LIVERY OF THE CONTRACT AND BEFORE THE IMMEOIAIELY AFTER EXECUTION AND ENGINEER. ANA ESTIMATED CONSTRUCTIONRE PROGRESS SCHEDULER LN FORM DELIVER St AC TORY ' To THE OF EACH ENGINEER THE VARIOUS DAY IRE PROPOSED OFATE$ OF WORK REOUIIRRED EUNDER AN NE COMPLETION Of LA 14 AND THE ANTICIPATED YAINNINT OF EACH MONTHLY PAYMENT THAT WILL. ' RECLINE DUE TO THE CONTRACTOR IN ACCORDANCE. WITH THE PROGRESS SCHEDULE, It* 1 Sy 1 r LONGACHES SPECIAL PROVISIONS rAUGUST, 1985 r CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES Or WORK DORE FOR THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON, THE COSTS EMPLOYED IN MAKING UP ANY OF THESE SCHEDULES WILL BE USED ONLY FOR OETER-11NIN6 THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIQEREO AS FIXING A BASIS FOR rAODITIOR; TO OR DEDUCTIONS FROM THE CONTRACT, SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS r WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, FTC- RY WHICH TIME LOSS WILL r BE MADE UP, AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEOULF HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE CONTRACT PROVISIONS, r IT SHALL, UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS. r PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE (IF CONSTRUCTION OR APPROVED MODIFICATIONS THEREOF, 15 rHEREBY MADE AN OBLIGATION OF THE CONTRACT. ' PRECONSTRUC1101111 CONFERENCE (ADDITIONAI SECTIONI PRIOR TO THE START OF CONSTRUCTiON, THE CONTRACTOR, ENGINEER, ALI. r SUBCONTRACTORS, CITY OF RENTON. DTiLiIY DEPARTMENT AND OTHER AFFECTED DEPARTMENTS, TELEPHONE COMPANY, AND OTHER INTERESTED PARTIES SHALL ATTEND A ➢RECONSIRUCTiON CONFERENCE, WITH TIME, PLACE, AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT, r SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE, AND DATE TO BE. ESTABLISHED AT rTHE PRECONSTRUCTION CONFERENCE. 6-1,04 NOTICE TO PROCEED AND PROSECUTION OF WORK (ADDITIONAL SECTION) rTHE COMTRACTUH SHALL NOTIFY THE OWNER AND THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COMMENCRRG WORK. IRE SAME NOTIFICATIONS SHALL BE PROVIDED r TO THE POLICE AND FIRE AUTHORITIES AND THE SCHOOL DISTRICT WHF` 'WORKING WITHIN A ROADWAY RIGHT-OF-MAY, THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND rPROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY, B-1.05 TINE OF COMPLETION (ADDITIONAL SECTION) rTHE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION iN ALL PARTS AND REQUIREMENTS. THE PROJECT SHALL BE rORPLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS. tiP I3 r ' LONGACRES SPECIAL PROVISIONS AUGUST, 198S PROVIDED, HOWEVER, THAT THE OWNER SHALL HAVE THE RIGHT TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SMALL RE VALID UNLESS THE SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGES OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK ' WITHIN THE TIME REQUIRED. ALL REFERENCES TO RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE ' DELETED AND VOID. ' 8-1.09 LIQUIDATED DNWAS (ADDITIONAL SECTION) THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION 10, DAMAGES FROM COSTS FUR INSPECTION, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED ' BEYOND CONTRACT COMPLETION DATE. LIQUIDATED DAMAGES ASSESSED SHALL BE TWICE THE AMOUNT SHOWN IN THE STANDARD SPECIFICATIONS. t8-1.12 CONTRACTOR'S PL.ANT AND FOUIPMENT k !EPLACEMENT SECTION) THE CONTRACTOR ALONE SHALL Al ALL LIMES BE RESPONSIBLE FOR THE AOFQUACY, ' EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUB40NTRACTORS' PLANT AND EQUIPMENT, THE OWNFR SMALL HAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S PLANT AND EOUIPMEM IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK. ' THE USE OF SUCH PLANT AND EQUIPMENT SMALL RE CONSIDERED AS EXTRA WORK AND PAID FOR ACCOROTNGLY. t NEITHER THE OWNER NOR THE ENGINEER ASSUME AMY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, ' BARRICADES, AND WATCHMAN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTION OF ICE SITE AND HIS PLANT AND EOUIPMFNT. THE. (DINER WILL RE PROVIDED KEYS 17OR ALL FENCED, SECURED AREAS, ' 8-1.13 ATTENTION 10 WORK (REPLACEMENT SECTION) THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE WORK TO THE END THAT IT SHALL BE EXECUTED FAITHFULLY, AND WHEN ME IS NOT PERSONALLY PRESENT ON THE WORK, HE SHALL AT ALL REASONABLE TIMES RE ' REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY 10 EXECUTE THE SAME. AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND WHO SHALL BE THE LEGAL IEPRESENTATIVE OF THE CONTRACTOR, THE ' CONTRACTOR SHALL BE LIABLE FOR IRE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO HIM DR TO HIS AUTHORIZED REPRESENTATIVE. ' SP - it LONGACRE$ SPECIAL PROVISIONS AUGUST, 1985 SECTION 9 ' 9-1.01 NEASUREIENT OF QUANTITIES MOITIONAL SECTiON1 ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING QUANTITIE' THE TIME OF DELIVERY. FOR PAYMENT NO PAYMENT M WILL BE MADE BE ,VED By THE ON TICKETS TURNEDERINAIAFTER DATE OF DELIVERY OF MATERIAL. tA. BY TRUCK PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW ' TYPE OF MATERIAL. GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, AND INSPECTORS INITIALS. SCALE CERTIFICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGH STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, ' TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE WEIGHT LIST SHALL R€ MAi NTAINED IN DUPLICATE WITH ONE SIC'iED COPY TRANSMITTED DAILY TO THE OWNER By THE SCALE ATTENDANT, IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE. THE INSPECTOR SHALL MEASUR: THE TRUCK VOLUME AND CERTIFY AS TO ITS TOLL LOAD DELIVERY B. BY OTHER MEANS METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL BE DETERMINED BY CONYRAC70AII-VNER AGREEMENT BEFORE AWARD OF THE CONTRACT. ' 9-1.03 SCOPE OF PAV ENI IADDITIONAL SECTIONS ' ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND W11.1 RE MADE FOR THESE INCIDENTAL ITEMS. 9-1.0% GAINER'S RIGHT 10 WIIN"OLD CERTAIN AINNINTS (ADDITIONAL SECTION) PARTIAL PAYMENTS ON ESTIMATES MAY RE WITHHELD UNTIL A WORK PRu.RFSS SCHEDULE, AS DESCRIBED IN SFCTION H, HAS BEEN RECEIVED AND APPROVED. ' IN THE EVENT THAT ANY MATERIAL. 04 WORKMANSHIP DOES NOT MEET THE REQUIREMENTS OR SPECIFICATIONS, THE OWNER MAY HAVF THE DPTiON 1O ACCEPT SUCH MATERIAL OR WIIRKMANSHiP if THE OWNER DEEMS SUCH ACCEPTANCE TO BE iN ' THE BEST INTEREST OF ?HE OWNER, PROVIDED THE OWNER MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. SP - 15 LONGACRES 12-i NCH TNANSMISSi ON PIPELINE TECHNICAL PROVISIONS ' AWA STANDARD SPECIFICATIOM THE STANDARD SPECIFiCATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION ' PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION, SHALL RE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH Tor, LABS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE OWNER SO FAR AS APPLICABLE, ARE HEREBY INCLUDED iN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL AND TECHNICAL PROVISIONS HEREIN. ' A COPY OF THESE STANDARD SPECIFICATIONS IS ON FiLE IN THE OFFICE OF THE ENGINEER, RH2 ENGINEERING, 1410 MARKET STREET, KIRKLAND, WA 9E033, WHERE THEY MAY BE EXAMINED AND CONSULTED BY ANY INTERESTED PARTY, WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER, SUCH REFERENCE SHALL RE CONSTRUED TO MEAN THE OWNER OF LONGACRES, AND WHERE REFERENCE IS MADE TO THE ENGINEER, SlICH REFERENCE SHALL BE CONSTRUED 10 MEAN THE OWNER'S DULY AUTHORIZED REPRESENTATIVE, RH2 ENGINEERING. ' NOTE: THE SPECIAL AND TECHNICAL PROViSiJNS HEREINAFTER CONTAINED SHALL aF. IN ADDITION TO OR SHALL SUPERSEDE PROVi Si ONS OF THE STANDARD SPECIF iCATi INS IN CONFLiCI HEREWITH, HEADINGS ' HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES, AND SUB ARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE iNIERPRETATi ON OF IMF CIINTRAC7 DOCIRIENTS. SPECIAL AND TECHNICAL PROVISIONS STRUCTURE ' THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, DIVISION T, i1, lli AND TV OF THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION", THE t SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SEMONS ARE MARKED, "ADDITIONAL SECTION", THE SPECIFICATIONS HEREIN ARE TO At AN ADDITION IT) THE STANDARD SPECIFICATIONS ' NOTED, WHERE SECTIONS ARE MARKED "SUPPLEMENIAL SECTION", THE SPECIFICATIONS HEREIN ARE TO RE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. r 1 LO`iGACRES 12-INCH TRAN;MISSION PIPELINE TECHNICAL PROVISIONS rINDEX rIr.i1N PAGE rSECTION 12 CLEARING AND GAMING TP 1 12.3.02 CONSTRUCTION DETAILS TP 1 r12.3.03 14EASUREMENT AND PAYMENT TP 1 rSECTION 23 CRUSHED SURFACING, BALLASTING AND STOCKPILING TP 2 73.1 DESCRiPTiON TP 2 73.2.02 BALLAST TP 2 r 23.3.02 DEPTH OF LAYERS TP 2 23.3.15 WATER TP 2 23.5 PAYMENT TP 2 rSEX. RPbVAL OF EXISTING STREET MOMENTS TP 3 r 52.2.A1 GFNFRAI TP 3 52.2.07 REMOVAL OF PAVEMENT AND MUDBOXES TP 3 52.2.!1i REMOVAL OF ASPHALT CONCRETE PAVEMENT TP 3 rS2.3 PAYMENT TP 3 r SECTION 54 MENEMf PAICNING TP 4 54.1 DESCRIPTION TP 4 r SA,3.01 GENERAL TP 4 54.3.03 RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE TP 4 54,3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE TP 5 r 54.3.06 INCIDENTAL WORK TP 5 S4.4 MEASUREMENT AND PAYMENT TP 5 rSECTION S6 LANII REMOVAL AID IMILACEMENT TP 6 Sfi.I.O2 SOD REMOVAL AND REPLACEMENT TP 6 r 56.5 PAYMENT TP 6 56.6 LA*SCAPE REPLACEMENT TR 6 56.6.01 "FEASUREMENT AND PAYMENT TP 6 r r ' SECTION 72 PIPE AND FITTINGS FOR WATER MAINS TP 7 72.1 DESCRIPTi ON TP 7 ' 72.3.01 PIPE TP 7 72.3.01A DUCTILE IRON PIPE TP 7 72.3.02 FITTINGS TP 7 ' 72.3.02A DUCTILE IRON PIPE TP 7 72.3.02i PLASTIC FI-M WRAP TP 7 72.4 MEASUREMENT AND PAYMENT TP 8 ' sl�ITON ;1 TRENCH, EXIL VATION. FOUNDATION. BEDDING AND BACVI :Ll iOR WA'EP MIRS 'P Q 1 73.2.04 BANK RON GRAVEL rOR TRENCH BACKFlLL TP 9 73.2.05 5/8" MINUS GRAVEL FOR TRENCH BACKFILL ' OF STREET CROSSINGS TP g 73.3 EXCAVATION TP 9 73.3.01 GENERAL TP 9 73.3.06 EXISTING UTILITIES TP 9 73.3.07 TRENCH EXCAVATION TP 10 73.3.07A ROCK EXCAVATION TP IJ 73.3.09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL TP 10 73.3.10 REDOING THE PIPE TP 10 13.3.10A RIGID PIPE TP 10 73.3.11 BACVtILLING TRENCH TP 11 t 73.3.12 COMPACTION TP 11 73.4 MEASUREMENT TP It 73.4.03 BANK RUN GRAVEL FOR TRENCH SACKFiLL TP 11 73.4.04 5/8" MINUS CRUSHED ROCK FOR TRENCH BACKFiLL ' OF STREET CROSSINGS TP 11 73.S PAYMENT TP 12 73.5.01 BA"C RON GRAVEL FOR TRENCH BACKFiLL TP 12 tSECTION 14 PIPE INSTALLATION FOR WATERMAiNS TP 13 ' 74.1.01 ALIGNMENT TP 13 74.2 CONSTRUCTION TP 13 74,2.02 HANDLING OF PIPE 13 :1.2.06 LAYINr, DUCTILE, IRON PIPE WITH POLYETHLENE ENCASEMENT TP 13 74.2.09 CONNECTIONS TP 13 74.2.09A TO EXISTING MAINS TP 13 74.2.11 HYDROSTATIC PRESSURE AND LEAKAGE TEST TP 14 74.2.12 DISINFECTION OF WATERMAiNS TP 16 74.2.124 REOUIREMENT OF CHLORINE TP 16 ' ?4...12P OECHLORINATION TP 16 74.7.13 CONCRETE BLOCKING TP 16 74.4 PAYMENT TP 17 SECTION 75 VALVES FOR WATERNAINS TP 18 75.2.n3 GATE VALVES 1P 18 75.2.06 VALVE BOXES TP 18 75 '.nB COMBINATION AIR RELEASE AIR VACUUM VALVES TP 18 15.2.11 DOUBLE CHECK BACKFLOI PREVENTOR VALVE TP 19 ' 75.2.12 COMPOUND METER SERVICE 75.3 INSTALLATION OF VALVES TP 19 75.4 PAYMENT TP 19 SECTION 77 FIRE NVORANTS TP 20 77.2 MATERIALS TP 20 77.2.01 MATERIALS FOR HYDRANTS TP 20 77.2.02 END CONNECTIONS 20 TP 20 77.2.06 SIDEWALK FLANGE CONSTRUCTION TP 20 17.3 CONSTRUCTION DETAILS TP 20 77.3.01 SETTING HYDRANTS TP 21 77.3.02 HYDRANT CONNECTIONS TP 21 ' 77.5 PAYMENT ' SECTION 80 MEN AIR) COMUNICATIONS CONDUIT TP 22 80.1 POWER AND COMMUNICATIONS CONDUIT yp TP 22 ' 80.1.01 vVC CONDUIT TP 22 22 90.3 PAYMENT 1 ' LONGACkES CLEARING AND GRUBBING 12" TRANSMISSION PIPELINE AUGUST, 1985 17 CLEARING AND GRUBBING ' 12.3 CLEARING AND GRUBBING 12.3.02 CONSTRUCTION DETAILS (ADDITIONAL SECTION) CLEARING AND GRUBBING OF THE ACCESS AREAS AND THE WORK SiTE SHALL BE ACCOMPLISHED IN ADVANCE OF EXCAVATION AND MGVE IN WITH EQUIPMENT AND ' MATERIALS. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND DISPOSE OF IT AT A SITE WHICH ' MEETS STATE, COUNTY, AND CITY STANDARDS. NO ON-SITE BURNING WILL BE PERMITTED, THE CONTRACTOR SHALL CLEAR AND GRUB AREAS ONLY AS NECESSARY FOR ACCESS, EXCAVATION AND STORAGE OF EXCAVATED MATERIAL. AND FOR STORAGE OF EQUIPMENT AND MATERIALS REQUIRED FOR ACCOMPLISHING THE WORM. THE CONTRACTOR SPILL GRUB AS NECESSARY TO KEEP ORGANIC MATTER OUT OF THE CACKFiLL MATERIALS. ' 12.3.03 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) THE COST OF CLEARING AND GRUBBING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE PROJECT. 1 t 1P i a tLONGACRES CRUSHED SURFACING BALLASTING AND SIOCKPILiNti ' 12-INC4 TRANSMISSION PIPELINE AUG�IST, 1485 23 CRUSHFC SURFACING, BALLASTING ANTI STOCKPILING ' 23.1 DESCRIPTION (ADDITIONAL SECTION) EXISTING SHOD DERS AND GRAVEL SURFACES SHALL BE RESURFACED Wi1H CRUSHED ROCK SURFACING (518 INCHES MINUS) TO A MINIMUM FINISHED THICKNESS OF 3-INCHES ON SHOULDERS. THE FINISHED SURFACE SHALL MATCH THE SLOPE, CROWN AND GRADE OF THE EXISTING SURFACE. 1 23.2.02 RALLASI (REPLACEMENT SECTION) ' BALLAST AND MAINTENANCE ROCK WILL NOT BE REQUIRED. t 23.3.D4 DEPTH OF LAYERS (ADDITIONAL SECTION) WL CRUSHED ROCK MAY BE SPREAD IN ONE LAYER AND SHALL RE A6..OUAIELY BLADED AND MIXED TO OBTAIN EVEN DISTRIBUTION OF THE ROCK. ALTERNATE BLADING AND ' ROLLING SHALL CONTINUE UNTIL THE REQUIRED FINISHED SURFACE AND DENSITY IS OBTAINED. 23.3.15 WATER (PARTIAL REPLACEMENT SECTION) WATER SHALL BE ADDED DURING THE ROLLING OPERATIONS AS NECESSARY, TO OBTAIN ' NECESSARY COMPACTION REQUIREMENTS. 23_S__ _PATIENT (REPLACEMENT SECYIJN) FURNISHING AND INSTALLING CRUSHED ROCK SURFACING (518-INCH MINUS) SHALL RE ' MEASURED AND PAID FOR AT THE APPLICABLE CONTRACT PRICE, PER TON, PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING AND INSTALLING CRUSHED ROCK ON SHOULDERS, GRAVEL DRIVEWAYS, ROADWAYS, ETC. CRUSHED ROCK iN ROADWAY RESTORATION AREAS IS INCLUDED AS PART OF SECTION 54. PAVEMENT ' PATCHING. TP - . 1 LONGACRES REMOVAL OF EXISTING STREET IMPROVEMENTS 1 12-INCH T4ANSMISSION PIPELINE AUGUST, 1985 1 52 1 REMOVAL OF EXISTING STREET iMPROVEIENTS i 1 $2.2.01 GENERAL (ADDITIONAL SECTION) THE CON'2tiCTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY 1 AND DISTRIBUTION OF ALL PAVEMENT REMOVAL. REMOVAL OF EXISTING PAVEMENT SHALL COVER ALL TYPES A.ND THICKNESSES OF PAVEMENT. 1 52.2.02 REMOVAL OF PAVEMENT AND MOOOXES (ADDITIONAL SFCTION) 1 CUT CONCRETE iO A MINIMUM WIDTH WHICH WILL PERMIT THE PROPER EXCAVATION AND BRACT"G OF THE TRENCH. ALL PAVEMENT CUTS SHALL BE SMOOTH, STRAIGHT LINES (SAW CUT) OR TO THE NEAREST CONSTRUCTION JOINT AND SHALL HAVE CLEAN VERTICAL FACES. 1 52,2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT (ADDITIONAL SECTION) 1 CUT PAVEMENT, OR OTHER STREET AND ROAD SURFACES TO A MINIMUM WIDTH WHICH WILL PERMIT THE PROPER Ex AVATION AND BRACING OF THE IRENCH AND ALLOW FOR PASSAGE OF VEHICULAR AND PEDESTRIAN TRAFFIC. ALL PAVEMENT CUTS SHALL BE SMOOTH 1 STRAIGHT LINES (SAW CUT) OR TO THL NEAREST CO,iSTAUCTiON JOINT AND SHALL HAVE CLEAN VERTICAL FACES. 5t PAYMENT (REPLACEMENT SECTION) 1 'I .oST OF ALL PAVEMENT REMOVAL SHALL BE CONSIDERED iNCluENTAL TO THE CONTRACT COST, 1 1 1 YP 1 LONGACR£S PAVEMENI PATCHING 12-14CH IRANSMISSION PIPELINE AUGUST, 1985 1 PAVEMENT PATCHING 54.1 DESCRIPTION (REPLACEMENT SECTION) CITY OF RENTON STANDARDS SHALL BE U',EO WHERE MOOIFICATION OF THE APMA STANDARD SPECIFICATIONS ARE APPLICABLE IN THE CITY RIGHT-OF-WAY. ROADS, STREETS, DRIVEWAYS, SHOULDERS, NAROXES. AND ALL OTHER SURFACED REMOVES, BROKEN, CAVES-IN, SETTLED OR OTHERWISE DAMAGED DUE TO THt ' INSTALLATION OF THE IMPROVEMENTS COVERED BY THIS CONTRACT, SHALL RE REPAIRED AND RESURFACED TO MATCH THE EXISTING PAVEMENT OR LANDSCAPED AREAS AS SET FORTH IN THESE SPECIFICATIONS. *j AREAS ON .'HIS PROJECT. WHFRE DIRECTED BY THE OWNER, iATO TEMPORARY PATCHES e SHALL RE PLACED IMMEDIATELY AFTER BACKFILLING AND COMPACTING AND SHALL BE Af MAINTAINED AT ALL TIMES UNTIL FINAL PATCHING. ■ S4.3.01 GFIERAL (ADDITIONAL SECTION) ALL SHOULDER AND ' EMENT REVOCATION WITHIN THE KING COUNTY ;"1BLIC RIGHT-OF-WAY SHALL nt ACCOMPLISHED IN ACCORDANCE WITH THE TRENrH REPAIR DETAILS OF THE KING COUNTY DEPARTMENT OF PUBLIC WORKS. S4 3.03 RIGID TYPE PAVEMENT RESURFACED WITH ASPWT CONCRETE (ADDITIONAL SECTION) THE FINISHED PATCH ON ASPHALTIC CONCRETE PAVEMENTS SHALL PROVIDE A MINiMOM THICKNESS OF 2 INCHES OF ASPHALTIC CONCRETE OVER RIGID PAVEMENT AFTER COMPACTION. BEFORE PLACEMENT OF THE ASPHALTIC CONCRETE PATCH, THE BASE COURSE MATERIAL 1 SHALL BE SHAPED TO THE SAME SECTION AND SLOPE AS THE FINISHED GRADE AND COMPACTED TO 100 PERCENT MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR COMPACTION TEST, ASTM DESIGNATION D698, METHOD THE ASPHALTIC CONCRETE SHALL BE ROLLED AND CROSSR%LED TO (OBTAIN THOROUGH ' COMPACTION, tv 5 LONGACRES PAVEMENT PATCHING ' 12-INCH TRANSMISSION PIPELINE AUGUST, 198S BASE COURSE MATERIAL SHALL MEET THE REQUIREMENT SET FORTH HEREIN FOR CRUSHED ROCK SURFACING. ASPHALTIC CONCRETE SHALL BE HOT PLANT MIX, CONFORMINS TO SECTION OC, ARIA S'+HOARD SPECIFICATIONS. CLASS "B", PAVING ASPHALT SHALL RE ' GRADE AR AOUO AND * T THE REQUIREMENTS OF SECTION 27. ' SA 0.04 ASPHALT CONCRETE STREETS ON CRANL_AR BASE (ADDITIONAL SECTION) ALL BITUMINOUS STREET SURFACES SHALL BE RE>TOREO WITH CLASS "B" ASPHALT ' INCLUDING LIGHT BITUMINOUS TREATED ROADWAYS. FOR PATCHES LOCATED ALONG THE EDGE OF A ROADWAY, WHERE T40 FEET OR LESS OF THE EXISTING PAVEMENT REMAINS, THE EXISTING PAVEMENT SMALL BE REMOVED AND RESTORED FOR A MINIMUM WIDTH OF FIVE FEET IN THE ROADWAY FROM THE ORIGINAL EDGE OF PAVEMENT. EXISTING ASPHALTIC CONCRETE SURFACES SHALI RE PATCHED WITH ASPHALTIC CONCRETE CLASS B OVER A INCHES OF CRUSHED ROCK BASE COURSE. 1 PLACING AND MAINTAINING TEMPORARY MC COLD PREMIXED ASPHALTIC CONCRETE PATCHES SHALL BE REQUIRED IN ALL PAVEMENT AREAS PRIOR TO FINAL PATCHING. 54J.06 INCIDENTAL WORK (ADDITIONAL SECTION) THE ENDS AND EDGES OF THE PATCHED ANO RESURFACED AREAS SHALL MEET AND MATCH THE EXISTING SJRFACE AND GRADE AND SHALL TERMINATE IN NEAT, EVEN LINES PARALLEL TO, AND AT RIGHT ANGLES TO THE ROADWAY. NO PIECEMEAL PATCHING OR ' REPAIR WILL BE ALLOWED. DAMAGED, DISTURBED, OR OTHERWISE AFFECTED AREAS SHALL HAVE THE EDGES OF EXISTING PAVEMENT TRIMMED BACK TO PROVIDE CLEAN, SOLID, VERTICAL FACES FREE FROM LOOSE MATERIAL. 54_4 _MEASUREMENT AND PAVEMENT (REPLACEMENT SECTION) ' ASPHALTIC CONCRETE SURFACE RESTORATION SHALL BE MEA.wWED AND PAID FOR AT THE CONTRACT PRICE, PER SQUARE YARD; PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE RESURFACING COMPLETE, INCLUDING SUBGRADE PREPARATION, ' ^REPARATiON OF AND CONNECTION TO EXISTING PAVEMENTS, BASE COURSE, TACK COAT, FINISHING AND ALL NECESSARY INCIDENTAL WORK. FURNISHING AND INSTALLING MC COLD MIX FOR TEMPORARY PATCHING SHALL BE ' CONSIDERED INCIDENTAL TO THE PROJECT. THE MAXIMUM PATCHING WIDTH IN TRFNCH AREA WILL RE 5 FEET, EXCEPT AS REQUIRED ' BY DARER STANDARDS. ANY PATCHING DONE BEYOND THIS LIMIT WILL BE DONE AT Tlif CONTRACTOR'S EXPENSE. RESTORATION OF PORTLAND CEMENT CONCRETE. MUDBOXES SHALL BE MEASURED AND PAID ' FOR AT THE CONTRACT PRICE, LAMP SUM. 1 1 LONGACRES LAWN REMOVAL AND REPLACEMENT 1?-INCH TRANSMISSION PIPELINE AUGUST, 1"5 1 56 LAWN REMOVAL AM REPLACEMENT 1 1 56.1.O2 SOD REMOVAL AND REPLACEMENT (PARTIAL P`,,ACEMENT SECTION) EXISTING LAWNS SHALL BE RE-TURFEO AFTER PROPER BACKFiLLING AND SETTLING. THE i OWNER REPRESENTATIVE SHALL DETERMINE WHETHER THE SOD SHALL BE REPLACED WITH EXISTING SOD, NEW SOD, OR SEEDED. i56.5 PAYMENT (REPLACEMENT SECTION) SOD REMOVAL AND REPLACEMENT SHALL BE INCIDENTAL TO THE CONTRACT. i56.6 LIUOSCAPE REPLACEMENT (SUPPLEMENTAL SECTION) 1 EXISTING LANDSCAPING, INCLUDING FENCES, ROCKERIES. PLANTINGS, BUSHES, TREES, ETC., SHALL BE RESTORED TO ORIGINAL OR BETTER-THAN-ORi Gi NAL CUNOITION, 1 56.6.01 MEASUREMENT AND PAYMENT (SUPPLEMENTAL SECTION) iLANDSCAPE RESTORATION SHALL RE IKIOENTAL 10 THE CONTRACT. 1 1 i i 1 TP 6 1 LONGAC RES PIPE ANO FITTINGS FOR WATERMAIN 12-INCH TRANSMISSION PIPELINE AUGU57, 1985 1 12 1 PIPE AND FITTINGS FOR RATER PAIRS 1 72.1 DESCRIPTION (ADDITIONAL SECTION) 1 ALL PIPE SIZES, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN, ARE IN REFERENCE TO "NOMINAL" DIAMETER, UNLESS OTHERWISE INDICATED. 1 ALL PIPE SHALL BE FABRICATED TO FIT THE PLAN SHOWN ON THE DRAWINGS. WHERE RELOCATION OF, OR REPLACEMENT OF, EXISTING PIPING IS NECESSARY DURING CONSTRUCTION, MATERIALS USED SHALL MATCH THE EXISTING, SUBJECT TO THE 1 APPR0IAL OF THE OWNER. 1 72.3.01 PIPE 1 73.3.01A DUCTILE IRON PIPE (PARTIAL REPLACEMENT AND ADDITIONAL SECTION) 4" TO 12" PIPE SHALL BE 1/16" CEMENT LINED. 1 THE PIPE JOINTS SHALL CONFORM TO SPECIFICATION A21.11-1980 (AWWA U11-8O). PIPE JOINTS SHALL BE PUSH-ON JOINT, MECHANICAL JOINT OR AS SHOWN ON THE PLANS. 1 PIPE CLASS SHALL BE AWWA THICKNESS CLASS 52. 1 72.3.02 FITTINGS 1 72.3.02A DUCTILE IRON PIPE (ADDITIONAL SECTION) JOINTS FOR FITTINGS SHALL BE MECHANICAL JOINT AS PER A•!Si SPECIFICATION 1 A21.11-1980 (AWWA C111-80) OR FLANGED JOINT AS PER ANSI A21.15-1982 (AWWA C111-80) WITH RUBBER GASKETS. FITTING JOINTS ARE SHOWN ON THE PLANS. 1 72.3.021 PLASTIC FILM RRAP (ADDITIONAL SECTION) 1 POLYETHYLENE MATERIAL, THICKNESS ANDWIDTH SHALL CONFORM TO ANSI A21.5 OR AWWA C105. i TP 1 LONGACRES PIPE AND FITTINGS FOR NATERMAIN ' 12-INCH TRANSMISSION PIPELINE AUGUST, 198S 72.4 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) MEASUREMENT AND PAYMENT FOR PIPE AND FITTINGS ARE DESCRIBED IN SECTION 74,4, 1 t t 1 t 1 LDNGACRES EXCAVATION AND BACKE ILL FOR WATERMAIN 12-INCH TKANSMISSION PIPELINE AUGUST, 198S ' 73 TRENCH, EXCAVATION, FOINDRTION, BEDDING AND BACKFILL FOR VATERNAINS i 73.2.04 BANK RUN GRAVEL FOR TRENCH BACKFILL (ADDITIONAL SECTIONI i7RENCH BACKFiLL FUR '.HE PIPE SHALL CONSIST OF CRUSHED OR NATURALLY-OCCURRING GRANULAR MATERIAL ROM SOURCES SELECTED BY THE CONTRACTOR. THE SOURCE AND i QUALITY OF THE MATERIAL SHALL of SUBJECT TO APPROVAL BY THE OWNER. TRENCH BACKFILL SHALL MEET RED' -REMENTS FOR RANK RUN GRAVEL. CLASS "B" IN ACCORDANCE WITH SECTION 26 OF THE _7ANDARD SPECIFICATIONS. i73.2.OS S78' MIMUS GRAVEL FOR TRENCH SACKFILL OF STREET CROSSINGS (ADDiTiONAL SECTION) iTRENCH RACKFiLL FOR STREET CROSSINGS SHALL CONSIST OE SIB" MINUS CRUSHED ROCK MANUFACTU^ED IN ACCORDANCE WITH SECTION 23-2.01. THE MATERIAL SHALL BE i UNIFORM iN QUALITY AND SUBSTANTIALLY FREE FROM WOQO, ROOTS AND OTHER EXTRANEOUS MATERi A',_S. i13.3 EXCAVATION 73.3.01 GENERAL (ADDITIONAL SECTION) THE OWNER SHALL HAVE COMPLETE CONTROL OVER THE EXCAVATING, MOVING. PLACING, AND DISTRIBUTION OF ALL MATERIALS AND SHALL DETERMINE THE SUITABILITY OF MATERIAL TO BE USED AS RACKFILL . i73.3.06 EXISTING UTILITIES (ADDITIONAL SECTION) THERE ARE VARIOUS PLACES SHOWN ON THE CONSTRUCTION DRAWINGS WHERE THE NEW i WATER LINE WILL CROSS OR CONNECT TO EXISTING FACILITIES. ALL ELEVATION AND LOCATION INFORMATION SHOWN IS CALCULATED FROM PRIOR CONSTRUCTION RECORDS WuICH ARE NOT ALWAYS ACCURATE. THEREFORE, ALL CROSSING OR CONNECTION LOCATIONS MUST BE EXCAVATED AND VERIFIED BY THE CONTRACTOR PRIOR TO LAYING OF PIPE IN THE NEAR VICINITY OF THESE CROSSINGKONNECTIONS. 1 WAI ' LORGACRES EXCAVATION AND RACKS ILL FALGUSIE 199S 12-INCH TRANSMISSION PIPELINE 73.3.07 TRENCH tXCAVATION (ADDITIONAL SECTION) TEMPORARY DRAINS AND DRAINAGE DITCHES SHALL RE 'INSTALLED TO iNIERCEPT OR DIRECT SURFACE AND/OR SUBSURFACE WATER, WHICH MAY AFFECT THE PROMOTION OR CONDiTiOh OF THE WORK, THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS 10 THE CHARACTER, )UANTITY, AND DISTRIBUTION OF ALL MATERIALS TO RE EXCAVATED. 13.3.07A ROCK EXCAVATION (ADDITIONAL SECTION) ' ANY SOt 10 ROCK EXCAVATION, EXTRA EXCAVATION. UIF ORESEEN OBJECTS, OR UNSUITABLE MATERIALS ENCOUNTERED SHALL RE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE OWNER. ' 73.3.09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (ADDITIONAL SECTION) ALL EXCESS OR UNSUITABLE MATERIAL SHALL BE DISPOSED OF AT A SITE APPROVED BY THE OWNER. AT T14E NCH ' IN CASE BOTTOM, THE�OWNER LE OR )MAY(TABLE DIRECT EXISTING USE MATERIAL SUITABLE F D FOUNDATION M 1EP� L. UNSUITABLE MATERIALS SHALL BE CXCAVATED BY THE CONTRACTOR AS DIRECTED BY 1HE ' OWNER TO GIVE BACKFILL FULL BEARING ON SOLID GROUND. OLD FILLS, WASTES, OR WHEN)TABU JUDGMENT Of, THE OWNER, LOGS, STUMPS, MATERIALS WILLLR 'KK WILL R THE STABILI T ED TY OF , IN IHE BACKFILL. WET TRENCH CONDITION WILL NOT NECESSARILY BE CONSIDERED CL AS AN TOR"BSON OF t UNSTABLE CONDITIONS. FOUNDATION MATERIAL SHALL 8E CLASS "0." OR "8"; THE TRENCH SHALL RE DE-WATERED AND INSPECTED BY THE OWNER TO DETERMINE THE SUITABILITY OF THE TRENCH MATERIAL. 73.3.10 BEDDING THE PIPE 13.3.I0A RIGID PIPE (ADDITIONAL SECTION) THE QUADRANT BOTTOM OF THE (PHE IPETRENCH MUST BE SHAPED 10 THROUGHOUT THE ENTIRE PIPE UNIFORMLY SUPPORT THE BOTTOM SELECT NATIVE MATERIAL MAY BE USED FOR BEDDING OF OUCTILE IRON PIPE PROVIDED ' IT CONFORMS TO SECTION 73,2.02A. 1P - 10 IONGACRES EXCAVATION AND RACKFILL FOR WATERMAiN 12-iNCH TRANSMISSION PIPELINE AUGUST, 1985 73.3.11 BACKFILLING TRENCHES (ADDITIONAL SECTION) ' TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH KING COUNTY STANDARDS, EXCAVATED MATERIALS THAT ARE FREE FROM MOO, MUCK, ORGANIC MATTER, BROKEN BITUMINOUS ' SURFACING, STONES LARGER THAN 8 INCHES IN DIMENSION, AND OTHER DEBRIS SHALL BE USFD FOR BACKFILL EXCEPT WHERE OTHERWISE REQUIRED. BACKFILLING OF OPEN EXCAVATED STREET CROSSINGS SHALL BE IN ACCORDANCE WITH City OF RENTON STANDARDS AND SHALL CONSIST OF THE PLACEMENT AND COMPACTION OF 100 PERCENT 5/8-INCH MINUS CRUSHED ROCK FOR THE WIDTH OF THE STREET CROSSING. 73.3.12 COMPACTION (ADDITIONAL SECTION) INITIAL BACKFiLL SHALL BE PLACED AROUND THE PIPE IN LAYERS NOT EXCEEDING 8 INCHES IN DEPTH, AND EACH LAYER SHALL BE THOROUGHLY COMPACTED BY MECHANICAL TAMPERS TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR COMPACTION TEST. ASTM D698, METHOD ' D. ALL WORK RELATED TO THE TESTING OF THE COMPACTION, INCLUDING PROCTOR TESTS AND COMPACTION TESTS, SHALL RE TAKEN IN THE PIPE TRENCH AREAS. THE LOCATION OF THE TESTS SHALL BE SELECTED BY THE OWNER; THE FIRST COMPACTION TEST AT EACH LOCATION SHALL BE PROVIDED BY THE OWNER AT NO EXPENSE TO THE CONTRACTOR. SHOULD ONE DR MORE OF THESE TEST FAIL TO MEET THE SPECIFICATIONS, ADDITIONAL TESTS WILL RE TAKEN AS REQUESTED BY THE OWNER AT THE CONTRACTOR'S EXPENSE. IN PLACE DENSITY DETERMINATION SHALL 8E MADE IN ACCORDANCE WITH ASTM D1556. EXCEPT AS OTHERWISE APPROVED RY THE OWNER. TESTING FOR COMPACTION IN THE IMPROVED AREAS SHALL BE IN ACCORDANCE WITH THE TESTING AS STATED IN THE PARAGRAPH ON 14i TIAL RACKFILL. WHEN WORKING iN EITHER THE OWNER OR COUNTY RIGHT-OF-WAY, THE APPLICABLE AGENCY'S SPECIFICATIONS FOR COMPACTION SHALL BE FOLLOWED BY THE CONTRACTOR. 73.4 MEASUREMENT i 73.4.03 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) MFASUREMENT OF "BANK RUN GRAVEL FOR TRENCH BACKFILL" SHALL BE BY THE TON MEASURED IN THE TRUCKS AT THE POINT OF DELIVERY. 1 73.4.04 5/8-INCH MENUS CRUSHED ROCK FOR TRENCH BACKFILL OF STREET CROSSINGS (REPLACEMENT SECTION) 1 MEASUREMENT OF 5/8-INCH MINUS CRUSHED ROCK SHALL BE BY THE TON IN THE TRUCKS AT THE POINT OF DELIVERY. 1 t TP - IT ' LONGACRES EXCAVATION AND BACKFILL FOR WATERMAIN 12-INCH TRANSMi SSION PIPELINE AUGUST, 1985 73.5 PAYMENT iNO SEPARATE PAYMENT WILL BE MADE FOR CLEARING AND GRUBBING, REMOVAL OF EXISTING STREET IMPROVEMENTS, FURNISHING AND INSTALLING SAND CUSHION, ' PROTECTION OF EXISTING UTILITIES AND SERVICES, TRENCH EXCAVATION AND BACKFILL, BEDDING THE PIPE AND COMPACTING THE BACKFILL. THESE ;TENS SHALL ALL BE CONSIDERED AS INCIDENTAL TO THE WORK OF CONSTRUCTING THE WATER MAIN AND ALL COSTS THEREOF SNAIL BE INCLUDED IN THE PAYMENT AS SPECIFIED IN SECTION 74-4. 73.5.04 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) THE PRICE PER TON SHALL BE FULL COMPENSATION FOR FURNISHING AND PLACING THE BACKRUN GRAVEL AS OUTLINED IN SECTION 26.2.01 OF THE STANDARD SPECIFICATIONS AND 5/8" MINUS CRUSHED ROCK. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR COMPACTING, WETTING, CRYING, WATER, PROCESSING OR MATERIALS, OR REMOVAL OF UNSUITABLE SOILS. SHOULD THE CONTRACTOR EXCAVATE BELOW THE DESIGNATED LINES AND GRADES WITHOUT PRIOR APPROVAL, HE SHALL REPLACE SUCH EXCAVATION WITH THE NATIVE MATERIAL OR ' iMPORTED BACKFILL, AS DIRECTED BY THE OWNER AND AT THE CONTRACTOR'S EXPENSE. IMPORTED BACKFILL SHALL BE PLACED ONLY IN THOSE PLACES DESIGNATED BY THE OWNER, NO PAYMENT WILL BE MADE FOR MATERIALS REPLACED OUTSIDE OF THE ' VERTICAL PLANES, 1 FOOT OUTSIDE OF AND PARALLEL TO THE BARREL OF THE PIPE AMC) NOT THE BELL OR COLLAR. NO PAYMENT SHAH BE MADE FOR MATERIAL WHICH IS USED FOR PURPOSES OTHER THAN THOSE DESIGNATED. 1 1 !V - 12 LONGACRES PIPE INSTALLATION FOR WATERMAIN I?-INCH TRANSMISSION PIPELINE AUGUST, 1985 ' 74 ' PIPE INSTALLATION FOR WATERMAINS ' 74.1.01 ALIGNMENT (SUPPLEMENTAL SECTION) THE LOCATION OF THE WATERMAINS, VALVES AND FITTINGS, INCLUDING MOD[1:CATIONS, WILL BE STAKED BY THE OWNER WIDEN REQUESTED BY THE CONTRACTOR. PIPES SHALL BE LAID TO SPECIFIED GRADE ANC ALIGNMENT. REPLACEMENT OF STAKES LOST OR ' DESTROYED SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 74.2 CONSTRUCTION 74.2.02 HANDLING OF PIPE (ADDITIONAL SECTION) JOINTING SHALL CONFORM TO THL MANUFACTURER'S RECOMMENDATIONS. THE OPEN ENDS OF PIPE AND FITTINGS SHALL BE PLUGGED WITH A TEMPOeARY WATERTIGHT PLUG t WHENEVER WORK iK STOPPED ANDIOR WHEN WATER IN THE TRENCH THREATENS TO ENTER THE PIPE. THE INSPECTOR KILL STOP WORK UNLESS AN APPROVED PLUG IS ON SITE AND AVAILABLE. 74.2.06 LAVING DUCTILE IRON PIPE WITH POLYETHLENE ENCASEMENT (REPLACEMENT SECTION) THE POLYETHYLENE ENCASEMENT SHALL BE INSTALLED ON ALL PIPE AN, APPURTENANCES SUCH AS PIPE LATERALS, COUPLINGS, FITTINGS, AND VALVES, IN 4CCORDANCE WITH ' SECTION 5-4 OF ANSI 21.5 OR AWWA C105. 14.7.09 CONNECTIONS ' 74.2.09A TO EXISTING MAINS (ADDITIONAL SECTION) ' CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING DIMENSIONS AND ELEVATIONS TO ASSURE PROPER FIT. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THE EXCAVATION, BEDDING AND BACKFILL AND PROVIDE CONCRETE BLOCKING FOR THE CONNECTIONS 10 EXISTING MAINS. THE CITY OF RENTON WILL CUT THE EXISTING MAIN AND ASSEMBLE ALL MATERIALS. ' TP - 11 t 1 LONGAC RES PIPE INSTALLATION FOR WATERMAiN 12-INCH TRANSMISSION PIPELINE AUGUST, 1985 i 1 74.2.11 HYDROSTATIC PRESSURE AND LEAKAGE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED 114M, .A HYDROSTATIL PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY WILL OPERATE OR 1 IN NO CASE Sri ALL THE TEST ' RESSURE BE LM THAN 200 PSI. ALL PUMPS, GAUGES PLUGS, SADDLES, CORPORATION STOPS, MISCCLLANEOUS HOSE AND PIPING, AND OTHF" EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED 1 BY THE CONTRACTOR. THE PIPELINE SHALL BE BACKFiLLED SUFFICIENTLY TO PREYS NT MOVEMENT OF THE PIPE UNDER PRESSI"_. ALL THRUST BLOCKS SHALL BE IN PLACE AND TIME ALLOWED ' .R THE 1 CONCRETE TO URE BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND REMOVE TT AFTER TESTING. tTHE MAINS SHALL BE FILLED WITH WATER AND ALLOWED TC STAND UNDER PRESSURE FOR A MINIMUM OF 24 HOURS TO ALLOW THE ESCAPE OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE N NER WILL FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PJRPOSES AT A TIME OF PAY WHEN SUFFICIENT QUANTITIES OF WATER ARE AVAILAB, E FOR NORMAL SYSTEM OPE'ATTON. 1 BEFORE APPLYING THE SPECIFIED TEST PREi.^RE, ^ iBAI'_ BE EXPELLED COMPLETELY VALVES FROM THE PIPE, AND HYDRANTS. IF "FP- 14 R VENTS ARE NOT LOCATED A- ALL HIGH POINTS, THE CONTRACTOR SHALL � CORPORATION COCKS AT SUCH 1 'OiNTS SO THAT THE AIR CAN BE EXPELLED AS _ LINE IS FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS SHALL BE REMOVED AND PLUGGED OR LEFT IN PLACE Al THE 1 DISCRETION OF THE OWNER. THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED 1 .'RESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUMP THE MAIN UP TO THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SHALL BE OBSERVED 1 TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUMPING OR PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER SHALL BE STERILIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 50 '%/L. 1 THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER OF 1 SUITABLE SIZE SUCH THAT ACCURATE "^' UME MEASUREMENTS CAN BE MADE BY THE OWNER, OR 2) BY PUMPING THRCUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP UNIT HAND REGISTERING ONE GALLON PER REVOLUTION. THE METER SHALL HE 1 APPROVED BY THE OWNER. ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: 1 1. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE. 1 TP - 14 1 eLONGACNES PIPE :NSIALLATION FOR WATERMAIN 12-INCH TRANSMISSION PIPELINE AUGUST, 1995 v.fz-a.ALLOWABLE,LEAKAGE PER 1000 xFT OF=PIPELINE' iGPH NOMINAL PIPE DIAMETER . IN. ' AVERAGE TEST PRESSURE-PSI 6 H 10 12 16 20 24 450 0.95 1.27 t.59 1.91 2.55 3.11 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 O.B4 1.12 1.40 1.69 2.25 2.81 3.37 ' 215 D.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.,1 0.95 1.19 1.42 i•80 2.25 2.85 225 0.63 0.90 1.13 1.35 t 70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR, FOR THOSE DIAMETERS OR PRESSURES NOT 4IST£O BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARD SPECIFICATIONS. ---------------------------------- t 2. THE LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD. GAUGES 'JSED IN THE TEST MAY BE REOUIRED TO BE CERTIFIED FOR ACCURACY AT A ' LABORATORY BY THE OWNER. ANY VISIBLE LEAKAGE DETECTED SHALL BE C9RRECT0 BY THE CONTRACTOR TO THE SATISFACTION OF THE ABOVE. SHOULD THE 1ESTF £DSECTIONC AES OF E ALLOWABLE I13 MEETTHEPRE LE AKAGE SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE ' DEFECTS AND THEN RETEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAI`,T THE HYDRANT VALVE. AFTER THE 1E" HAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH iN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN TPE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE ^;5FERENTi AL ACROSS 1HE VALVt DOES ROT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. ' SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET, THE OWNER AAY REOUiRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S CREWS, BE TESTED IN ORDER TO OUALIFY ' THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1.000 FEET UNTIL THE FIRST SECTION HAS BEEN TESTED SUCCESSFULLY. TP • 15 I Is I LONGACRES PIPE 14STALLATION FOR WATERMAiN 12-INCH TRANSMISSION PIPELINE AUGUST 198S PRIOR TO CALLING THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL ' HAVE ALL EQUIPMENT SET UP, AND COMPLETELY READY FOR OPERATION AND SMALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. DEFECTIVE MATERIALS OR WORKMANSHIP, DISCOVERED AS A RESULT OF HYDROSTATIC FIELD TEST, SMALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. WHENEVER IT ' IS NECESSARY TO REPLACE DEFECTIVE MATERIAL OR CORRECT THE WORKMANSHIP, THE HfDROSTATiC TEST SHALL BE RE-RUN AT THE CONTRACTOR'S EXPENSE UNTIL A SATISFACTORY TEST IS OBTAINEC. ' 74.2.12 DISINFECTION OF WATER MAIMS (PARTIAL nEPLACEMENT SECTION) DISINFECTION OF THE NEW WATER SYSTEM SHALL 1 REWIRED PRIOR 10 COMPLETION OF THE PROJEC' AND SHALL RE IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C601.81 AND SHALL MEET THE ACCEPTANCE OF THE STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES. DISINFECTION OF THE ENTIRE WATER SYSTEM INSTALLED 04 DISTURBED UNDER iH,t CONTRACT, INCLUDING PIPE, PIPE FITTINGS, VALVES AND APPURTENANCES IS REQUIRED ' TO CONFORM WITH THE SPECIFICATIONS STATED HEREIN. ' 14,2.128 REQUIREMENT OF CHLORINE (REPLACEMENT SECTION) THE. i4ilihL CONCENTRATION OF CHLORINE IN THE WATE4 SHALL BE 60 PARTS PFR MILLION AND 'HIS SOLUTION SHALL BE HELD FOR A PERIOD OF 24 HOURS. 74.2.12P OECKORE NATION (SUPPLEMENTAL SECTION) ' DECHLORINATiON OF ALL WATER USED FOR DISINFECTION SMALL BE ACCOMPLISHED IN ACCORDANCE WITH THE (TAMER'S STANDARD DETAIL INCLUDED IN IHiS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM DRAINAGE ' SYSTEM OR ANY WATERWAY. ' 14.2.13 CONCRETE BLOCKING (ADDITIONAL SECTION) PROVIDE CONCRETE BLOCKING AT ALL FITTINGS AND HOR110141AL OR VERTICAL ANGLE ' POINTS. CONFORM TO THE STANDARD DETAIL FOR GENERAL BLOCKING HEREIN AND THE APWA STANDARD DETAILS FOR VERTICAL BLOCKS. ALL FITTINGS TO BE BLOCKED SHALL BE WRAPPED WITH A-Nil POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL RE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING MATERIALS AND SHALL ' NOT BE POURED AROUND JOINTS. THE FORMS SHALL BE STRIPPED PRIOR TO B AC XF I LL I HG. SHACKLE RODS, WHERE REQUIRED, SHALL BE INSTALLED WITH THE USE OF SHACKLE LUGS. ALL SHACKLE RODS SHALL. BE GALVANIZFD OR COATED WITH TWO COATS OF ASPHALT VARNISH. ' Y. - 16 ' IONGACRES PIPE INSTALLATION FOR WATERMAIN 12-INCH TRANSMISSION PIPELINE AUGUST, 1985 1 74,4 PAYMENT THE PRICE PER LINEAL FOOT FOR iNS?ALLING THE DUCTILE IRON PIPE. OF SIZE AND QUANTITY LISTED, SHALL CONSTITUTE FULL COMPENSATION FOR THE WATER LINE, IN PLACE, COMPLETE, INCLUDING: ALL P 'FMENT REMOVAL, EXCAVATION, FOUNDATION PREPAP;TiON, PIPE, PLASTIC FILM ENCASEMENT, PIPE LAYING, AND JOINTING; SHEETING, SHORING, AND DE-WATERING, CONNECTIONS TO EXISTING PIPING, AND ' FURNi S'!ING AND 14STALLIM� ALL FITTINGS. CONCRETE RLOCKING SHALL BF INCIDENTAL TO THE PIPELIMF COSTS. SHACKLE ROCS SHALL RE INCIDENTAL TO THE PROJECT. PAYMENT SMALL CONSTITUTE FULL COMPENSATION FOR FURNISHING ALL NECESSARY MATERIALS IN PLACE, COMPLETE. 1 a i rLONGACRES VALVES FOR WAIERMAiNS 12-INCH 1RANSMiSSi ON PIPELINE AUGUST, 198S r r ,5 rVALVES FOR WATERMAINS rIS.2.03 SATE VALVES (ADDITIONAL SECTION) r VALVES SHALL RE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE MUELLER COMPANY NO. A-2380. IOWA NO. 14. PACIFIC STATES, U.S. METRO, KENNEDY OR M. A H. rAPPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL RE OBTAINED PRIOR TO BID OPENING. r ALL GATE VALVES LESS THAN 12-i NCH 1N DIAMETER SHALL INCLUDE AN 8-i NCH X 24-INCH CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED, UNLESS OTHERWISE SHOWN ON PLANS, ALL 12-i NCH DIAMETER AND LARGER GATE VALVES r SHALL BE INSTALLED IN A VAULT. SEC WATER STANDARD DETAIL FOR 12-INCH GATE VALVE ASSEMBLY VAULT AND 1-INCH BYPASS INSTALLATION. r GATE VAL,;S INSTALLED IN METER BYPASS SHALL BE INSTALLED WITH A MUELLER VALVE PP .iTiON INDICATOR POST. r15.2.06 VALVE BOXES IPARTik REPLACEMENT SECTION) ALL VALVES SHALL HAVE VALVE BOXES AND EXTENSIONS AND VALVE MARKERS WITH r DISTANCES CLEARLY MARKED IN ACCORDANCE WITH THE STANDARD DETAIL TITLED, "GENERAL MISCELLANEOUS DETAILS". WHICH IS INCLUDED IN THIS OOCUMENI. r75.2.06 CONH1104TTOR AIR RELEASE AIR VACUUM VALVES (ADDITIONAL SECTION) MATERIALS COMPRISING THE 1-iNCH AIR AND VACUUM RELIEF ASSEMBLY SHALL rCONFORM TO TNF WATER STANDARD DETAIL OR AS APPROVED BY THE OWNER. ALL EXPOSED PIPING AND METAL OF THESE ASSEMBLIES INCLUDING, METER BOX LIDS, ' SHALL BE FIELD PAINTED WITH 2 COATS OF PRESERVATIVE PAINT NO. 43-114, INTERNATIONAL YELLOW. r75.2.11 DOUBLE CHECK BACOFL(M PREVENTOR VALVE (ADDITIONAL SECTION) DOUBLE CHECK BACKFLOd PREVENTOR VALVE ASSEMBLY SHALL BE EQUAL TO HEPSEY N0. r2. VALVES SHALL RE FLANGED AND COMPLETE WITH FOUR TEST COCKS. r TP - 18 r r LONGACRES VALVES FOR WATERMAINS 12-INCH TRANSMISSION PIPELINE AUGUST, 1985 ' 75.2.12 COMPOUND METER SERVICE COMPOUND METER SERVICE SHALL RE EQUAL TO HERSEY PRODUCTS, INC. MODEL WT. 4TFR SHALL BE FLANGED. ' 75,3 INSTALLATION OF VALVES (ADDITIONAL SECTION) ! VALVES SHALL BE INSTALLEU IN THE PIPELINE. ALL VAULTS SHALL HE SET PLUMB ON A COMPACTED GRAVEL FOUNDATION. THE VALVE OPERATING NUT SHALL BE OFFSET 3" FROM THE CENTERLINE OF THE VAULT AS SHOWN IN THE STANDARD DETAIL. AIR AND VACUUM RELIEF ASSEMBLIES SHALL BE INSTALLED Al THE HIGH POINT OF THE WATER MAI, AT THE LOCATION SHOWN ON THE PLANS OR Al SUCH ADDITIONAL t LOCATIONS DIRECTED BY THE OWNER. THE VALVE ASSEMBLY, VAULT AND RISER SHALL RE LOCATED ADJACENT THE WATER MAIN AT A POINT HIGHER THAN THE WATER RAIN AND IN A LOCATION PROTECTED FROM VEHICLE OR OTHER POTENTIAL DAMAGE. THE ' LOCATION WILL GENERALLY BE ON THE BACKSIDE OF THE ROADWAY DITCH. INSTALLATION LOCATION SHALL RE APPROVED BY THE OWNER. ' 75.4 PAVNENT (REPLACEMENT SECTION) THE GATE VALVE ASSEMBLIES OF THE SIZE LISTED SHALL BE MEASURED AND PAID FOR ' AT THE APPLICABLE UNIT PRICE PER EACH, IN PLACE, COMPLETE, WHICH SHALL CONSTITUTE FULL CMPENSATION FOR VALVE, VAULT AND ALL OTHER NECESSARY ACCESSORIES FOR A COMPLETE INSTALLATION. HYDRANT AUXILIARY VALVES WILL BE ' PAID FOR UNDER FIRE HYDRANT ASSEMBLIES. AIR VACUUM ASSEMBLIES SHALL BE MEASURED AND PAID FOR AT THE APPLICABLE UNIT PRICE PER EACH, IN PLACE. COMPLETE, WHICH SHALL CONSTITUTE FULL ' COMPENSATION FOR ALL PIPE, FITTINGS, AIR VACUUM ASSEMBLY, VAULT, AND ALL OTHER NECESSARY ACCESSORIES FOR A COMPLETE INSTALLATION. THE CONTRACTOR SHALL BE PAID FOR ALL PERMANENT INSTALLATIONS ONLY. TEMPORARY BLOW-OFF ' INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. DOUBLE CHECK BACKFLCW PREVENTOR AND COMPOUND METER SERVICE ASSEMBLY SHALL BE MEASURED AND PAID FOR LUMP SUM, IN PLACE AND COMPLETE, WHICH SHALL CONSTITUTE FULL COMPENSATION FOR ALL PIPE. FITTINGS, DOUBLE CHECK VALVE, COMPOUND METER, VAULT, AUXILIARY VALVES AND ALL OTHER NECESSARY ACCESSORIES FOR A COMPLETE INSTALLATION. 1 ' TP - 19 LONGAC RES FIRE HYDRANTS 12' TRANSMISSION PIPELINE AUGUST, 1985 77 ' FIRE HYDRANTS 77.2 MTERIALS 77.2.01 MATERIALS FOR HYDRANTS (REPLACEMENT SECTION) ' MATERIALS COMPRISING THE FIRE HYDRANT ASSEMBLY SMALL CONFORM TO THE WATER STANDARD DETAILS (SEE ATTACHED DETAILS). FIRE HYDRANTS SHALL RE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6-INCH INLEI AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7-1/2 THREADS PER INCH AND ONE 4-INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4,6263, 1-114 INCH PENTAGON OPERATING NUT AND OPENING BY TURNING ' COUNTER CLOC*ISE (LEFT). FIRE HYDRANTS SHALL BE ICMA, PACIFIC STATES OR APPROVED EQUAL. APPROVAL MUST ' BE OBTAINED PRIOR TO BID OPENING. 17.2.02 END CONNECTIONS (ADDITIONAL SECTION) ' HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTiON UNLESS OTHERWISE SPECIFIED IN BID PROPUSAL DfSCRiPI;ON. ' 71.2.06 SIDEWALK FLANGE CONSTRUCTION (ADDITIONAL SECTION) FIRE AND PROVISIONSNTSHALLALBE BE OF FORALDRAINAGE OF BARREL KTOL PRGOTECT CONNECTION UNITS FROM FREEZiNG. ' 77.3 COWWWTION pE)ARS 17.3.01 SETTING NYORANTS (ADDITIONAL SECTION) ' HYDRANTS SHALL RE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-71, SECTIONS 3.7 AND 3.8.1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS CLMIPLETIONLOFEIMFiNTED IN PROJECT, ACCORDANCE FIR EHY➢RANTS THE S14ALLWATER BE PAINTED WAIL. THE OWNER SPECIFICATIONS AND GUARD POSTS PAINTED WHITE. FIRE HYDRANTS SHALL BE OF SUCH TP - 20 1 LONC.ACRES FIRE HYDRANTS 12" TRANSMISSION PIPELINE AUGIiSI, 1985 LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 6-, R-, AND 10-INCH PIPING IN TRENCHES 3-1/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL RE FOR A A-1/2 FOOT BURY FOR 12-INCH AND LARGER PIPE UNLESS OTHERWISE NOTED ON THE PLAN. ' 17.3.02 HYDRANT CONVECTIONS (ADOiTIONAL SECTION) FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (MJ X FL), 6-INCH GATE VALVE (FL ' X MJ), 6 FOOT C." SPOOL (PE X PE). 5-I4CH N.V.(), FIRE HYDRANT ,MJ CONROOK WITH�ACCEBSSORIES AND NoCONCREtTE GUA ARD VALVE RD POSTS.BOX. NTT 3SHACI SHACKLE SHACKLE ROOS AS SPECIFIED IN SECTION 74.2.Il. ' 77.5 PAYMENT (REPLAC.MENT SECTION) FIRE HYDRANT ASSEMBLIES SHALL B° PAID FOR AT THE APPLICABLE UNIT PRICE PER EACH ASSEMBLY, IN PLACE. WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE ' TEE, VALVE. VALVE BOX, NIPPLE. HYDRANT, SHACKLING, BLOCKING, BRACING AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. 1 1 1 1 LONGAC RES POWER AND COWI%ICAT(ONS CONOUII AUGUST, I96S 12_j NCN TRANSMISSION PIPELINE 1 so MIEN AND COMMICATIONS CONOOET po_lt AID Col MINICATIONS CONDUIT (SUPPLEMENTAL SECTION) ' 90.1.01 •YC CONDUIT ' PVC TELEMETRY AND POWER CONDUIT SMALL RE RIGID PVC CONDUIT, SCHEDULE 40,AND Ul LISTED FOR NON-CONCREIE ENCASED. UNITE AND ULDNLDiSTEDUND ,RANO MARKEn FOR USSEECT SURIIDWIITHH DIRECT SUNLIGHT EXPOSED USE. NI PPPLES, ANDAYOT ER F9I TINGS( MEETING INSULATION. USE UREGOIREME14% OF EMA STC?. TC3. ' FEDERAL SPECIFICATIONS WC1094, AND APPLICABLE SECTIONS OF UL, NEC AND ASTM STANDARDS. CONDUIT SHALL RE OF THE SOLVENT WELD TYPE FOR USE WITH THE SOLVENTS THE RECOMMEEND(ENDIS BY 'FOR SOLVENT MANFWEl QLNG 10 PROVIDE 1STRUCTURALLHE Y(SEOUND.PWATERTIGHTT ' JOINTS. INSTALL CONDUIT AS SHOWN ON THE PLANS AND AS NECESSARY 10 PROViDF A CONDUIT ' RACEWAY FOR THE NUMBER AND TYPES OF WIRES SPECiF(E0. MINIMUM DEPTH OF RURY FOR THE CONOU(1 SHALL RE 24 INCHES. __.__FR'l1ENt THE PRICE PER LINEAL FOOT FOR iNSTALLING THE CONDUIT SHALL CONSSIIjulL FULL ' CO(WENSAT(ON FOR Iri' CONDUIT :N PLACE COMPLETE iNCLUQING: PLACEMENT, AND JOINING. 1 TD ".' STANDARD DRAWINGS I ' _ n•Yrru I: r•Ir wr1 rr wll.rw 4N ra w..tM4N N..41.44•• yn rw Nw. . H wa I\y,�/ �r+�rlNYuwoµr tH. w trwn N w�xtl,l�n INN MY4w WY M / IIrIR. N« PLAN ELEVATION ' FIRE HYDRANT GUARD POSTS A Hnlf NM\W!nY FlN n nY.y Y fNNYp � r )ww.r rHwY4 r�P roll«r w1 4 V!1 MYW. M 1! V4 Ira1Nq Pnwy Y \ ! HfW.«i Yilq'NYxVw Mw.lanp.)1,�4�Mw1 n q M.M1 ww M fMl1 M rY! yp.4bY f1M1 Y .w1a,nM1Y41M4 nor P MWn CUT i "�NPw\PP!ll.rw . 1..41 Ynw.• •1 wMw.Ifn.4P M„4•,1114t , I.rwrY lY1yM,wN 41nw H�• fwtyn RYiNi y'tMYn NM«4 t«trM«N • • MN WN. I.Yw t 4tlrtNi a. 11 N,I4•.,« IYH wNIt.1!(! YIN«N It `^ W4�L\Nt N'wG n I♦' tM N' IMI!11 Plf.Jy« ' �l MrwOY\ rM.w Y Lj�l FIRE HYDRANT ASSEMBLY FILL FIRE HYDRANT LOCATION IN CUT OR FILL I WATER STANDARD DETAIL ' CITY OF RENTON I ° DEPARTMENT OF PUBLIC WORKS ... CONCRETE 0,0^III14G SIZING PROCEDURE • N!61 Elk �.wY».n...r• w W..waJ,».,..,.MN• CAP r .l.w - ,.hM: YI•Yw it .wW. a •Y J 1Y,.n r.r.«u Na.hu a aY N.• a»,wa »•N,a = •M MY�w,^ w N..w \...r. ..»a U•e[NO �N•H•• m ,n•aa n qo , VW\Wvl nE 1 N. • IhmN•N.•,.uwx Nl, 61N0 e0• NNO ,. ..Y J aw•...w. .•. Ycr`.:«s`s,p-rn T•� FIGURE I IwN. C( .1..... ..»,!.!w•.,Y NOrL SE vEnt KJI e[rO5 e131C,1iN4. 1 xv.J Ir•m e,�n N.,. •IV'•w...........I � ET OM"SiWhYO N.W Ip 13 TABLE I \. N..,.r.rw.,Iw•N.u..•. M•w`.N.. ohnl .•.•nN •N�wN .• ,•�w �..»s. •1n.N.••!.•1\ItV \wl \ ,x11 r�N•• Y' N.,•• Mal l•N NY NY x•• 1\Mal 1' Is 1,,11 I.M ,.•N IV ♦p N Y..,w�w..,aw•.,r...w....w r IN TY• +I,w •,N• %iw ,.w• ,,.•R \.Nr Lrx ., myyt !rl • P.1x R.1P 16W IMP a.1M •.IM.N,•„•M wi `I IV .f) N.YR H.1V II.IN )t. op M I.H6 b1a,•.Nw•I M•1'NN a l•1�• I\NIL.•.)\h _ tN N.Ir l•• N,•P •.IN Y.•IYI•. M INaay•m. •IN n,,Y aN.Y• Y\ •I.IV Y.M N.W .I.IM •H. r• •P NN ',u�..rxw.mw o.n.r n. rirui. Ir,• V••� w x' Iw Y.fN n••P R.W q. .,H W N..—.. 1.MI,N It' Ne Y.W M.M •I.M• N.{N n.W •Y•• . N.Y.�flwN _Me P.•N III.N N.IN H.W x.,M YIY .,r•,w N.w wYw,w.,Y w,•• ••w• p ,,ih x1.Ni .,R 11.\a .IN ,• �1 Miw»•wY,Y,ro•.,w..a.YM Y,Y ,»� N lel.\v xl,•V N\.IY N.•4 N.tID .»r lww•.m•tiv,-.1.34�. TABLE 2 �'w n,w•a nN No IV•bYlST.L.'LAl•.T.i.1.1 h r N•w•Y.�!Y,AyIN"••ti ,»✓w .»... _1._l if �•,�., T.. • � � wy .`.T1-.lx.ry wwly.., iw•.I« ,•rw..N 1,« w«..Y r..,. Iw.Y..,ny,a M...'..N,,.•xM ..�.,. ,., ,..,. ••''Y , ,,,a.Y wJ �. •!IM •IM•,.,wl• WATER STANDARD DETAIL CITY OF RENTON m u.,l DEPARTMENT OF PUBLIC WORKS .w•M•• •N. GENERAL MISCELLANEOUS DETAILS VALVE OPERATING NUT ERTENSION "TAIL 1 I' wrl rn nm r1Yr.1 SEE i� .rn w a'•x.nxWt. --� :1 i1 �. nazi: 4i •s.arLtlr M!.swl>•.m it wYV ,N. .111 irl HI \..wll _ t��q iiri�a:�•�•�N..+is 1� t,n•Irla a..,n.. YMN•Ww Iq'Yn. ' al Nr nnnlst N N N wW THAT P Wil,I At N w110,ri Np01•NNGENAL NOTES �i 1«iwue i tl.+a M. «INrrotir SHOULD BE ON ALL «r.NNn•lwn WATER PLAN SETS miam ' 11 •.I NNNr.NMV1tH.NtP w. W NFr•N1N rNp1 Nrlw✓••• N n✓.✓p,lY 1W. + N ' VALVE MARKER POST ::..u .Nu uat w .t pw w rFwn rrnr✓....•. ELEVATIONS t. Nxnr!•. 1. F.N\F Nx FN Nwr.N'•xW V•1`V; nw<N.WY\1 N51 ' r .1r•N Irw' N•MV• {r•��YI IN^^N«rN�.• .r Wr.w.Vw N YM.I IN NtM vrr aW 1 MxI,Y•IrM 1!N tNN t • t��N ••1 r.w,••r 11ew,{.0 IN. n ir+u• rw..�rWr niMFMrW.Y w� M.«tw-tOl•I.V NI tVYN INl 1N h tW WtrNN Fr11NIMww�x.w 1 IwrN 1 N N •MN•N.Y N.p�H.NWNI N\M Nxr4^•!n N 1•Mr.4rryN•r NtF N M tl WYt MIM:rN„!•. w Nrl.I.W I•.V Na✓. ' • W ww W r1 V N r1Mw�yW N F.N N•w•Nwr�l.N W lVI'MINr�•N •rNw r FMV,twlrry M\rnt.rv„N rrlr w Mw.r.rr•rNx r^Nrwru v MNY N WX"am • M.�11•.r•r•V tr\I FI.✓M•••Nam.. IrN•Wwx.NN r NwMtM N• •• r uNu V t ' w wa••OI wt N!wwN NNN,i le N N p.NW wt x N`�`�•��`r!r~t✓wW �f.N.t N.rIIM.IM W1 •`r w v FeV•w W Nw•F.Yrw wurNNrtia•r `^r nu MF•w..w •' 1 NI Nnlr HIM,~\aw.INIw1 N wunn n 1 1 NNIw.IM N WMnIM MMI WiN InN 11 ;NW,'w NV NN•�IwN.^r'xr�rt�N•N•^`INN. xM•�F IIYt Wt11Y IN•OrOwr w M Ww 1. N IMMI.pw'•w M If W `• •• !M YN.r IIIN1n N.Yrl y w.M. N MF N wV uu wl nlnlww tour. sIN.NI N M W w Mt\N rN1r{NNltn w M rl l..x.rw N!mw Nw.W tTlw Yr+p NNNrw N M fwN.Iw,11fV 11~IHM .1i`IN MIwN Ww.V xeW W.YV• •rWI NFV ' n N•rNN10IW •NF!`•1! WATER STANDARD DETAIL CITY Of Df --- PA RT MENT Of PUBLIC PUBLIC WORKS TIE ROD SELECTION TABLE •. 1 1 M \IY N•' 1Y 4M w• \H w r Ir IN Y.M H' .\.iv I y M N..Y IN•. •H 1H I tH X tN N.IN } M HI.W IR uh\ uw.n rN.+.. . ..u.�an\a+.•rNM a. w w \M w\�a M W.tl.tl.Y lYn.uM1 1 wY.\Y.Mla istl..N \.won w..in a,Yu.. .enww 1. u w rwa.n nmw r...w•.Y N o.a NY\ u. n tote ay h..Y a Yw.h Y.w...W Ne^Y .�u\W..tN.MI.I.tl.•/• .l.W tw.Y..w M fM. a\.f ...Y\.r Y fir. CAST ON LUGS TIE BOLT 'DUC-LUG` RETAMER CLAMP FIRE NYORANT AND GATE VALVE TIE ROD ATTACHMENTS WATER STANDARD DETAIL CITY OF NENTON • ' �,. .. . .. DEPARTMENT OF PUBLIC WORKS � •.• � � l r.V•V•r 1Y.\rq l Vrl IVr V yuN V •rMq Y .M•rV al�q I 1 PLAN .x.a. x\M~ R•MY•t: ql h!.Y rM.rl! Y a{V.oa W a'i\IY Y• Mr Y YIi\\YMN{M\� IN nw•1.„«W141. 1. �\ �•N arr V Na t� M R Y'•tlt! \I\aMY•. Nrq tl W.a.N^ •r ELEVATION ELEVATION ' 12 as GATE VALVE INSTALLATION WATER STANDARD DETAIL Y CITY OF RENTON Y•' DEPARTMENT OF PUBLIC WORKS ».. wrr+rlww fr\Yw wM�r _ .y w NMYr PLAN eP•no,rl Ir.wr M ,wx w w•�fa.n.Nrw ,.. � .PP. r w w,•\r wrw,. r af•w uw..w n• ^� I^r.w.n•\r � .. Yw•r• i w.1•. f Ya•r•NI •� { / I!" r•�w YGNI.� � � ��w r\•;M•\r.N\ NMP 4V rfhr� •I' M' \\r—�' ELEVATION TEMPORARY 2a BLOW-OFF ASSEMBLY i i WATER �_TANDARD DETAIL r t,ITY OF "ENTON •,••. DEPARTMENT Of .'UBLIC WORKS a• L.�• �• i �I .ri� ; WWrNl r.n e.X rX.Yew N Vrr r•ir� ... ..• •w ' i I N.W tl NM�N.. ,IIXINNr(11.tl;n• •rwl� ' _ r �-(I NO rlll•NN tN Nlri n :Ie :W Y•NI r W I.X ��tIN•�tIN.N [r xN•A1'N{11N NN. f14x M IrN( w L y �` ' •yyC,, -pp -N• '.'4 'I ra e�Yrts Iry y t� sit .i J E( rAgi .Z [iM.MrV'��''�I�f•`--)e 'YN rM tWl� w.x+l.Iwl(.N Nn. ..(•N Nx. wr.X uw t�N+n r ryw,.X IpW NNnN.f\ tI• AIR 8 VACUUM RELEASE VALVE ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON •, , DEPARTMENT OF PUBLIC WORKS -r-••• w• DECHLORINATION TREATMENT PROCESS AMOUM OF CHEMICALS REQUIRED' mw..r�o�a.�..v.a[......r.u•von wr.w�,...,�..:r n..wau p.wa�a n h we.w.+a..,naa.e a[wrnnp...a a. !n YF W u�+!dOva n OD Pd+a w'o`•yvwv.VwY.}nl p!o�n Fae n i.i a t1n.T'n/n p n.dawn'r�wae w er.n nwruw�Wn•+n.ww.� nww.n.�an��..ear.. u[*Ke wave-mm naw Msw\MD TABLE 1 yw Yid1Y I.nnpoD: ywY�x C :iwFMlnln b I+v 1�LYpa d MaF ianwr pl.ar YJ< Iyi.aW iTD rv� OHO Dm anawn�a.F..r�sl ew.f.w Ow..e Y+e..� SaOdn (ur'nna T!wwaaw Sagan 9vw.w Ingt w W+� Wnamp�vl SJam 1.,anaQnul o: en .r ac Y. rC ewe efa Alw 4NwY.A a a.W'�.m Na.Y>•d h ea'niwYaum Ww we b danar!A N.a..`aV wFv�m d afawhnm pwYa'W!n 1QIW d aM MIn PaY^V h tlIMO..na Wn41.Iaa/.n a?10�e na MF.N ni.+E.nu P.��w dN4'M.'Y m..w+b ' APPLICATION: LOCAL SUPPLIERS v�F,.wonw suae'runan w a r�rwo er f`e".u"q". I m<a.r aaa MOEn+ nao..nn.e«F...ewunnFn run vn mp.mn ro'n•nuous Cm 5 TN n..nene+ow.c.ro,In a.smF++�.w�danc.�.ba.onno-. c..n.. in.oTmsadux.smi P T p r(wbway[Hopi b.ra M11D.d wwl M fMW�)�I...faM pr TfF11(an.aC )w FT we..^u wnen drw+rn�d h<roYavo«F a M9 w•n.Yaw pX nYn.Uawl.h[maMwn FDa ny!^ot n rKd+^a�YO i1a Yw.n! taiinry VY ln.Si).mt(! Me cMnryw!«a'�R an.1 a caYnla^!Me n�.. b n4de.aW�w�m da�I�frow wYan.IW�e Varo �.��..Gwowaun M bn my two aain�.M w[<ayaba<tl M Oa M[YvvYam WnV'.aawnenem.n.or can+ma naagr.out h owmo )i1 w r�aawa iF'+'DC U 6M!n OiY�tiMai wur Fwn Pe wtFna ur!r 1M.SaSDIA w 1U586TY ' PROCESS ROW OIAGRAM. n 1 �a� Cemm�an.n a.eno.m W..w 1aw4� W� Twuadc9 ngia a<i I I AA hnra_._Ymi— I WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS M &MM&M Protection Consultants PCAR,S ,,ed Marena Mctenia1 WASHINGTON' JOCKEY CLUB LONGACRES RACE TRACK RENTON, WASHINGTON Barn Area Fire Protection - 1986 Sprinkler Program BACKGROUND: Washington Jockey Club and the City of Rentor. have extended 12-inch main in a north/south directior through the barn area as shown on the attached drawing. In addition to hydrants and domestic water services, 8-inch plugged outlets approximately five feet long have been left for .'ire pro- tection services. These tees and stub pipes are 8-inch Class 52 cement lined ductile iron pipe. Water supply for fire protection equipment calculation purposes may be con- sidered to be: Static pressure psi, residual presar,re __ psi at gr- flow from any tee on the line The City of Renton water department will rev ire a fire service pit per sketch "A" at each connection to the main. Cyst of the service pits will be considered as i each, to be included in bid price. Actual cost above yr below that amount will be charged or credited to Washington Jockey Club. While it is anticipated that the sprinkler iratallatfon will be a multi- year project, current quotations are requested on each phase, to be accepted cr declxned within 30 days of bid date. SCOPE OF WOU - BASK B11): Furnish and irstall a complete dry pipe automatic sprinkler system within barns IA, IB, '.A, ZB, 3A, 3B, 4A, 4F, 5A, 5B, 6A, 6B, 7A, 7B, 6A, and Sb, including all components necessary for a complete and functioning system not specifically noted as provided by others. Cost of required permits shall be included it.. bid. APPROVALS: Prior to fabricatior of piping, plans shall be approved by the Factory Mutual Engineering Association - 10900 Northeast Sth Street, Suite 1105. Bellevue, WA 9800-; telephone a(206) 454-1931, City of Renton Fire Marshal and the owner. An infematicn cope of plans and any calculations shall be provided tc MSR Protector Consultants - 720 Olive Way, Seattle, WA 96101; telephone s,206) 223-1240. dd':Wb.3 M&M Protection Consultants WASHINGTON JOCKEY CLCb _ONGACRES RACE TRACK ,FNTON. WASHINGTON MATERIALSt All materials shall be new and approved by nationally accepted laboretcav and the plan review agencies for fire protection service. Onderground rosin between connection point and grade shall be Class 5'. cement lined ductile iron pip. , at least 6-inches in nominal diameter. Pr.derground pipe between the dry pipe valve and other barn area shall be ductile iron with gaskette joints or schedule 411 galvanized steel with asphaltic exterior coating and protective wrapping of vinyl or poly- ethvlene tape of at least r nils thickress, meeting NFPA 24, Par. 1-2 and NFFA Il. backfill within b-inches of underground pipe shall be select material fret of rocky larger than 1-inch, roots of other debris. Restraint for underground piping mac be by mechanical fastening, blocking or nodding meeting requirements of NFPA 24 and listl,, agency. gods and bolts to be asphalt coated. touched up nfter installation,. Dry pipe valves shall. be Viking manufacture 6-inch size with full trim, including water motor aiaro, j-inch plugged outlet for alb" pressure switch between check at dr,. pips valve and water motor alarm shut-off anc i-inch plugged outlet for air pressure superviscry switcl,. Eltctrica: alarm service devices and install-tic: will be by others. Arceleratorx will be required an .all systems. M:ilr drain valve shall he :-!;.ch arranged for flow testing. Splash blocks„ as necessary, will be provided bs owner.. System control valve will be wall post ind4eator pattern. Check valve beneath, dry pipe valve may be omitted it approved detertor chock used In tit,, service and correcting piping betweer check and dry pipe valve tested to -'60 psi. A concrete block dry pipe valve house with heat light and 115 volt power for air compressor will be provided by owner. Sprinkler contractor shall provide necesasry sleeves for riser, all other pipe penetrations and water motor alarm and automatic sprinkler within valve house. A permanently mounted air compressor capable of restoring air pressure in the system within 70 minutes wil! he provided and permanently wired to junction box provided by owner. Compressor shall be arranged for automatic air maintenance with restricted orifice or approved air maintenance device around normally closed globe valvt. Each system to be provided with relief valve act. at 40 psi maximum, arranged par NFPA 11.. Lines terving barns shall be provided w:rh drain valves in. tt.rcreta pits at accessible points to permit removal of n, •eture accumulations from under- ... MSM Protection Consultants WASHINGTON JOCKEY CLOP LONGACRES RACE TRACK RENTON, WASHINGTON ground dry piping, Pit and drain arrangement shall be detailed on approval drawings. Use of meter pit as drain point is acceptable it agreeable to City of Renton. Overhead piping shall be galvanized, meeting NFPA 13 and F.ctory Mutual standards, Fittings may be black cast or ductile iron. Sprinklers shall be y-inch nominal orifice. chrome or lead plated, fast response pattern, upright style. DESIGN CRITERIA: All piping and hanger desipn shall meet the standards of NFPA 13 ordinary harard sizing and spacing. Hanger material shall be galvanized or equally corrogion resistant. Care shall be taken to minimize the need for auxiliary drains and to provide sufficient clearance to prevent possibility of Injury to horses from pipe, valves or hangers and to minimize exposure to system damage from horses. Calculated system., ii used, should provide .16 gpmisq, ft. over at least 2^0 square feet, w.th an allowance of 5W grm for outside hydrant streams, Fire Iteparti.ont connections shall he '-way 4-inch plain bronze 90' through valve house wall; equivalent to Alleror 230 wW plaetic breakawav caps. Provide cast AM) SPNtp sign if net cast into fitting. Earthquakr bracinp and flv>iPly .couplings w'71 7o requirtd. Alternate 1; Extend aprinkler protection as outlined above tc. barns 19 - tb ircl us ive. Alternate t Extend sprinkler prt,teceion to barns 1, 2 - 19, inclusive, Axsociatier Barn, QA, 9B, ICA, 10B. Alternate 3: Extere. sprinkler prctactian to barns 19 - 4:. G. H. 1, J. K. L. M, N, 0. • .M.tK w wU'. . tltll'YN[Y YI• w• �.1 •••yl IN..Y YItl1• y Yw Y. I N qY FY YyY14 �,1 4 •.X I i X 1 a tM. r� • 1• 10" R Is DETECTOR CHECK I wY1 t iN-..Y Yrr:• Yaun 4YY•r•f..1 1•) .wp. �� p wl..nY.lti• YI•uY Y:tf'«; t YF�a♦wn• •-1 .11 ry lK wYPY / • 1 IMY•1•YY[•• IY Iln..• t•r .NFY AI•IY NyY• t[•Y•.YYY.yi Yw•[[ .•V. t Yw Ntf w N�'Y UN.Y4 wu PLAN !'K to OETEcTOR CHECK Ywa.Y YIi.tlw.•: I rri, 1Y.1'llw f w; Y wf tl 4•:.nY L y Y4 y y riU • YX:M[n:.•w n•4�.. wl R uw.aa V M1 r'--\iT'— 1 i M•\I Yrl"Y 1Y •nM.• • . i Y'1R •Y Y Y!'Y[4i •. f Y n�• J ••�It i\V.�Yw r'r•� �. • t ,�„ ,�Y,•r r 6'■1' DETECTOR CHECK � \j . .., w Y.. ..... Yu1`•. 111 M1VY 1 V i•Y r. • Y'tl Y Y1 Y 4 1 .. I � I +I]•�M.Y •r•ili t :fYY YWs. � >n .. . 1 x1 MI V YN.VIn4 MI.fN." 4W ELEVATION Sox I' DETECTOR CHECK 10" 1 1", 8"K I" 6 61,K I" FIRE DETECTOR CHECK AND METER ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON "•'�"-' DEPARTMENT OF PUBLIC WORKS .YX• '.. �Gx d11 WlT 1- I'•1'tlR1. • • '•�L Mir; n YIWIa RY.nlil YYY.Y.. IN.nrr.y L rN1 Hanl a1Y1y.lY any++ry r�.�ls nrn aw.-w i � 1 1-r arr OAr YKrI 1 1! Yx YlR YYn IYIGYY R1} T ILLap lal I Hr.6aY li i 76� K.:l 4aM, .l C roll r .ld-YnnY exo aaHtTs trn Ylx 1^rra asK n 1 lama-NWLIR YaT(1 s. rrl•IOY\ . AI,a(. atrl[rN aan YNiRYY rT plrrtKcre.cRx.Ilip 1"xHN. Npn +..'1 ra+Kn WIf.IryR M.I~TI tRd OrY rLLH laxum.(x .{ p+i TKal1a.\u.�•ixuuiiO.K � j 1IML Nl.aa. ax[ . .r NY('Ib Y OIp.IR WYL Y•' 1. bc4n vKSt 1.H11RIK YY__ YYYM tll..YK aTNY alwm !1 n M41K HH Y. I.xw YTI YKR I.IYYY LIR '� y N+nvIK Mnnp Mo d!Yd � � IMrK[TYt b IYRIR M pLH K TRL'YY.1..!x{Y lYH'W p115 HHK M pIH 1l•m flra; nY.lL1H RY. Kt N Iw:TN b W\ .N r¢Lt non In IN.<ux b. rlre•vpn r.Lnl.:T.[t[R N ImKylle.n n.Yn TK HH 1.pL'Li nlxlK YfH aaK n au.rrt Ntl .-a-.rl NrsYl po \ wY r mn.r'nY llYw YI.c:l Ile Y IY.I ro..YIT Knl W\n IIt}R Ynl N YIH W..r1Y!^Y{IRi tllA WR IMNIY W LO•NII[ IR^Yyt1 *+taal4nN fKl..N2 q'll rer Is tapnn T16Y!.r a.nH. rwv rp 1 . .ris�aI.Itue+g:r Ya+�ientN nu artaY*:: .� . .. . 5. . .•A WATER STANDARD DETAIL CITY OF RENTON In Tl.yu DEPARTMENT OF PUBLIC WORKS .lw.Wr YI Mr. Ron Olsen City of Renton Department of Public Works 200 Mill Road South Renton, Washington 98055 Re: tongacres Watermain Installation Project No.: W-821 Dear Mr. Olsen: The above referenced line is now complete, has been tested and is in service. The as-builts have been delivered. As you recall, the City agreed to participate in the cost of this water project. At this time, we are requesting the City of Renton's share of project costs in the amount of $43.385. as requested and approved at the City Council meet- ing of August 26. 1985. Please do not hesitate to call if you need further information. Si,cprely... n 1 CHARTER I Ib. LAWS OF 1965 f cITy OF RENTON CERTIFICATION t ,. rw ugMrre m, w"0 •rN1°-.1 Bill Taylor N[w ° �• Mww°[° O„ """" °' �'Mi x^• 1iN Director of Business Development. .u•a• +.a cm a .•«.a,. .,o nut i ..[, •Urwrxt�0 M MR,lll*K•�{, •'P p°� �S. . _ /L C e.0 o..• aT/1k 1�l-.q/W_ Vh V� /�(�(.,(C� e_ \ a VO1460F 4ZI to— /coo 5tie �� �i�J `�� 15 nKhx,Jrrkry lLih,llprratnn r LeWres Race Tack i'O.W,x NI,Rrnhxi,R'a.hmW v,Nffi7 i2n6O 2241:031 Z Engioeeiring July 1985 51124.i (11129) Cit; Council CITY OF UNION 200 Mill Avenue South Renton, WA 9865s Subject! Request for financial Participation for Upsiting the Proposed t.Ong4cres Water Transmission Pipeline Clear Council Members: This is a request that the City of Renton participate in the cost of upsiting a water transmission main through the longacres property by funding the costs of upsiting the watermain from an B-inch to a 12-inch diameter pipeline, The City's participation could take place in accordance with Resolution No, 2164, a copy of which is attached, The City's costs could be funded by the system developmPnt charge income from this property, estimated at approximately $50,800, This project would mutually benefit the City of Renton and kongacres, The City would benefit by the completion of an important loop in the its water system grid; kongacres benefits by obtaining adequate water service for fire protection in the barn area, although their needs are met by An 8-inch diameter water main. Specifically, the largest flow demand with fire sprinklers in the kongacres barn araa is 2.500 gallons per minute (gpm) at Barn 98, This water demand could be provided by an 8-inch watermain rather than a 12-inch, The City of Renton's Comprehensive Water System Plan recommends a 12-inch transmission pipe be installed far this addition to the pipe network as described in Project No, 100 and shown in figure S. Proposed Improvements. This improvement was discussed with City Staff at a meeting on July IS, 1985, At which they expressed their support for the upsiting. the increase in costs for upsiting the watermain is outlined below, and is based on material costs only as provided by material suppliers. 1410 Market Street,PO.Box t t80,Kirkland,Washington 98033l2%)827.840O City Council July 23, 1985 Page 2 AWITIONAL COSTS FOR UPSIIING MATERIAL 06AMIMUNIT UNIT COST DIFFERENCE COST DIFFERENCE Pipe 3440 LF S6.12 121.053 Fittings 34 each 112.00 5,848 Gate Valve Assembly 1 each 1,200.00 8,400 Additional Material Cost 535,301 Standard Constractor Markup S,2gS Sales Tax 2,789 The total, $43,385, is the amount of financial participation requested. Thank you for your consideration of this request. If you have any questions, please contact me at 453-0241. Sincerely, RH2 ENGINEERING, P.S. Richard H. Harbert, P.E. Attachment cc; Mr. Rill Taylor, Longacres bnlon City COMfil U16AS lag. .,on, 11 Old bmind St cool low/ •futilities utilities Cwlit" CNPI,rn Npbe. ......I'd • "tal l Vw,II r•<Pw\n41ng 114urr M1\ In !M goW11 WNa,lte4 by Puq\I I...ment bona! low, tar A 20-Ipl e+darenl o.,, that P•1 (M.n.1 •19bt-ol• IP r.,.1 aq,•• Nr la In.t•11 + 1'"falsoon Iln. to tan bil I•\a1Mn1 b M.r. T.uPam al•nt the Cnwlt,.4 I.n N•, ,pw.wroeS Ina [,... be ..1hal to .Ien In. q•wMnl, nby(p • rob Ht-9� SICONO/D ly STR(RI(.I, Caba l (Cal 1. Trot CO,a nTI! A[aOAT. CAAAIIO. fM"rlbfb most" Mllbttw ObmNtw ruawmaded [•Nwa•.•n1. 1. fan ..dw1i Yra�yyrUA,.,+....11peiy r��yHr��U<r weld rydUw n Ian ew9A..a• Y off"N f o s•.a M1t C V ONrI raa�•la In[b wfs• PINT Ian to [eamisless Rt;ardA 10, the ,teal bAll,*�4aI� 15R Z'v1%►•. ll aer swim, III,.'CIM IL COIKtlII is try Cam "111 RtMRt. uAtltb.- - b hie• DI SpoNI UUlill,$ (R.Ia1t1" 4",...ad in it. H{p.r\nd+llM+ of 1M f.c roe T.. TIMnI. and It"14 W,b6 Dowlear,ts ,a Alit,•, Rains, D 1+pu1A1 Car.D any 10 DA.% on 14 hen ..,Is* I.. ....n,1y IMOSe4 61 Senals bill 1150 4226. A„o,ding I. tad LIna.CA Ones tor, tMr\ rill net a. I need (a In,reaw rates fat tan r. Ind., of 1985. .rod If the (oo,w, hire Ines. f w,l lnW1 •1 it, Dr.1.n1 ..I•, .•b1 Ny nab ".4 to be 1 n<•esbd ,n 1906. A Iln+l d.slsiun It .wit .wi1.011, or Na•.•Du-lo-lWr\amu fill Ilyu,n In DIUabV at 19/S. TM is. .dl.,tw.nt tail Aunty D4p1.1 will le dleal.e July 1, 1985, NOV(P IT Is"HIS, SECONDED IT STa(D I(Rl, COUNCIL CONC" IN TNt COMITi[I REPORT. C0001 O. R,ny count, (ounellw,•yn MOq•r r91411.d owf11M during TIbbl.s/ 1NAnd roes, undll+ood 101 AnnowiM P"It, M.,, 9 rsgpd mq al 41 Pu.all a SunMt a1 RInD count, Prap\r 1Y 1a IN. .q., at the n.O.+tiM S,I,. MSbenu Loa found lMaaerl Ir,en, Nat MnS and Stc.41tA. Ind,Cat.d that tan bit.. lo,.t.d naN ui D...11 And nun. 01 5unwt 1e01N•d, .It a4,Mrmad I., *....all,, in I%b s.1 •i 1•..ra r.". .yo, put prW.nv u.np1 01 the 41-1 D•dlelt.d to, s.v.rsl naanl MNud inq s\w, lon„e,l tan. l i.n_n�I_nq In4 Planning and D\ra lOPMnI com.filed CMI•M. S1,4dif Na R,aterse D�e•+�top,��,f— . r.p,l ucor.a.nd any ADD,u.N OI IN. I,.nS/.r a/ SS.000.00 Mf aulian l�lor Lon Aft........roe LOn1,n9.n,Y Imb ..to Ian !ul Iq Nall $1.0, !tan D.•.lopMnt MP.n Mnt bba9.1 m roil.♦ . <Mwi unl t0 steps,. A 10........ No" ".or Piero I., that d Icknt,, A•e., Ina od.I R,.., .no,.I,n.. •rod .+.Ia•.,l,al gwl,l a.,•ITa,1. "Via IT SIRIDICRt, "Coll Il al DLit A, COUll ENCW IN INI (1)" illf( RIPORT. CARRIIO. Lot Lt., Planning And De.A lownt CO.wltta. ,,ow.nded r.lar•al of Ad iaftMnt. gvr11M+ to Ian I., IiM .d1u11Mnt pro.iliant of it, Srmdl✓,SIM D.d,Mnu (S.".on 1 110(15)f to Ian Liu AI t_`,ne1 lu• 111.n and wl..Own. ,.1.,.AI to wy1 Ind Iss.11 Cowilt.a. The re.illon, Nn ich Slyll/ln Rlp60w+1 Ind ,oM1.a1 Tk \ny ingrinq p•,1nn. .11, ..µ,re the city lu gcord .,aid. dl Sarre., ADDI,SAIIM talks, .nl deed% vans4nin9 "aR,f,• NOv[D 6, S1 tificat, SICONO(D It 410U1R, COUNCIL CONt UR IN IN( (Onn.11ft A(tOR1 as. Prig INIS N11I710 To NA 11 ANO NUNS CONn'il!, (AARr10. Lot U111.1 rl.nn ln9 Md D.ra 1pDynl (Qaltl.. <M,.•ra4 in In. ..Dufr, A-, And 1bl to 1.6.1e 1., .,dTn6 I,u )S Is., w " Inl la, , ,.,,,,. lens. tart In4 /,aa CO (,., la )0 1es, f,, "Ina. la„ ro tan R-1 Md 4.1 q+ih^liar IMe. 1. Allan tga4, Ilpib,l,lr ,n fumdlvlalon est.9n, TM (.III" ..,u.0and1 r.", ...4« Of IN* 110 ad I\.,I,un1 by le. C,11 Alpo"', .rod Lbl.pudnt •efy rAl to Wry and Rana Ilwetl Ue gGla IV STAIDIC91, SI(00010 6, Plctala, CDUNCII COA(UN IN INI (Ono nitl %IDOPT Also AMA 1NIS "I1[. 10 W,5 ANB N(.AS c0NN11111 CA01110. "" stlza,tt (11r55) COST nATA AND IRVENTORY SUtJECT7 Longacres 12' Transmission Pipeline r,,TY PROJECT NUMBERS: W-821 S- T0: r,ITY OF RENTON FROM: R42 Engineering UTILITIES DIVISION P.O. Box I18n, 1410 Market Street 200 Mill Avenue South Kirkland. WA 98033 DATE: January 1, 1996 Per your .equest, the following information is furnished concerning costs for improv,ments installed for the above-referenced Project. WATER SYSTEM: QUANTITY SIZE. TYPE 3440 L.F. of 12" D.I. Watenaain 2 Each of 4" Compound Water Meter 2 Each of 9,xs,x7' Water Meter Vaolt 7 Each of 12" Gate Valves I2 Each of 8" Gate Valves 4 Each of 1" Air/Vacuum Release Valves SOMAL $177,823 10 Each of 5-1/4 RVO Pacific States Fire Hydrant Assemblies 11,534 (Cost of Fire Hydrants must be listed separately) TOTAL COST FOR WATER SYSTEM $191,357 • • w-ftl nq�oeer nq January 7, 14a6 51124.11 (11/56) Departm#nt of Public Works City OF AENTON 200 Mill Avenue South Renton, WA 98055 Attent4on: Mr, Ron Olsen Subject Longacres 12" 'ransmission Pipeline - Punch List Dear Ron: Attached is a list of items remaining to be finished on the Longacres pipeline, When the contractor has completed this work 1 will notify you so that a final walk-through may be arranged. Sincerely, 10t]y2 FNQ:NFFR1%r, P,�,. Frank Postlewaite Staff Fngineer Attachment; Punch List 1410 Market Street,P.O.Box 1'.80,1(aklano.Washington 98033(208)827 8400 sn2a.n nlrsaf *MINING ITEMS ON LONGACNES IV TNANSIN SSIfNt PIPELINE urOAANTS 1. Papa tr Ara ins on three northern,nost hydrants (STA 1.10, 24 LT, STA S•Sn, 25' LT, STA 9-92, P3' LT), Rtrhlghten yert ical al ignmPot of hydrant at STA 8.92, W LT. 3. Recoat fire hydrants. VALVFS I. Coat valve box lids with blue paint. 2. Clean dirt out of valve boxes at STA 5.77, 15' LT, STA 7v05, IS' IT, and STA 11-91. In' 1-1. 3, install the upper valve hox sectina and Itd on the hydrant foot valve At STA 11*90. IN' LT, 4. Raise valve box at STA lR"36, 18' LT. 5. Readjust valve hOxes at the southern meter vault (STA 31+S4, 20' LT) such that al) )lets seal cOmpletely, N. Clean grout and dirt off the 12" gate valves and bypasses. T. Clnse all corporation stops on I" bypasses at 12" gate valves. (rorporation stop open at STA 34.28, 12' LTI A. Grout the pipe penetrations in AtRlVAC handholes and clean out excess dirt in haldholes. 9. Verify that all air/vacuum release valves are operational and carp stop% are open at the main. DOMESTIC. CONNFCTIONS 1. Install ladders in meter vaults. 2. install a shackle rod on central meter (STA 14#15. 12' ..T) that is on the Opposite side of the pipe from one of the existing shackle rods. (Shackle rods shall be installed symmetrically, 3. Coat bypass indicator posts light blue with requested paint and stencil "MFTQR RYRAW' on each post. 4. Install "(WIN' and "CLOW indicators and windows in the indicator post. 5. Tap and install standard corporation stops on the upstream side Of valves (between the meter and baCkf)Ow preventer) in both vaults. 6, Raise level Of crushed rOCk around southern vault :and at domestic connection where settling has occurred, • ' D�,�.,.. w-w 0*r,4 UTILITY ENGINEERING _'"ItACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT FIRM NAME_—.T,.., ., .IAN 9IW&— AI.psI u. ZIP. _ ._PHONE NO. TYPE OF DEVICE REDUCED PRESSURE BACKFLOW DEVICE ' DOUBLE CHECK VALVE ASSEMBLY MAKE OF DEVICE 90DB-—SERIAL NO.. — ' SIZE ~ DATE INSTAULFII METER NO. '_IN[PRESSURE_L_ 1__PSI PRESSURE DROP ACROSS FIRST CHECK VALVE___ __PSI LOCATION OF DEVICE_ '-.. ^:s 'Y A•.%,,tjl; 1 PP',/Uav, DIFFERENTIAL TEST CHECK VALVE NO. 1 CHECK VALVE NO. 2 PRESSURE RELIEF VALVE* MORE REPAIRS LEAKED (] LEAKED OPENED AT--PSI CLOSED TIGHT (] CLOSED TIGHT ✓" REDUCED PRESSURE PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE NEW ❑ ❑ ❑ ❑ i ❑ PARTS ❑ ❑ ❑ ❑ AND ❑ ❑ ❑ REMARKS: TIP AFTER CLOSED TIGHT �,_' CLOSED TIGHT OPENED REPAIRS U REDUCEREDUCE L D PRESSURE REQUIRED ONLY ON REDUCED PRESSURE BACKFLOW DEVICE RtTURN WORT TO: n f TESTED BY— "y'•� 'n'-.'.'CCf. _DATE CITY ENGINEER'S OFFICE YYMKF!\ WI\PiMG 20p WLL/.vl MYl lOt11N REPAIRED BY ___ __.DATE—« _ •t 41Vl O�Snil•4v OF NO!! FINAL TEST BY DATE-- TESTERS WASHINGTON STATE CERTIFICATION NO. :�1^f ___ �t�s-.L�4� L✓-9tl •UTILITY ENGINEERING • ♦ BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT f FIRM NAME______­ 2 IOQ6.. _PHONE N(j. REDUCED PRESSURE BACKFLOW DEVICE (� TYPk OF DEVICE DOME CHECK VALVE ASSEMBLY � MAKE OF DEVICE — r 'i ._ ". MODEl .. SERIAL NO, SIZE DATE INSTALLED_ . METER NO.—.— -- LINE PRESSURE----PSI PRESSURE DROP ACROSS FIRST CHECK VALVE ____._ PSI LOCATION OF DEVICE 'v DIFFERENTIAL TEST CHECK VALVE NO. T CHECK VALVE NO, 2 PRESSURE RELIEF VALVE' BEFOG REPAIRS LEAKED ❑ LEAKED j_� OPENED AT__..._____PSI CLOSED TIGHT 'I'J CLOSED TIGHT REDUCED PRESSURE L I PART CLEAN REPLACE PART CLEAN REPLACE PART y CLEAN REPLACE. NEW ❑ ❑ ❑ '... _ _� PARTS ❑ ❑ lj AND ❑ i REPAIRS ❑ (_] U [., I REMARK I TEST AFTER I CLOSED TIGHT CLOSED TIGHT .i OPENED AT-_. ._. . .._ _PSI WAIIIB REDUCED PRESSURL REQUIRED ONLY ON REDUCED PRESSURc BACKFLOW DEVICE REY4)R% REPORT TO! TESTED BY CITY ENGINEER'S OFFICE VVNKl Ml NNDPNO 2K WIL•vFNU( )OUl" REPAIRED BY .._._..___._._.. ___..DATF _ - 4N)ON N1{NNGION 9F0)) FINAL TEST TESTER'S WASHINGTON STATE CFATIF IC AT ION NO. Ew�neering January 3, 19% 51124.11 (11/52) Mr. Ron Olsen CITY OF R£NTON 2nO Mill Avenue South Renton, WA 98055 Subject: Completion of Longacres 12-:nch Transmission Pipeli W-821 Dear Ron! The Longacros 12-inch transmission is now completed. Attached is an executed bill-of-sale, cost summary, and easement for the transfer of this facility to the City of Renton. The payment of $43,385 fop upsiziny :his facility from an 8-inch diameter pipeline to a 12-inch should now be .wade by the City of Renton to the Washington Jockey Club. This action was approved by the City Council on August 26, 1985. in accordance with Resolution No. 2164. Please note the following documents which are attached: 1. -titter to the City Council requesting participation by the City for ,psizing the pipeline. 2. Renton City Council minutes of the approval for the City's participation in the upsizing (see second paragraph). 3. City of Penton Resolution No. 7164. 4. Rill-of-sate of the pipeline, S. Fasement for the city for the pipeline. A. Cost summary for the project. 1f you have any questions regarding the letter, do not hesitate to contact me at 453-2714. Sincerely, R42 ENGi NEERING. P.S. gfcha rd N. Na rbert, P.F. 1410 Markel Street.P.O.Box 1180.Kirkland.Washington9B0a3(206)927-6400 0 T OF a rAYrwrAL /� 1 / ETAn of rA$u1$ra (�� `` pNAPllrllt a EOGTAL AND N[LL+N[E��[.$`_l \ / P[PAPT w pCMI Yq MN1P EtlYKN WATER BACTERIOLOGICALMNALYSIS y WATER BA�RIOLOGICAL ANALYSIS 'IMP I .,'Ions +kA, NS IFW,I qAS 0M1 WK .4 WPOENIMO COPY I'i SWPLE LOLLECI A NtAG NSIRUCI UN$fsl -W W'Ah-uC.,Pr II inftr U<1NFf Mt Frol 1WIOMM,tanWN will SP INEGT$O 1IP 11 41E11YGNWN M not 1:/brPB.nMPPM WP p ISIPciW DATE COLLECTED TIME COLLECI{O COUNTY NAM{ • OAT{COLLECTED TwI COLLa COIANh MANE MON a. TiN 1� {rSt J� MONTw Pi. .w .'� It I AM Oi /M K�NC7 !/ .Y 7 AM 'S W ON(—'_�..._ TYPE Of SYSTEM IF Oulla C SYSTEM.COYKETE TYPE OF$YSI EM I IF PUSUC STEVEY COMPLETE LD.No. i ! C� D < POCK LD.No. 7 } O C` L u AlWviouAl C INDrvIDUAL NAAM OF SYST I NAME OF SYSTEM• 1Ze. 1 J w"L.00AIEM N SWNF:MUER aBkM AYb MF MIA AY,`EFiPPPA W — 2`T MnLrIL MYFt{iG0.LEv f Y,SRY DMPP YM MM NY'd:LMYIf M. Vly-tl21 i L TeA..Y Fg re TX nZ l T.w..e'es i 4, L. 4wKE COILfiTlO SY. I YWK[COIIECTlO$r Almw 1 � F.."Ik Yw}ILNM'%(c f l :�,.,�....Fy L Fi lrew.11✓e _ f,rl SOURCE TYPE ~ �f Ij [OUPCE TYPECONFIR Z SURFACE G WELL ❑$PTNN4 FyRCNASED pl w gTgN SLAFACE G WELL ❑sPPITFO ❑FUIK11Asso f�GOMwTNETION r SEYD� TO IN.nrr M.Y Mp.�u wa LO Laa� 1 SEND PEPWIT TO,amI I��' MAF— :.L:..M.. a,IN �L N 1'N 1vPL OF iAMK[ �, frA W BAMFIn I It41n`P�. wl.wnn . �n��• ..w..... 1.l.J DAINRMi WATER CNN.WIMIPAIPwMwt�TUW�_iINN I 1. OWNNIN4 WATfP QCNbnnPN01NFFd41�TUW�_I.,FeI 1 clrw RWMR M 1 CJ .ilwc FPw u.wlw,I—► ^GI MLIENF TTr--off UntlwdM W Dn,K f� (-I 'J uF1ewIFO W O.w I RAW SOUfKE WATFP E tJ PAW SOURCE Wntkw `. 3 NEW Co's1NICTION M MPMRS 1 2 1L�y,+NEW CON[TPUCTP,N:a KFAINS j ooFEPLET[W NIq SAMKEtWS WARE IS A E COIMIET{K 7ws SAMPLE ro A CO SCA sAMKk^ FNM)/SiAEW— mN ...I M1 N: - PREVIOUS SAMPLE CUT. ILCIIJN DATE_._-,---- I IPEVNN+1811MKE CPLLECTItM IrYAM6 � AEtlARfs. _.__ LAK .ATORY REENLTE 1POA w W MIT ', LAEORATORY RESULTS puN Lq Ht aa., i MM COLIVORM 570 KATE COUNT SAMPLHE NOT11510 MPN_OMUFONM M .711rk D FWE C1 SAYM$ECOT ILIILU MON OIUTNM i�615t UNSUI4stf L^� E,VnmF itCOU : MVMDNWf1011 �I�ETSL JNYll1TABl! � `�K�IiTq JW x'^ 1. W CUm11UYtI LrUNIN ❑ NOI.n ROq,CW,M.r,M !w. 1 y CUM+.Mnl Y R, Q Nw.,,Pi WI N.L 'NRMP MF COLIFOPM E [,,1 TNTC ❑ MF COIIfONM 2 C0 1NIOP IMwnm,ptl„tw�,Ml,w uw,.n+c.wlltu.Y,X r Flaleq-NFu.Mw /��u. Mnatw.M P Nw lMn InAUUGwN eN F,mn IuetwnP a FWtF I kCAL COL. a 0 f•tw OFdM FECAL COLT 1 Er:FU DbrM 'u M. r No E. — � .�.. MON Lam.{MF FOP GREEREQ WATER BAWL$$ONLY TNESE AtS ,15 APE F UROPANKNOWATIM"A L[SONLY FNtNf I'YrJITB APf ❑YTisfACTom p MNYIaF1Ci0PY EANskPCFDPf 1.�MNYAINiFAOTORe e H6 PEYEWE SIpE Of OPt{N COPY PMR[AVIANATION M Nt5U119 p Sfk PFYERSf SIDE IN UPEfh COOV FUN k`AryANATq.`Np RESMLTB LA$No IM�n M �� PIOIW.I P• UNIT�— W TW AAA mu. PLfAN MPi R l 4WE �- ��MEFy( e, rf•�� I MAPPf WATER SUPPLIER COPY ' -• P. WATER SUPPLIER COP ., 4 wuTMENT OF waA..NJ 1n..•"utl.::E WATER BACTERIOLOGICAL ANALYSIS ♦ i ">:.ru._•.:_ri6 i116 ii�!IJ�IJVP.' S.nil.F ... LY rtl!C�IW r p.1[COl\[G1E0 TNIE 4Tw COtMT Now _-- -_ .• Np,l� C41 XAA �rl TIK Of SYSTEM If PI!TC SYSTEM C0Mftf E f $ NawowL GD•No. T 1 1`j �^ ! NAME or[TSM. M:i it.J:.vI M e+LgxL`IL-]WAY.II[♦H MMI A/IN AK''k'.NwY W r♦ '+�,FMWr rNSw T-: tI it i' 2f «P :��- ti♦+ WHALE CULLECT[D by nnvs { [CVeCE TYPE ,AE.. ` SUNf ALE WEL. �. SPWNQ [AYAc!MSED µ u()M&NAT!ON OTNEA SENI�AFPOAI Ip wvV AOPtln AM(s CwS 1 LJ 6WNAINO WAIN ❑CnwVMNCIR!Nbw1�IPN!�fMi - �'1 L7 uNNww M o!NP _ Z. y/ WW[�VNCL WAtEN }(EIgJt NEW WNSiRMC11JNp A[PAfN5 COMP1. l If TNNI[AMPLE!S A f1mm SAMAE A!vada AwEnJUS$AMPx k CO k TC•104 DATE NEMAP.s LABORATORY RESULIiawlwwa Own MAN CUU..M SIC VtA1k:.WNf AMPIk WJ!1E$IED MECAMbL IpIN WIUnON TEST IINYUITAWL � Etl T.(ud FN I, ❑ 0 Nw C.I.. ME mlff m / Z. iN1L: ❑ �1Plnbrtl ., f NAL COL, 9. uusow-4 11"Nnklc!N w..fww fOe pplElEOEg WAi�ll♦AMPL!♦ONLY,iNv$E NESULT$ANE SATIMEACT0111 U"'WACICEIT 1 [EE Few"SIDE of WKEN COPY foe LAPLANATTDA Or AEfM t♦ LMNO W rywgNL&- wt♦�iAp f yix MnwTLP��fQPi J /E � �/J �AEMAMY tl�R (P1 a.6y �T WA1EH SUPPLIER CO►YP A> 1 Engineering November 11, 1985 N V 1 E 1985 S1124,11 (11/47) Public Works Department CITY OF RENTON 200 Mill Avenue South Renton, WA 98055 Attention: Mr. Abdoul Gufour yi- d2i Subject: Pressure Test of th9 Longacres 12-Inch Transmission Pipeline Dear Mr. Gufour: Rased on the results of the pressure test performed on November 7, 1985, we recommend that the 1?-inch transmission pipeline (excluding the domestic connections) be considered tg have met pressure test requirements in accordance with the Contract Documents. Results of the pressure test Indicate less than 1 psi of pressure reduction from the test pressure of 23n psi over a period of 20 minutes, with no measurable leakage during re-pressurizing of the pipeline upon completion of the test. As you may recall, this test was conducted with the hydrant foot valves closed. Two previous tests had failed due to excessive leakage. The first test exhibited a lea'.age rate of B gallons per hour per 1,610 feet of pipe, and the second had 7 gallons per hour per 1,000 feet of pipe. The maximum ' .owthle leakage rate is 1.42 gallons per hour per I,ODO feet c• pipe. Pressure reduction during the first two attempts was approximately half that allidable which is 7 to B psi over a 15 minute duration. The leakage that occurred during the failed tests appears to be caused by leakage at the port caps on the fire hydrants (two hydrants in particular). Since a hydrant is typica' y drained with the foot valve closed during normal pipeline operation, it is our opinion that the pipeline is most realistically tested with closed hydrant foot valves. This is not to say that the hydrants should not be pressure-tested when in place. The hydrants should be tested by pressurizing the pipeline with the foot valves open and the hydrants capped for the sole purpose of identifying hydrants which exhibit excessive leakage at the bonnet, flange, and foot valve. None of the hydrants appeared to exhibit excess leakage in this manner. You raised the question about the impact of closing isolation valves in the 12-inch pipeline along S.W. 16th Street for making the north connection. Based on the evisting system map (Figure I in the Water Comprehensive '410 Market Street,PO.Box 1180,Kirkland,Washing0ri 98033(206)827-6400 Mr. Abdoul G-dour November 11, ]q8S Page 2 Plan), hoth ends of the pipel the along S.M. l6th Street are Inopen in the water system. Therefore, shutting the required valves would remove frnn service only 500 feet of pipe from service while the connection was beinq made. Consequently, a hot tap would not he necessary. If you have any questions regarding this letter, do not hesitate to contact me at 927-5a00. Sincerely, R42 ENGINEERING, P.S. . -, Fra,ik Postlewaite Staff Engineer • PUBLIC WORKS DEPARTMENT • BU110ING DIVISION CITY OF RENTON. WISHINGTON APPLICATION ONIY- UNTIL VALIDATED PERMIT NUMBER Omer IOcation of Worn Address INSPECTIONS FEES CONSTRUCTION Side Sewer Storm Sever PERMIT Right-of-Way Construction SP, Utility Conn. Fee - Water tPubiac Right-of-Way) Water Latecomer Fees -- Water Inap./Approval Fees SP• Utl:ity Conn. Fees - Sewer Sever Lateanner Fees Sewer InsP./Approval Fees Date Issued Inspection Fees Special Deposit - CASH BOND Expiration Dace TOTAL. FEE Description of Work and Number of Feet Contre. or Business ,...Tress License Bond Telephone IT l5 UNOERSTCDLID THAT THE CITY OF RENTON SHALL HE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID NO". ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BFFORE EXCAVATING. CALL 235-2631 FOR INSPECTION. Call betWean 8 AM and 9 AM for APPLICANT inspection in afternoon, call before 12 Moon the day before for inspection in morning. PUBLIC WORKS DIRECTOR SPECIFY TIME FOR INSPECTION, CALL 235-2620 for street sigts LALL BEFORE YOU DIG BY and lighting, 46-HOUR LOCATORS i-8o0-424-5555 _,k4 < r . -1 � 0 : `#SEC 24 a 25, T 23 N., R 40, '* k8 t •60 „�. f1 t M 00•»ST[ gT►t3 ® ,.� 0 a Spi,ITM iSl.d STREET a3.1� L E ns St •i Gow 1.0T �.e9 Of'Ll • li •7s IS t P = f7•S!1}�b e r r.a z000 t[ IL "till + $---- J' ' � �t } 4 oi MIME M[M'ra ttaocM OC «-_ 41 N•E o NX(T•IS' Y `STOP IT'( -— _- (NORTM5O ACE S L W G • , N Ill 670 WSJ'W r .es oo -25 waT 3 g l If R I *a01w rr Nf7•i]!) M U))97 L K M1S a = c 'Q o•ara.nN .x n , 1279 ACRES' 1 E� OMW LAKE PIP l ]]]O a / 00V LOT it 00v LOT 10 WV LOT f „ 74 46i ACRES � (SOUTH PARCEL) W --- EC 2 9 25, T. 23 N., R.4 , W&+ . 's+ o•6T ') yiT" Mt!•lTSYE i0Tl6! ,�� _p:tO �o AL SOUTH a53rd STREET ' y. x{•+7 N!r°sT xi' E A 54314 T •!�� t� L n*n N u••..� Orr. � is t mil L• G^^ - S r+ V 11 ry r «' LOOT• t(t 0 Of Ls I qa ss a 1 - �.W tT•s7l�gw: � � 1 87'lG �xO aO� p IL'O7TJ _ r _ o`: _1lyfEL► --_ ^ k_ —� Oo• l0T N J N d747'dt'y-�l 'I NLtNE NEM1tA KAOEP OtN __I!__ w :r ------- M•h'M E x 4 A2 Ot' • 7S • ) r N!r"p'!T N i o 120550 ACRES 1 (NORTH PARCEL) a � S _. _.._ .. i .. Z=m------;\ t�tn lh 3 Mer" )srw unn RI L. a Hta�•ec 4 a 7 R •NP•g9 w U7TU - rti •1jO, ^ 15 1279 ACRES i�a ioy NOW LAPS MPELINE1, ; _L trrc T A,rtwEP oa-- CLAIM "a +o oov LOT to GON LOT iO ( ON LOT! 74461 ACRES (SOUTH PARCEL) -—_--- 8—-�--• .—1GSLSEc�wE i i t�I�a Gz � { � ;3Sseir. _ 04 iyJ r� L„ EC 24 d 25, T. 23 N, R 4 W.M ' ` 4 — L:pt hA P'{0 M J •yL�, t, N{!°)751 E lor{67 . 5 \Llr ' aalOUTN 16k. .TIIEET^ xs•.�oo" IT n • (111 ..I soy l.T �'1 �•1 "t 05 L+ P owowv 300 j aZ.M:. +il , > $ 120550 ACRES 1 a (NORTH PARCEL) I I W h 1 i � 1 FgF � owyr {i % X I o,�p •1 I � G 8 1279 ACRES ►•. Ti L u . LOW LAKE PIPELINEh af, ___l {ov wr n oov nor Io ow LOT { 74 461 ACRES it To� (SOUTH PARCEU --._ �—•�-- —Itu se I rIE Q ` SEC 2 & 2S, T. 23 N., R.' W M 4 ;. TN S[CTIONN 1 I ti 0.19 �'EI Nf I / may LSS �V:6° 14 � •�1� N{f•37'SI"E 10Tf{!- Q HUTH 43rA t1r11E(T J IT{1•ST't7' E t{•♦S'Car 431 t Sq 14 ya IL',,, Sf' P Y P['LI Q Gov L" t�1 9AIf E/ w - IL."L1 w 7 y t- � . N lM[ 107 y 1tNNT. uE.0E11 DC _044ip . So•)1'1� E � :1 NQfi•1l 37"N -- OF •!{90' r ° 1205 ES _ (NORTHSPARCELI Q W of 95 Q ♦ �Y N 1 Z N O 1� �57 o R ws7 1 N 1)7TfJ .•° E 9 $ r19ow 79 ACRES/ L,�3' W PIPEIINE� LINE- } T � N[{DEN . 10N LIMY NO AS tDOV LOT II f D11 LOT 10 ♦ 74 461 ACRES 001'LDT s I ISOUTH PAR CEL 1 � City of Renton Engineering Department • 235-2631 • PRECONSTROC110N CONFFRENCE DATE: October 4, 1985 TIME: 9:00 A.M. PLACE: City Nall 4th Floor Conference Room DEVELOPER / CONTRACTOR OR SUBCONTRACTOR / NAPF OF PROJECT Name: _ Richard Grant Contrt_tor 226-0418 Phone: Frank Postlewaite Staff Enoineer RN2 453-0241 Project: Longacres Transmission Pipeline Proj, a: W-821 Location: Longacres Site NAME OF APPOINTED INSPECTOR Abdoul Gafour Please check departments to be notified and specify person to attend. x Design/Utility Enq. x , :re Dept. — — x Police Dept. x Street Dept. "_ Traffic Dept. x Sewer Maintenance x Water Shop _ Park Dept. .^.'_. Building Dept. Other _ Outside Depts. — Department of Transportation Pacific N.M. Bell ;ompany ' Puget Sound Power 1 Light Company ?_ Group W Cable TV Company x Washington Natural Gas Company Other WATER AND SFWER PRPIFCTS PRESENTLY UNDER CONSTRUCTION IN THE CITY OF RENTON WATER PROJECT 0 SI SFIrEI; PROJEfT / DATE }�S WATER PROJECT TITLE d^MauC� /y�'•� T.z..r a p _/' PROJECT LOCATION _ ,�; ur'gcK3q�e. •0 Tv DEVELOPER \ l )(F jZJU c 1 C /�j - //CC.� I •� �. PHONE �(�-3i3 E ME RGEMCY /1/9!G N,4 _,4,I PHONE CONTRACTOR ACIDNESS PHONE EMERGENCr PHONE FOREMAN PHONE , , EMERGENCY PHONE Clty of Renton Inspector Other 1ASnoctor PRECONSTRUCTION CONFERENCE PROJECT: Lw�.�ra !Z" T"rf.s.arssitn P awe DATE: kDORESS&&CATION: PROJECT ! µi-81/ PERMIT 1 WORK ORDER R Rk1flRNf#Rttf#1NNff Rf RRRRf ffffff RIMNRR1R 11RRff#RRM1fR###R#RR1f ff/MfiN##RMf THOSE IN ATTENDANCE NAME COMPANY PHONE -'js Y I I 1L)L1(f4G it on d)G. -sz 5 I 1. C.PadY �. lrlct�h ( a 6ti Y C,e Rp:'ATajc s...�e ,•35- ;2�ikC 1, L • i CITY or R8mix Mi ITV fvCrlimlw " Kill. AVMM W)UM RRNTDw WA "OS5. ATTENTIM: ARLM WGRT SWECT: +.fWktk[+ �2y 146 hA"Id piNrwt ._.. PRt WT OHM: W 82�.. YA`RK ORDLe N0.: User Kn. Raiyht: W You mte hereby authorised to have the Finance Department kill: NOMA Addreaa: 1,A y© l /716 .5. Cityl Attention: Phone for tier end material for the related water work tm the above refarenced project. The work is described as follows: Verb truly yours. HALfr October 4, 19115 S1124.11 (11/43) CITY OF RENTON LONGACRES 12-INCH TRANSMISSION MATERMAIN AGENDA FOR PRECONSTRIICTION MEETING 1. Sign up list/Introductions 2. Inspection and development of as-huilts 3. Method for filling no disposing of water used for sterilization, testing, and flushing pipeline. 4. Project timing: a. Anticipated starting date: October 15 b. Anticipated completion date: November 29 c. Acceptan(e by and transfer to City of Renton: Mid-December S. Connections to existing City of Renton System a. 12" C.I. pipeline at S.M. l6th Street (Isolation valves located approximately 40O' east ana 100' west) b. 12" C.I. tee with M.J. plug near the horsebreeders' barns qc%'A K le K '>0 ce 1olgla� lit !a►.rnqr� w az, . �� irk. ➢'�' ,Kr �+K _ � K.. .«,+<,� ) Ura . N•t f».. . rr' Id - kAnJ V- h,aILy µ 4.� N �,.w ('74 1.i 'l0^ 1, ,.L. W (( .. bt11C IV ncw,. tic RH2 ENGINEERING.10M .�Market P kilo xAet Sheet P O. Box IISO KIPKLANO.WASHINGTON 98033 _�+ Au9ust 28. 1985 � p 51124.11 Mr. Ron Olsen _ To CITY OF RENTON Lonaatres _ _ 200 M1II Avenue S Renton. WA 98055 _ --_-- ----- ,y WE ARE SENDING YOU ,A Attached - Under erpegp �tM Berm: Shop d,.pngs Pnnt, plant Samples SPebEETAIItyyE Copy of letter 1 cloomm avow .. cono mn Rp —.—_• -- - otusn�non THESE ARE TRANSMITTED as ct cmd beats r. For Appra"I r APproven as subm.ttM Resubmit _-copes rcr nIw•ural Xx fat your use ApprorM as n*W Submt copse for dletnbutgn C As reRuesw fl ReWmed Ior doffw* , RMum.__C"mcMd prints ' Fo,raw and comment Ci FOR BIOS DVE._.—. ,—_29 �l PRINTS RETURNED AFTER LOAN TO US REMARK4_.____-_._ SIGNED: Richard H. Harbert, D.E. •.A�tn: �F�a Yw 4 11 N,[Mun.✓.M p nsry0 .inp.Mnr W p Mt1 —� OF RE. wsz� THE CITY OF RENTON 7.V MUNICIPAL SUILOING 200 MILL AVE SO RENTON,WASH 99066 o 8APaARA Y. SWNPOCH, MAYOR 9 MAXINE E f10TOR. - OR CITY CLERK a (206) 235-::00 )FO SEe EM^' August 27, 198S Richard H. Harbert. P.E. RH2 Engineering P.O. Box 1180 Kirkland, WA 98033 Re: Longacres Water Transmission Pipeline. Dear MI . Harberg At its reqular meeting of August 26. 19eS. the Renton City Council approved your request for CRY participation in the oversiting of the water main to be installed through Longacres Race Track. For further information, please contact Richard C. Houghton, Public Works Director, at 23S-2569. Sincerely, CITY OF RENTON Maxine E. Motor City Clerk cc Mayor until President ublic Works Director Aag„st, 17, 1985 S1124.12 i11/39) CITY OF RENTON ADOEMdM N1. 1 TO THE PLANS AND SPECIFICATIONS FOR LONGACRES 12-INCH TRANSMISSION PIPELINE CERTIFIED NAIL: RETURN RECEIPT REQUESTED TO ALL PL ANHOLDERS: You are hereby notified of the following changes, deletions, adcitions, corrections and clarifications to the plans, specifications and other documents comprising the Contract Documents for the City of Renton, Longacres 12-inch Transmission Pipeline. 1. PROJECT SPECIFICATIONS A. CALL FOR RIDS 1. Delete the following sentence: "SEALED BIDS WILL BE. RECEIVED UNTIL 2:30 P.M., AUGUST 28, 1985, AT LONGACRES ADMINISTRATIVE OFFICE, ATTENTION: MR. BILL TAYLOR." Add the following sentence in place of the above: "SEIUED BIDS WILL RE RECEIVED UNTIL 2:30 P.N.. SEPTEIIBER 10. 1985. AT LOMGACRES ADMINISTRATIVE OFFICE, ATTENTION: MR. BILL TAYLOR.' R. EXHIBIT R - SCHEDULE OF PRif.FS 1. Delete the following from page 9-3: "7.8L SALFS TAY" Add the following in place of the above: '8,11 SALES TAX' _ 1 LONGACRES - ADDENDUM NO. I August 27, 1985 Page 2 Addendum No. I is hereby made a part of the Contract Documents, and its terms and conditions are fully binding on the planholder and contractor. The contractor shall acknowledge receipt of this Addendum No. I by signing in the space provided below and ATTACHING IT TO HIS/TIER PROPOSAL. Sincerely, RH2 ENGINEERING, P.S. Richaro H. Harbert, P.E. President issued: August 27, 1985 ontractor s Signature Contractor ease Print tTl t-T ate • • NI Rtnton City Cowell 01WIS page eight Old lulinell w^tinwd t Utilll ief Utilities cm it , CM bsa. "-VMS presented A ropml Cewhinee leceerno Concurrence in the request smbe,ued by Puget Inemen! Granted paver for a 20-fool aAltment TO, the P-1 Channel right-ef- le page, I.. NY Im Infl•11 • IrenCpl yiw line to the Mlle TlemlMnl to Mi ro t.e•taant pl•nl. The (Ora,11lw far the, relonwenC, the .. . and A l end (It Clerk be •ut MrIHd to Sign the a, gw,ent, NOVED IS NV N S, SECONDED IT STRIDrCAE, COUNCIL CONCUR IN TN[ CommlylE[ REPORT. CARRIED. watt, Mln we". Utilities CO itiot ro,p ."d to„currertea in the P,Ojett .1th Subwltlw by R02 Engineering for City regw st Lon emu g 9 r Pa.11elpp ion In the 9 lord of whTln0 a cuter 1ranf.datbo solo 1Mrougn tongamn Property lrae I-Irn,A to I2-1n1h ataee I., pl oilno to Idelp:.te Sll the "tor loop system Ir EM Area for the Mutwl benefl, of bath Longecns end the City of sent... The City-S ean c,pat 1pn It In &cCOrdlnCe with K@Solutlen N0. 2164. MOVED By NUGN[S, SECONDED IS IT SEOICIE, COueCI, CONCUA IN TNI CON,ITTEE 010017. CARRIED. M isle. Ol,po w, Utliltlp Cafsttt•e AUAC.".d in the '*Cr -d.,ien, of the F.ci,e T.. Ronan end public Wrb DepRrteaeu to It.. Rainier OiwweI (Owp•ny to pet, Run the new teed.. ... neentty I posed by Senate Bill EESg 4228. A¢ording ro the Rih.hte Dr actor, there -ill nol be a head to Incraat. .art, for the row ender of 1805. Arad If the Con,user Ilk. Inds. Cartinues at IRS plegnt rate, ,•let w1 .1 Mad tb be inme•led in 1986. A ?,,at deciSion .a,t She" •vailabllity of Nuvefber-t o•Ibrewbo (II flgu.ee In Pa.."., 0/ IIas The U. adjustment for A•Inier Oi,peal .ill be Ef,,tj" July 1, I985. PROVED By MU.MES, SICOND[0 By STAEDIUE, COUNCIL CONCUR IN THE COM11T[E 11,11,. CARRIED. 11^9 Count, Cou^ellhes•n Ioolk" "Vel"d Island our wdo wod IOE Annea orlon .bl LLuwet�n era drag Tlbbi•S/ Duv11 s Sunset of Aing Count, "".'t to the hest oft h panning poc 4tl Re Spon,t free Cou^ 11 S the eartull.d late, c Site. IM led us Matter.,O. and Sueaic\• lnd4ated that the Sile, Ioc aced .eft RuI Dueall and ram to of .nut 11.01TIld, ws urwarked for ah".elion in 1968 so-- egain S*.ArAI year, ego. but property owe•rs of the ea•l proa,t.d for Several epnna In,I.dinp Sewr tonnallion. Plahnin and Plamting end Do.elepwnt Cm Thee CMi. —� men err edi$ke 5, 00.00M td�Ot.e a • report re."'tnm rage eppro.al of the transfer el ��^k u51> •^< :own ,role AdwlhlSU Nye Contingency fund unto the Poliq,000.00 Dew[wnent DaDerteurt budget to hire • tSnSulun, to p 0suff a Ieng-dense No" study plan for the a,NTm,,hn Area. the Cade' Miler IM•oils., and re,idtntial gwlrlY uhyu s. MOVED 6l SIDEOIt IE, SICCROID by NIOLKIR, COUNCIL CONCUR IN THE COMMITTEE RIPOAT. CARRIED, lot line Planning and ptvalopment tp ittee recp r4ed referral of Ael.,le.r^If rl,ill Rune 10 the 1-1 line Adjustment prpvl,ione of the S„bairi uon Dr dih•nce (Spt10n 4.110U5)1 tm RAW city AIWo" ro, reaie. and IwNd w nl .min,•1 10 curl and Mans CMwil,ee. The rerillon, hl,ich SImplllial NxeNn, and tOlap lip .IIh englneArinp P1.11"a•, hill require the City to record record• of .,.a Y. ayAlieatlon Every. and dead, tra.,r err ing A, day lty, MOVED SIT STRIDICIt, SECONDED Sir 'got SEA, COUNCIL COwCVM IN IN[ COMNIITIC REPORT AND kRE1 TMIb NATTER TD WAYS AND NUNS COMMITTEE. CARRIED, Low width, m Planning And M.,Ib AA.t COaalt Ue cone mretl in the .pueal A•I 2 to reduce l0l hi doh, fr os 7S feel w 60 rest for tone, Iota end fry. 10 Sot to 70 I " I ,p eto for co•M• lots rat b he . R-i and 1.2 rat ide,r. Thep to a1lo. .,epee Ilea tbllity le ,*. lei at0n N„g^. The EW,S by t e C t At Iege1 review Illen ,Rug prom to ways an# by ,M (Ft M n< and S.RSpwn, $'CONOC to VIYS Ina Meea, L CONCUR tED BT SIN"117" SECONDED IT AEOLI(I, MATTER, (DN[UA IM Tiet (OMMITT[E REPORT AND qr❑ THIS MATTER TO HATS AID M[AMS (OMMITT([. URA,EO. Renton City Council 8,26185 Page eight Old Susinets continued Utilities Utilities Committee Chairman Hughes presented a report Committee recommending concurrence in the request submitted by Puget Easement Crarted Power for a 20-foot easement over the P-1 Channel right-of- to Puget power wa; to In1ta. 1 a tnansmistion line to the Metro Treatment to Metro Treatment Plant. The Committee furtlwr rOCCOWentls the Mayor and Plant City Clerk be authorised to sign the agreement. MOVED Br HUGHES. SECONDED BY STREDICKE, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. water main Upsiae Ut l lit ies Committee recommended concurrence in the request Project with submitted by AHZ Engineering for City participation in the Longacres cost Of upslring a water transmission main through Lohgac-res Properly from b-Inch to 12-lnch diameter pipeline to complete the water loop system in the area for the mutual benefit of both Longacres and the City of Renton. The Clty's participation is in accordance with Resolution No. iii64. MOVEC by MUCHES, SECONDED BY STREDICKE, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Rainier Disposal Utilities Committee concurred in the recommendations of the Excise Ta. finance and Public Works Departments to allow Rainier Disposal Company to pass on the mar excise tax recently imposed by Senate Bill EESS 4228, According to the Finance Direclo,, there will not be a need to increase rates for the remainder of 1985, and If the Consumer Price Index Continues At its present rate, rates may not need to be increased In 1986. A final decision mutt await availability of November-to-Hovtmber CPI fi9ure5 In December of 1985. The tax adjuttment for Rainier Disposal will be effective July 1, 1985. MOVED By MUCHES, SECONDED BY STREDICKE, COUNCIL CONCUR IN THE COMMITTEE REPORT, CARRIED. King Eo° t` Councilwoman Keolker recalled island near outst ion during Tibbles/ Underwood lot Annexation Dublle meeting regarding pocket Duvall a Sunset of King County p,operty to the west of the annexation site. ResPonse from Councilmembers 7,;mn, Mothewt and Stredicke indicated that the site, located west of Duvall and north Of Sunset Boulevard, was ea,ma tea fur annexation in 1968 and again several years ago, but property owners of the area protested for several reasons ircluding sewer connection. Plan"'^ one Planning and Development r Nllopm!^t a report fteOmmendin a Committee Chairman Stredic4e P f0ented one-"y- -, r 9 approval of the transfer of $5.6)0,00 from adman at i.e Contingency land unto the Policy Work Stoma, plc^ Development Oeparlmant budget to hi,e a consultant to Prepare a long-range work study plan for the downtown area. the Cedar River shoreline, and residential quality analysis. MOVED BY STREDICKE, SECONDED BY KEOLKER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Lot L-^e Planning and Development Committee recommended referral of Adj.et�entb rty itionS to the lot line adjustment prOvjS;o,S of the Subdivision grdlnance (Section 4.1104(5)) to the City Attorney fp' review and subsequent referral to Way and Means Corm ttee. The revision, which simplifies proctdy•as and complies with engineering practices. will require the City to record records of survey, application forms, and .tads transferring property. MOVED By STREDICKE, SECON^u EC By KEOLKEA, COUNCIL CONCUR 1% THt COMMITTEE REPORT AND REFER THIS MATTER TO NAYS AND MEANS COMMITTEE. CARRIED. Lot ❑,dt"s - Planning and Deyclopmert Commit ter coot u•ryd in the ,aq.e sr R-i and A-2 to reduce lot widths from 75 feet to 60 feet for into.,or 2�"es lots old from 80 feet to 70 feet fo, corner lots in the a-1 and 4.2 rasidenttat :ones to allow greater flaxi4l its '^ subd;14;Dn design. The Committee rota,,,nd. legal revier Of the Pl OPOsed revisions by the City Allo.nt a=:• subse,ue-t 'eft,,&t to Way% and Mean, tomm,t tea V€0 ± STREDICKE, SECONDED BY KtOLKER, COUNCIL COMCOR IN THE COMMITTEE REPORT AND RErtA THIS MATTER TO MAYS AND MEANS .. 111EE. CARRIED. w•E21 Renton City Council • • 8/26/85 Page eight Old Business continued Utilities Utilities Committee Chairman Hughes presented a report Committee recommending concurrence in the request submitted by Puget Easement Granted ►orr for a 20-foot easement over the P-1 Channel right-of- to Puget Power way to install a transnissior, line to the Metro Treatment to Metro Treatmer Plant, The fommittee further recommords the Mayor and Plant Cit I Clerk It, authorized to sign the agreement. MOVED Y HUGHES, cCONDED BY STREDICKE, COUNCIL CONCUR IN THE COMMITTEE REPORT, CARRIED. Water Main Upside Utilities Committee recorasended concurrence in the request Project with submitted by RN2 Engineering for City participation In the Longacres cost of capsizing a water transmission Min through Longacres property from 8-Inch to 12-inch diameter pipeline to complete the water loop system in the area for the Mutual benefit of both Longacres end the City of Rentor. The City's participation Is in accordance with Resolution No. 2164. MOVED BY NUGNES, SECONDED BY STREDICKE, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Rainier Disposal Utilities Committee concurred in the recommendations Of the Excise To. Finance and Public Works Departments to allow Ilainie• Disposal Company to pass on the raw excise to. recently imposed by Senate Bill EESB 4228. According to the Finance Director, there will not be a need to Increase rates for the reins lnder of 1985, and if the Consumer Price Index continues at its present rate, rates may not need to be Increased in 1986, A final decision must await availability of November-to-November CPI figures in December of 1985. The tax adjustment for Rainier Disposal will be effective July 1, 198S. MOVED BY NUGNES, SECONDED BY STREDICKE, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Ring Courty Councilworna, Keolker retailed question during Tibbles/ Island near Underwood 10% Annexation public meeting regarding pocket Duval' c Sunset of King County property to the west of the annexation site. Response from Councllmembers Trim, Mathews and Stredicke indicated that the site, located west of Duvall and no,th of Sunset Boulevard, was earmarked for annexation in 1968 and again several yens ago, but property owners of the area protested for several reasons including sewer connection. planar. and Planning and Development Com,;ttee Chairman Stredicke presented vet art a report recownwinding approval of the transfer of S5.000.00 ronsu for from Administrative Contingency Fund unto the Policy Work Study Plan Development Department budget to hire a consultant to prepare a long-range work study clan for the downtown area, the Cedar River shoreline, an, residential quality analysis. MOVED BY STAED M, SECONDE6 BY KEOLKER, COUNCIL CONCUR IN THE COMMITTEE REPORT. MAIM Lot Line Planning and Development Committee recommended referral of Adjustments revisions to the lot line adjustment provisions of the Subdivision Ordinance (Section 4-1104(5)) to the CitY Attorney for review and subsequent referral to Ways and Means Committee. The revision, which simplifies procedures and complies with engineering practices, will require the City to record records of survey, application forms, and deeds transferring property. MOVED By STREDICKE, SECONDED By KEOLKER, COUNCIL CONCUR IN THE COMMITTEE REPORT AND REFER THIS MATTER TO WAYS AND MEANS COMMITTEE. CARRIED. Lot Widths in ►lar,;nq and Dtvtlopalsnt Committee concurred in th! request A-1 and R-2 to reduce lot widths flue 75 feet to 60 feet for interior Zones lots and from BD feat to 70 feet for comer lots in the 01>1 and 0-2 residential zones to allow greater flexibility in subdivision design. The Committee recornv,ds legal review Of the proposed revisions by the till Attorn!x and subsequent referral to Ways and Means Cornnittea. MOVED BY STREDICKE, SECONDED BY KEOLKER, COUNCIL CONCUR IN THE COMMITTEE REPORT AND REFER THIS MATTER TO WAYS AND MEANS COMMITTEE. CARRIED. E �q August 73, 1985 51124.11 (11/38) Mr. Marla Schmiot SEATTLE WATER DEPARTMENT 121 Second Avenue Exchange Building, loth Floor Seattle, WA 98104 Subject: How Lake Transmission Pipeline Crossing Dear Mario, This letter is to document our telephone conversation on Thursday. August 22, 1985, regarding the Longacres waterline crossing of the Bow Lake Transmission Pipeline. During that conversation, we concluded that the design cross'nq was correct as shown (at Bow Lake Sta. 164 . 11 on the design plans). Any idlustments made during construction can he shown on the as-built survey following installation of the pipeline, vnu also mentioned that the two 1-inch PVC conduits may need to be changed to a steel conduit in the City right-of-way. Should this be required, we would propose to encase the 3-inch conduit in 4-inch Schedule 40 galvanized iron pipe. Finally, i would emphasize that time is of the essence for obtaining this permit. The scheduled bid opening is on August 28; therfore, we would appreciate a prompt response. If you have an- further questions, please contact me at 827-6400, Sincerely, RNnn2 ENGINEERING, P S. T� ��J Frank Postlewaite Staff Engineer cc: Mr. Biil Taylor, Longacres Mr, Ron Olsen, City of Rentno lCONlorket Slreet.PO Box 1180,Kirkland,Washingtong8033120818276400 • • w-82r oil August 19 1985 51124.t 61/31) En9�neerinQ Mr. Marlo Schmidt SEATTt.E WATER DEPARTMENT R21 Second Avenue Exchange Building, In" rloor Seattle, WA 98104 Subject: Row Lake Water Transmission Pipeline Crossing Dear Marlo: This letter is a request for a right-of-way crossing permit for the Installation of a 12-inch ductile iron water transmission main across Cedar River Transmission Pipeline No, 4 (Bow Lake Pipeline), The watermain improvement is necessary to provide adequate fire protection for the Longacres barn area through which the watermain will be constructed. The watermain extension will also complete a loop to the City of Renton's water system, thus strengthening the water service grid in Lhis area. Upon completion of this facility, 1t will become the City of Renton's property; therefore, this permit request is on behalf of Longacres and the City of Renton. The crossing alignment is shown un Sheet 5 and detailed on Sheet 6 of the design plans. The two mains at the crossings shall be separated by one foot of clean sand bedding, with the 12-inch pipe crossing over the 60-inch pipe. This crossing occurs at Bow Lake Pipeline, Sta. 164 . 11 or 700 feet from the Henry Meader Donation Claim Line No, 4, The crossing will be perpendicular to the right-of-way. If you need to visit this site, please contact Mr. Bill Taylor or Mr, Mike O'Donnin of Longacres at 226-3131; if you have any further questions please contact me at 827-6400. We would aplreciate your prompt review of this permit request, since we intend to bid the project during the second week of August. Attached are three sets of the design plans and a check for the permit fee in the amount of $225.00, Thank you for sour consideration of this permit request. Sincerely, RH2 ENGI 7IUn�LAMM ��JJJI' Frank Postlewaite Staff Engineer Attachments (Plans, Check) cc: Mr. Rill Taylor, Longacres Ni-. Ron Olsen, City of Renton 1410 Market Street,P.O,Box 1160.Kirkland,Washington 980333(206)827.6400 I For Use BY CItY Clark's Office Only A 1 / AGENDA ITEM RENTON CITY COUNCIL MEETING ................................................... ........................................ SUBMITTING Dept./Div./Bd./Comm. Public Works Iknartment For Agenda Of a 12 d5 Staff Contactson Meet ng Date �1ee Agenda Status: SUBJECT: Request for Financial Participation Consent _ for Upsiring Proposed Longacres Water Public Hearing Correspondence rranemdssicn Pi{wline — Ordinance/Resolution Old Business Exhibits: (Legal Descr. , Maps, Etc,)AltdLh New Business Study Session A - Idtter from AtL 'rg Other B. C. Approval: Legal Dept. Yes_ No N/A_ COUNCIL ACTION RECOMMENDED: Finance Dept. Yes_ No` N/A_ Refer to Utilities Committee Other Clearance FISCAL IMPACT, Expenditure Required $ Amunt S Appt.priation- Budgeted Transfer Required S SUMMARY (Background informa jon, prior action and effect of Implementation) (Attach additional pages It necessary.) Lt-tter from RH2 Engineering I luests City financial participation in the amount of $43,385 and suggests payment from the system development charge income, claim- ing mutual benefit for the City and Longacreu by completing water loop system and tv i.engacres obtaining adequate water service for fire protection in the barn area. 'the City's Comprehensive Water System Plan recommends a 12-inch trans- mission pipe be installed; the largest flow demand for bongacres barn area could be. met with An 8-inch line; therefore City's participation is reguestad in funding the upeiring of the line from 8-inch to 12-inch. PARTIES OF RECORD/INTERESTED CITIZENS TO BE CONTACTED. SUBMIT THIS COPY TO CITY CLERA BY NOON 04 THURSDAY WITH DOCUMEN)ATION. RECEIVED AUG 5 05 WEXAE CITY IN BLAIuq 00400 Engineering Cm COUWIL July 23, 1985 51124,1 (I1/29) City Council CITY OF RENTON 200 Mill Avenue South Renton, MA 98055 Subject: Request for Financial Participation for Opsizing the Proposed Longacres Water Transmission Ptpellne Dear Council Members: This is a request that the City of Renton participate in the cost of upsizing a water transmission main through the Longacres property by funding the costs of upsizing the watermain from an 8-inch to a 12-inch diameter pipeline. The City's participation could take place to accordance with Resolution No. 2164. a copy of which is attached. The City's costs could be funded by the system development charge income from this property, estimated at approximately $50,800. This project would mutually benefit the City of Renton and Lungacres. The City would benefit by the completion of an important loop in the its water system grid; Longacres benefits by obtaining adequate water service for fire protection in the barn area, although their needs are met by an 8-inch diameter water main. Specifically, the largest flow demand with fire sprinklers in the Longacres barn area is 2,500 gallons per minute (gpm) at Barn 98. This water demand could be provided by an 8-inch watermain rather than a 12-inch. The City of Renton's Comprehensive Water System Plan recoinnends a 12-inch transmission pipe be installed for this addition to the pipe network as described in Project No. 100 and shown in Figure 5, Proposed Improvements. This improvement was discussed with City Staff at a meeting on July 19, 1985, at which they expressed their support for the upsizing. The increase in costs for upsizing the watermain is outlined below, and is based on material costs only as provided by material suppliers. 14�O Markel Street.PO Box 1180,KhK land,Washington 98033(2061827 6400 City Council • . July 23, 1985 Page 2 ADDITIONAL. COSTS FOR UPSIZING MATERIAL DUANITYIUNIT UNIT COST DIFFERENCE COST DIFFERENCE Pipe 3440 LF $6.0 $21,053 Fittings 34 each 172.00 5,848 Gate Valve Assembly 7 each 1,200.00 8.400 Additional Material Cost $35,301 Standard Constractor Markup 5,295 Sales Tam 2,789 Total most for Upsin n9 543,385 The total, $43.385. is the amount of financial participation requested. Thank you for your consideration of this request, if you have any questions, please contact me at 453-0241. Sincerely, RH2 ENGINEERING, P.S. ,(/-fV -'&X� Richard H. Harbert, P.E. Attacrment cc: Rill Taylor, Longacres CITY OF RENTON, WASHINGTON RESOLUTION N0, 216t WHEREAS it is advisable to provide and establish definite guidelines and standards concerning the installation of utility lines within the City, and WHEREAS the City does hereby set forth such appropriate guidelines for the benefit of the various departments of the City NOW THEREFORE BE IT RESOLVFD BY THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON.LAS FOLLOWS: SECTION I: The following standards and guidelines are hereby astablighet: end shall be generally adhered to by the various City departments in dealing with and considering the installation of utility lines within the City, A. All Utilities within the City of Renton will be extended in a manner in an•1 along routes which comply with the comprehensive plans of the City of Renton. B. If no such comprehensive plan exists, then the utilities will be extended and installed in a manner as to best serve the citizens of the City of Renton C. It is realized and acknowledged by the City Council that the selected route or routes may not necessarily be the shortest or most inexpensive route for the installation of such utilities but will beet serve the City over an extended period of thee. Engineering September 7, 19d4 S1124.00 (8/19) Mr. Bill Taylor LONGACRES, INC. P.O. Buz 60 Renton, WA 98057 Sub,ect: Fireflow Analysis for the Proposed 12" Diameter Waterline to Serve the East Stable Area Bear Mr. Taylor: This letter summarizes the fireflow capability of the City of Renton's Water System to supply Longacres' horse stables. A computer analysis simulating a fire at this location was performed for the purpose of determining the fireflow capacity of the City's System. The analysis was based on the existing Renton Water System with the addition of a 12-inch diameter waterline through Longacres' property from the 12-inch diameter main on Southwest 17th Street to the 12-inch diameter main sr-rving the Washington Horsebreeder's Association, Results of this analysis, as detailed in the attached figure, indicate that the available fireflow at the horse stables would be approximately 5,210 gallons per minute (gpm) at a residual pressure of 30 pounds per square inch (psi) in the main adjacent to the property. The fireflow capability for the analysis was based on the Insurance Service Office's (ISO) criteria, which is used by the local rating company, the Washington Survey and Rating Bureau. In accordance with ISO criteria, both the Longacres' Water System ant the Renton Water System were simulated experiencing maximum day demands with the City's single largest source of supply, Well Po. B. out of service (i .e. due to failure, maintenance, contamination, etc.) . A summary of the operational conditions used in the analysis is as follows: o Maximum day demand for the Longacres' Water System a 650 gpm. o Minimum service pressure of 40 psi in the Valley area during normal demands ind 30 psi during fire demands. 0 Well Nos. 1, 2, and 3 are in operation while Well No. 8 is out of service. o Springbrook Springs is supplying the System at 1,3UO qpm. o Talbot Hill Pump Station is operating at I,SOO glim. 0 The Mt. Olivet Primp Station is operating at 1,700 9M. 1410 Market Street,P.O.Box 1180.Kirkland.Washington 911033(206)627 6400 Kr. Bill Taylor • • September 7, I984 Page 2 o The Windsor Hills u,yav Station is operating .t 1,950 gpm, o The Talbot Hill and Rt. Olivet Reservoirs are both in operation. A copy of the computer output has been retained in this Office for future reference. Please do not hesitate to contact me if you have any questions or comments regarding this analysis. Sincerely, RH2 ENGINEERING, D.S. Ic� Harbert, President Enclosure For Use By City Clark's Office Only AGENDA ITEM RENTON CITY COUNCIL MEETING -aaaaaaafaaa Yaaaaaaa.Maaaaaaaaiaaaa a .aaaa.NMwaaaaaaasaas.MWaaaa o lll"G slept./Div./Bd./Comm.public Works Duparttent for Agenda Of a 1: 85 (lest nq Data, � Staff Contact� ogre am(Rie) Agenda Status: SUBJECT: Request for Financial Participation Consent for Upsising Proposed Longacres Water Public Nearing C rrespondsnce Transmissk• ,% Pipeliro ---- Ordinance/Resolution Old Business Exhibits: (Legal Descr., laps, Etc.)Attach New Business Study Session A• In .-r Fr". Rill nyineer,�eu _._ I Other_ R. l C. Approval: Legal Dent s_ No^ N/A_ COUNCIi ACTION RECOMMENDED: Finance P.,.L. res_ No. WA_ Refer to Utilities Committee Other Clearance FISCAL IMPACT, Expenditure Required S mount $ Appropriation- S Budgeted Transfer Required SIANUAV (Backgroaod Information, prior action and effect of implementation) (Attach additional pages If necessary.) Letter from R142 Engineeri"9 requests Ci•y financial participation in the amount of S43.385 and suggests payment from the system development charge income, claim- ing mutual benefit for the City and Longacres by coegtlettag water Loop system and by Loo"cres obtaining adequate "ter service for fire protection in the barn area. The City's Comprehensive Water System Plan recommends a 12-itch trans- mission pipe be trutalledi the largest flow demand for tongacres barn arse could be met with an 8-inch pine; therefore City's participation is requested in funding the upsising of the line from 8-inch to 12-iACh. PARTIES Of RECOROJINTERESTED CiTittNS TO K CONTACTED% SUSHI' TNtS COPY TO CITY CLERK BY NOON ON TNURSDPY WtTN DOCUMEMTATtON. RECEIVED Z AUG 5 1985 City Of KNION Engineering cm touwcu July 23, 1985 S1124.1 (11/29) City Council CITY OF RENTON 200 Mill Avenue South Renton, WA 98055 Subject Request for Financial Participation for Upsizing the Proposed Longacres Water Transmission Pipeline Dear Council Members; This is a request that the City of Renton participate in the cost of upsizing a water transmission main through the Longacres property by funding the costs of upsizing the watermain from an 8-inch •k a 12-inch diameter pipeline, The City's participation could take place in accordance with Resolution No. 2164, a copy of which is attached, The City's costs could be funded by the system development charge income from this property, estimated at approximately E50,8t. This project would mutually benefit the City of Renton and Longacres. The City would benefit by the completion of an important loop in the its water system grid; Longacres benefits by obtaining adequate water service for fire protection in the barn area, although their needs are met by an 8-inch diameter water main. Specifically, the largzst flow demand with fire sprinklers in the Longacres barn area Is 2,5DO gallons per mtnute (gpm) at Barn 9B. This water demand could be provided by an 8-inch watermain rather than a 12-Inch. The City of Renton's Comprehensive Water System Plan rectimends a 12-inch transmission pipe be installed for this addition to the pipe network as described in Project Mo. IOU and shown in Figure 5, Proposed Improvements. This Improvement was discussed with City Staff at a meeting on July 19, 1985, at which they expressed their support for the upsizing. The increase in costs for upsizing the watermain is outlined below, and is based on material costs only as provided by material suppliers. 1410 Markel Street.P.0 Box 1180,Kirkland,Washlf pton 9W33(206)11276400 City Council • . ' July 23, 1985 Page 2 ADDITIONAL COSTS FOR UPSIZIN6 14ATERI_ty____ UANITY/UNIT COST DIFFERENLc COST DIFFERENCE Pipe 3440 LF $6.12 $21,053 Fittings 34 each 172.00 5,848 Gate Valve Assembly 7 each 1,200,00 8,400 Additional Material Cost $35,301 Standard Constractor Markup 5.295 Sala 14. 2.789 Total Cost for Jpsin ng $43,385 The total, I43,385, is the amcunt of financial participation requested. Thank you for your consideration of this request. If you have any questions, please contact me at 453.024). Sincerely, R02 ENGINEERING. P.S. Richard H. Harbert, P.E. Attachment cc! Mr. Hill Taylor, Lryngacres 40400 Engineennq September 7, 1984 51124.OG (8/19) Mr. Bill Taylor LONGACRES, INC. P.O. Box 60 Renton, NA 94D57 Subject: ftreficw Analysis for th, proposed 12' Diameter Waterline to Serve the Es.. Stable Area Hear Mr. Taylor: This letter sunimAri:es the fireflow capability of the City of Renton's Water System 10 supply Longacres' horse stables. A computer analysis simulatin0 a fire at this location was performed for the purpose of determining the fireflow capacity of the City's System, The analysis was based on the existing Renton Water System with the addition of a 12-inch diameter waterline through Longacres' property from the 12-inch diameter main on Southwest llth Street to the 12-Inch diameter main serving the Washington Morsebreeder's Association, Results of this analysis, as detailed in the attached figure, indicate that the available fireflow at tie horse stables would be approximately 5,210 gallons per mtnuce (gpm) at a residual pressure of 30 pounds per square inch (psi) i, the main adjacent to the property. The fireflow capability for the analysis was based on the ,,.surance Service Office's (ISO) criteria, which Is used by the local rating company, the Washington Survey and Rating Bureau, In accordance with ISO criteria, both the Longacres' Water System and the Renton Water System were simulated experiencing maximum day demands with the Ci(y'S single largest source of supply, Well No, 8, out of service Ii.e. due to failure, maintenance, contamination, etc.) . A summary of the operational conditions used in the analysis is es foilows. 0 Maximum day demand for the Longacres' Water System • 6SO gpm. o Minimum service pressure t 40 PSI in the Valley area during normal demands and 30 psi during fire demands. o Well NOS. 1. 1, and 3 are in operation while Well No. 8 is out of service, o Springbrook Springs Is supplying the System at 1,300 91m, o Talbot Mill PLOP Station is operating at I,SW 9Wi. o The Mt. Olivet Pump Station is operating at 1,701i gpm, 1410 Markel Street,P.O.Box 1160,Kuklarie,Washinpion%0JJ(2061827 6400 • Mr. Bill Taylor September ), 1L84 Page 2 o The Windsor Hills Pump Station is operating at 1,950 gpm. o The Talbot Hill and Kt. Olivet Reservoirs are both in operation. A copy of the computer output has been retained in this Office for future reference. Please do not hesitate to contact me if you have any questions or comments regarding this analysis. Sincerely, RH2 ENGIY'_ERING, P.S. Ic� Harbert, President Enclosure CITY OF RENTON, WASHINGTON P' 3LU110H NO. 116/ WHEREAS it is advisable to provide and establish definite guidelines and standards concerning the installation of utility lines within the City, and WHEREAS the City does hereby set forth such appropriate guidelines for the benefit of the various departments of the City NOW THEREFORE BE IT RESOLVED BY THE CITY OOUNCIL OF THE CITY OF RENTON, WASHINGTON.tAS FOLLOWS: SECTION I: The following standards and guidelines are hereby :stsbli+hed and shall be generally adhered to by the various City departments in dealing with and considering the installation of utility lines within the City, A. All Utilities within the City of Renton will ,e extended in a manner in and along routes which comply with the comprenensive plans of the City of Renton, B. If no such comprehensive plan exists then the utilities will be extended and installed in a manner as to best serve the citizens of the City of Renton C. It is -realized and acknowledged by the City Cooncil that the selected route nr routes may not necessarily be thashortest or most inexpensive route for the installation Of such utilities but will hest serve the City over on extended period of time, . bL( ET28.45.1 MVS:sb ! i-25-85 SWD C11i OF SEATTLE - WATER DEPARTMENT UTILITY CROSSING PERMIT U85-009 -RMISSION IS HEREBY GIVEN to the following named petitioner: C1__ ty or Renton Municipal Bpld 200 Mill Ave. S. Renton _1A 98055 r nstaT ma n a n and operate a 12-inchd ;meter ucti1,1 a ron water man and two -inc o,ameter iron communications conduits across the City of Seattle's 30-foot-wide Cedar River Pipeline No. 4 (Bow Lake Ptoeline) right of way at approximate pipeline Station 164 T 11, all situate in the N.E. lt+ of Section 2b-23-4 in King County, Washington (Kroll Page 345) and as depicted on plats for "Longacres 12-inch Transmission Pipeline," by RH2 Engineering, P.S., approved B-13-85. Minimum vertical .learance of 12 inches to be maintained between permittee's over rossing installation and Seattle', u0-inch diameter concrete cylinder pipeline. SUBJECT to City of Seattle ordinances and regulations and to the following terms and stipulations: 1. The City of Seattle to be saved harmless from anv and all damages which may accrue to any persons or property by reason of this installation or use, or the maintenance or operation thereof. Work to he prosecuted with diligence, and with due respect to all property, contracts, prrsons, rights ano the interests and convenience of the public. Permittee agrees to restore the premises to the condition found, or better. If costs to the City of Seattle in conjunction with this permit exceed the permit tee, Permittee agrees, upon being billed, to pay such costs. 2. The Seattle Water Dept. shall be notified (625-4184) two days before work is begun. 3. Permittee's use of the right of way shall in no way interfere with the present or future use of said right of way by the City for any purpose. 4. If at any time the City shall install, repair or replace a pipeline or pipelines at said W.M. and conduit crossing, Permu tee upon written notice from the City shall tem- porari y remove move said installation at its own expense durin; said installation, repair or replacement and replace same at7ts own expense under the supe•vision of the City. 5. Permittee agrees upon being billed therefor to pay for sny increase in the City's to of installing, replacing or repairing the City's pipelines or other City improvements resulting from the existence of Perrittee's installation b. Permittee a - '.o pay to the City t e ch oreDair of an., of the City's facili- ties damaged by tt illation, operation or maintenance of Permitt,- 's installation 7. Permittee , that the City shall not be liable for any damage too saT— installation by reason of any construction, alteration or improvement by the City, its agents or representatives, except where such damage is caused by the City's sole negligence. B. The City reserves the right to institute an annual fee for this permit. 9. This permit is revocable upon thirty days notice b, the Superintendent of Water. 10. This permit is not transferrable. 11. One copy of this permit must be on-site during installation by Permittee or Permittee's agent. All work shall be completed by October�1.a�1986 ' �.- 12. T`is permit is invalid unles, approved by the-Tty oY Seattle and executed in accep- tance by Permittee. Permit application fee: $225.00 to cover costs of administration, inspection, et^. APPROVED BY THE SEATTLE WATER DEPARTMENT n oate; u.p.e �en 7/�o,'d✓ — o water ACCEPTED BY CITY OF RLNTON Date By Title 14,00-tL L iGus Olf2tk&jU cDNNEcnoN, A. ♦ 15 LT. e I4 (13 SLDG.j STUSWT: 17 C.L TEE(YJ)WRN COMC.bLKG M r q r CLASS 52 D.L NIPPLE.6 LENGTH 1 17 W PLUG WITH CO14C.SL.KG. IT X 17 X r(LLI X FL)C.I.TEE --... r(FL X W)GATE VALVE C M O r IW PLUG WITH 7 TEMP. SLOW-OFF 1r SEE DETAIL, PROVIDE 5 LF OF CLASS 52. TA. 25 + IzT__ _ 6 PLASTIC FILM ENCASED 17 D.I.WATERMAIN. ANHOLE 3 AND TWO EACH Y PVC CONDUITS — PROVIDE 51 LF OF CLASS 52 R RENTON STANDARDS PLASTIC FILM ENCASED 17 0.1.WATERMA.H. AND TWO EACN r WC CONDORS—' d PROVIDE 25 LF OF CLASS 52. J PLASTIC FILM ENCASED 17 D.I WATERMAIN. AND TWO EACH T PVC CONDUITS + 56 LT. v (t6, L 1S TA + 27 70 LT \ PROVIDE 30 LF OF CLASS S2, STANDARD OFFIR ENTON 3HYDRANT ASSEMBLY (10 FROM SLOG.)STUBOUT: PLASTIC FILM ENCASED 17 D.L WATERMAIN. PER CITY TEE (MJ X F STANDARDS 5T/ r CLASS S2 D.1. NIPPLE. 5 LENGTH -PROVIDE 115 LF OF CLASS \ AND TWO EACH 3 PVC CONDURS 17 X T V TEE( L %FL) pp, 17 X 17 X r(W X FL)C.I.TEE i1 PLASTIC FILM ENCASED 17 1.WATERMAIN, ,r v T H em b S4ne c egDU/rS r GATE VALVE(FL X W) TO r(fL X MJ)GATE VALVE AND TWO EACH 3' PVC CON ITS � * SE. t M_PLUG WITH Y TEMP. SLOW-Off __ETA. 27 - 12, n_LT.- ISM 60 S27T 4 7 1ANBMISSION (CRPI 4) pETAK 4 I PIPELINE CROSSING '-- SEE ... SEE DFIuL Sit e L- STA.26 + Sp120 LT, STA 31 + SA. 16 1 'n°S kbj 1 �_i 27_t_jWjQ I.T.,P�Q_VVE: MFTER-AND-901 Inl;R VAC ASSEV"LY WITH VAULT PREVENTION VAL 33 LF ZF 1•C0NINt10 CTN PIPING SEE DETAIL SEE W 12 CONC \ AIRVAC DETAIL,SHEET 1 I STORM SEWER__ 6 STA,27 1T 1 1 - II'.- SEND(WI I I WITH CONIC. BLOCKING c we COYC I 2. PAD W PAC 1 II 2 . . r y2i _ _.—�-- _ _ _s __� •— W — - o cow PAD O 3 PAD W W I RESTBUILDIN f l I p I III \ WATER PIPE HOR20NTAL ALIGNMENT /STA.26 ♦ I N LPPROX DEPTH UNKNOWN \' .ROVIDE ip LF OF CLASS R PIP 10 S2. EXISTINO 1`a IN ) N CpOCNTRACTOR TO VERIFY PLASTIC FILM ENCASED 17 D.I WA HORIZONTAL ALIGNMENT STANDARD FIRE NVORAMT ASSEMBLY AND TWO EACH 7 PVC CONDUITS APPROX.DEPTH UNKNOWN PER CRr OF WXTON STANDARDS PROVIDE 206 LF OF CLASS S2, CONTRACTOR TO VERIFY LOCATION 17 X r C.1.TEE(W X FL) SEATTLE TRAMSMISSKMi PIPELINE PLASTIC 19LM ENCASED 17 D.I.WATERMAIN, he r GATE VALVE(FL X IM JTA 27 . 27 LT. \ w REINFORCED CONCRETE PIPE XISTING 6'WATER PIPE 17-4F AP CC) AND TWO EACH Y PVC CONDUITS HORIZONTAL ALIGNMENT WITH CONK: SL KING APPROX. DEPTH UNKNOWN C t 1410 Markel SirNt CONTRACTOR TO VERIFY LOCATION WATERMAIN PLAN 1 P.o 60u IISO • STA. 22 O STA. 33 + 34 w K1" 827 MMtO t RIGHT-0F•wAr LIMITS Ia. SCALE 1 40 - swE r . �aNTp w���wtfs _ NEW 17 �;aTE VALVE IW) I . . . . . . . WITH MAti�1OLE PER .. RENTON STANDARD DETAIL NEW FIRE HYDRANT ASSEMBLV i SO'Rlq A{RVAC ASSEMBLY VAUL' Tit � ������ ��r r r��� � r r�•.r r r r r r r� r r 1', WAY DEPTH U i r) 6 PVC PIPE I'f WATER PIPE SEATTLE WATER DEPARTMENT REINFO DEPTH UNKNOWN CONCRETE TRANSMISSION PIPE SEE DETAN.FOR PIPE CROSUM nonlz0er►c�as'rn.F i � I 4_..----- 20+00 27 r 00 20+04 WATERMAIN PROFILE SCALE E•=N'N0 1WAL ,• _ ! VERY1CAl HEECULENE' 4�w WECKYS*ALENE'll ASPHALT PAVEMENT I 1---WATTLE RAr LA NT PAVEMENT EDGE - SEATTLE Rw Ewr 77, 9 PVC PNE - 1.it o.L �1�• �wARDS AMAC AmE�lr 17'w 11 x ROCMIG LL - RTC 1 i f�"C E PE) Aft, < , :: �.. tr C.1 B' SEND Ir LLL P!! ,� 6ACKi1LL ARE PIPE PE i tr .1.Pvt WITH ,LEAN BEDDING - / S VOTE: G10WM ELEV.DERIVED FRIO M pIOBSPq IOGATION. MOTE BLOCKING NOT SHOWN ai SECTION S.WD.AS IIRLT PROFILE TIE CROSSING OCCURS APPROL 70 FT. CALIBRATED WITH FIELD CP OM MEET OF THE HENRY A.BEAOER I.l.M N ELEVATIONS APPROX.11M 10 AM AT LMB.STA_ tM+11.EXACT LOCAAOB •� EITHER SIDE. CONTRACTOR SHALL Of AVAILABLE WITH AS SHALT VAM )r TO VERIFY DEPTH .,� 4 G.4 T' , C..,n.Ced.'ks .. R?_ SECTION A - A\ �EAM.G.'W9MLAESINEMPNM< (c fi Pt_ qPop aEAT7LE Rw LIMIT / { SEATTLE Raw LarT-----\ ww E0 AWE ,`SVlD te1.OS i , :PAVEMW -•._ PWIwG�QNFpUtATp� REPAW OR !E}Ll i _ it OL POE-... •'-` ".� �' P PER AIN VACASSEMBLYIIEIITON STANDARD BETAS jj .1rp9lT � _P COPPER TIRE �.__ -1r CA. IPA:SEND IILA JI PINE TO FIT 1 � � VITRH CONC.BLOCKING NO E — E -ar of Pie SEATTLE 60" WATER PIPELINE CROSSING -� (S.W.D. STA. 164 + 1-11 r5 SCALE 11 _ 4 d ti• - CONSTRUCTION SET $ c A. 27 + (20 TO 62) s 6 DATE RELEASED TGWARO W.O TDNARD BU1DIROS (L �cTl (.WE ST�TOBIYIp�WIBMIBI C E As� C BIATM rRTS1MAL OR/M.BI.T c�oEs,�cnpi 'eiwpRoom P k. I"6AdH T PC CMMWM Or 111m.. 4 4"s.Ily 7VA, d0�pvi •!) ET • 49&V P�WUCT SACAFILL AP�IIO.S.. ''------ 12'MH1111EE OP BEBRNS RND ROpCs IKNO*YI/, tr MBiLi_ . , I .0CATPOM� LO'Cc u��4 TYPICAL. TRENCH SECTIONun � Er oa.pwe PRgVBIE► OWX . M W � BNDMM OR►LA1K OBM n POIN oABIEtTi"" r MJ PLUG VAT"AMC.BLOCKING Am TLw.Or mLowo"AssENKr MR MEN'TON STAMARD oEY" V O.I.NIPPLE 5 Si LENGT.; Odder B'GATE VALVE ASSEMBLY J L X an PIN CM OF RENTON STANOMo OETAMS r S T C.1 RED4CMKi TEE(FL E FL S sm •ITN CONCRETE BLOCKING i jU,.. TYPICAL 8" STUBOUT FOR " FUTURE SPRINKLER SYSTEM LONGACRES tT TRANSMISSION PIPEL ME DETAILS RN. EN AMROVED SC��E DATE WET N. E. QUARTER SEC. 2 5. T. 23 N. R. 4 E. W M. 335-4 • e < S ne/� Terk MEt 2Yz3-4 i �� etrfl ICROLL 345 `M1 :6r"\vyc 335) ya �•.r�S per,.r. • O 1• t� W.V �'/ ! !w-�w" 4'�'+.w.z.;WR/ sjO c. -�� � f, /S3� fi \ ,�n•zo•or',! �..1...,..�c.r-s c..d.,f• �..- �i .�tp ��'' ter, er oo J ..a) 6�.....' 7 • Lp-�' 4 � y �o w.e wl�►-e � F � bra r ` , r �'� n 5�'\.2}-� C�\aP ��.♦ \ .�, C ':7 bra/y. A, `C 4^r_ S1i i o Q 1cl. G 3 - 14 +.7 '+ ��� �� vG•'V Wll� W lajl Y�Itr/� A �•rt. � �.. � 1 4\ Cpt��-ah Q (Xc� r/ �OL�. dam• L i ,. It GLoS3 u.,,(�b ,�,:h n4e,,:.1 -z,• cic.d.rr,q � d L OWN G A G R E S A C E T R A C S£- 2 v j -- - -�- -- 1 - 3 'S , �+ o L O C_ / Q Wa. wuowt �/ I Lora6AtRg5 OFIRKING � ,- - �. �-,wR N�.,a,Lr,/�enoEa o.ei.*�• _4s _r ---- -- --- Gov. ov L LOT I I Gov. LoT• 10 I oZ 4 I"= zoo, I SEwzZEE 1,tigZE�L DE CEDAR IZ fzlGH`t Or- tA`1 !' AT LONGA < S E ARLINCg ON G OLF 8i CO N TRY a s C L U B W W yI f J = H � S C 1NT E.a,TpT 6 4o5 h h h t o i 0 L O N G A C R E S INfl.� 2s-23-4. I(1!►lL, 345* amp 335 R A C E (F. I4},11 7t) j•• �r oz wwt 4^ steel a R A C r 124 4, g 470 W a x ` PS 4 s 25 30 , Yb "�o w'cavc.cr. Win• 7 like, } ItjwTf K 315 � n MVS:sb • �ov�aaaC ET28.45.1 7-25-BS SWD CITY OF SEATTLE - WATER DEPARTMENT JTILITY CROSSING PERMIT U85-009 PERMISSION IS HEREBY GIVEN to the following named petitioner: Cit of Renton Munici al Bld 2W Mill Ave. S. Menton NA 98055 to insta , ma nt aln and operate a - nc ameter ducU a von water main an two -ins diameter iron culaunications conduits across the City of Seattle's 30-toot-wide Cedar River Pipeline No. 4 (Bow Lake Pipeline) right of way at approximate pipeline Station 164 . 116 all situate in the N.F. 114 of Section 25-23.4 in King County, Washington (Kroll Page 345) and as depicted on plans for "Longacres 12-inch Transmission Pipeline," by RH2 Engineeriny, P.S., approved Minimum vertical clearance of 12 inches to be maintained between permittee's overcrossing installation and Seattle's 60-inch diameter concrete cylinder pipeline. SUBJECT to City of Seattle ordinances and regulations and to the following terms and stipulations: 1. The City of Seattle to be saved harmless from any and all damages which may accrue to any persons or property by reason of this installation or use, or the maintenance or operation thereof. Work to be prosecuted with diligence, and with due respect tC all property, contracts, persons, rights and the interests and convenience of the public. Permittee agrees to restore the premises to the condition found, or better. If costs to the City of Seattle in conjunction with this perms' exceed the permit fee. Permittee agrees, upon being billed, to pay such costs. 2. Ina ;eattle Water Dept. shall be notified (6:5-4184) two days before work Is begun. 3. Permittee's use of the right of way shall in no way interfere with the present or future use of sail right of way by the City fur any pu.pose. 4. If at any time the City shall install , repair or replace a pipeline or pipelines at said M.N. and conduit cross.ng, Permittee upon written notice Irum the city shall tem- porar y re7T more said installation at its own expense during said installation, repair or replacement and replace same al its own expense under the supervision of the City. 5. Permittee agrees upon being billed therefor to pay for any increase in the City's cost of installing, replacing or repairing the City's pipelines or other City improvements resulting from the existence of Permittee's Installation 6. Permittee agrees to pay to the City the custo f repair of any of the City's facili- ties damaged by the installation, operation or maintenance of Permittee's Installation 7. Permittee agrees that the Cit, shall nut be liable for any damage to said Installation by reason of any construction, alteration or improvement by the City, its agents or representatives, except where such damage is caused by the City's sole negligence. 8. the City reserves the right to Institute an annual fee for this permit. 9. This permit is revocable upon thirty days notice by the Superintendent of Water. 10. This permit is not transferrable. 11. One copy of this permit must he on-site during installation oy Permittee or Permiitlee's agent. All work shall be completed by lktuber 1 1986 12. This permit is invalid unless approved by the ty o emit a and executed in accep- tanCe by Permittee. Permit application fee: S22S.U0 to cover costs of administration, inspection, etc. APPROVED BY THE SEATTLE WATER DEPARTMENT By ,,,._., Date uperin event o ater ACCEPTED BY CITY OF RENTON Date By Title r -:1 ' _ Nov 5 1983 r� ♦ ,�, V&P- V cOficrilli -` m rrf 1009 Kr6)lY1fa11[ < r vrr W NtrYurru as arRf.0 a tn rar nfr r.n coat nwo ___ � a �• rrt tna 4R WLM P'^ i f6 onra[rm�>rYYn uaaoE[ � �y�er i Y� •-;_' nroroa f V or a.[.n 1�gg _./ w1dM.alI NIL.ND rr at wamrri. ftgYgt N V Ot f1JN w MTII ra ft.aaraa � ap 1rO 4Ca T rrt COIq/If-' TLafllt.Y fatYfaHal YarfaY.aa aaa fYe tarn f avc caferrra raoa[[a V a aas[tl. �+ tlatM MlfMCal1[O tl al Y.RaYW. • � 1 •� uo two t.ci+r rvt caolr[ �i ', INaIFbYrt-L4)�r _. ._. - �•Cy{N Ol�wl!) t[rprM � j ( MgNat�GeV OI ctAn f(fa w�iq�M RY E<�ua r Oa raR�reYt • \� ��tl K~�„�� rra qar Wtwtum htlM ray[nMNov rar[� l tYO e.cw rrvt cPpNa rr.rt.Rt Yue.fl �(, r�a{{twq YR.attt + awo aro[au.T hC ♦�:°. c... :e.. aa.,rr � 1, `r wR vu+[mtan p r YI.tYI11NrY>iM r(Ow Ord � I s }+�n•.t..r L � - fYOftyt i�. w MatTt r6.fr/wA ttML � M[UII Caaai♦IS i ste n•w.a et •wfs[ i ' su9_V^ rvaI Ca C.+m..rrar 1 nu,M rcorrnorfw+to tr[.frrwrtK ua..c otrat wer. � , wt ettr07 RtACAM r ♦• w ,{�� r woim.t u�aa�en � [INRN.. . w�N TNI [aOifilD6l r 1 r 2 p0 NI1lYJINY AYYCf M1'1Q4Rn 1w Cwft.anYN.n a�..ro.w raY w.r.w+.wtr.. ,�' 1 I tarrovfwY. a�mc wur. . 6W rralw. ar[waa 0[rr«Y[[rowr rar Ch ar Yr x M srro.wof ' aw0 rfw facr r ItC taiOwri aaW.rKtar 10/[Mv laC.rgr �f t r t�rf[W t M `� YaT<lt wfaafllN� ♦M[pE rN N at*O r tl. a.I rG.R.4Y[In rfN r.�.xr.T aly [IYM AIY tMLWorr a.MRlYlwt + \41gYrplf.t trplrlwR y w i[W O WrOK®AMCa[R[ri MC tW YGa T NC GG[aUr[ a 1A•Igl O[rtwrMtra'/r •taF WATEHMAIN PLAN .r[ .. ra fo.,rp STA. 22 + 00 TO STA. 33+ 34b.rfrwM ""a ctl °"•on -} I •-NEW IT GATE VALVE(Md)WITH MANHOLE PER RENTON STANDARD DETAIL ` NEW FIRE HYDRANT ASSEMBLY so'R1w yAIRVAC ASSEMBLY VAULT- \ T']•WAYI DEPTH un r 6 PVC PIPE i WATER PIPE SEA7TLE WATER DEPARTMENT REINFOR LIE PTN UNKNOWNCO►ECRETE TRANSMISSION PIPE SEE DETAIL FOR PIPE CROSSING HORIZONTAL BENDS ITYP I 20+00 28+00- WATERMA►iN PROS SCALE 1• =,,IE' HORIZONTAL ... � _ . L 11�'N NEACULENE' ••..•- - Y� E CAYSTALENE'❑ ••• 10 11 e.v.rLr.Dae - {' wIT}u R.lif YI}.YT NKBT e..TTll Rw lYT f wYC IY! r'TY.MO L.oRL IT -R'11 11 W erlo e.w Ir o i ral RlMIOw n.11D.m. w11M CpC a0alr Irc,Wr Ir u.w --S±-wmwsAM-- Ii_,9 Ir Di rfe .1.cu. e}oio _ eDTE. swa flly D}RwED OlDi.le IOG.I.}lY YbIE FGCRM wDT WOMw w Y}CTOR aw0.Y D I11Dit[�III T!LweeiG aCMR YwMi 1�R 6EY.re)M}YlIIDRi �O w}�w1lTM.RfT�nM.11�p DLwee for r, DunR.eraRl rlua a wvwurt wl,l wa eIIR1 wwr. ro v}wrr DVIR SECTION A-A Lwn.weD,I VAp}waLWF.w.. al a.rTt}ww un eEITTL}RV{if�_ Mllw• 7 - IrofRwl � �{�'y.f its. ) AIBIDR lT�r !W ..1R111 All f011L.aaDiO 1�CD�FA me[- wrw / rlT Vqm ftn SEATTLE 60" WATER PIPELINE CROSSING iS.W.D. STA. 164 + 11 s — --- — — CONSTRUCTION SET STA. 27 + (20 TO 62) s c DATE RELEASED — V LWEST)TOWARD TOWARD BuaDMDS NATIVE RT> -_ A YT&011 SELECT BACKPILL AS DNECTFO BY ENGINESII SE%OOM►ACnOm RENMEp DEPTH VARIIIIII Or 11111111141 T TWO iAON r PVC CBNOIBTS r �ju {"S4Lv tRaN COUDYtf} 1r MIN. '• '•.. ACTED SELECT BACKFILL APPIIO%., 1r .� �,: 12,wN FREE OF OEBRIS AND HOCKS Tr MN. �...�. .. NDWN. } OcA�DN I TYPICAL TRENCH SECTION 8 NTs 6 i it D.L PIPE LOCATION VERES- PROVIDE WHERE SOWN ON PLANS Y SLEEVE / r MJ PLUG WIT"CONC.BLOCKIIG GASKETS AND TEMP.r BLOW-OFF ASSEMBLY PER RENTON STANDARD DETAILS --'r D.I.NIPPLE 5 N LENGTH LOCKING I B GATE VALVE ASSEMBLY(FL%M4 Pa CRY OF RIENTON STANDARD DETAILS r%r C.I. REDUCING TEE NFL It FL%NJ) WITH CONCRETE BLOCKING \L//u2__\' TYPICAL 8" STUBOUT FOR FUTURE SPR;NKLER SYSTEM - - scALE I LONGACRES 17 TRANSMISSION PIPEUM.E -- DETAILS polm. 1 INOR.1APPROVED I SCALE T DATEET N. E. QUARTER SEC. 25. T. 23 N. R. 4 C. W. M. 335-4 b � ��E�rF � )•o-,a ' S a•_ het, Tetk rei zs-z3-4 /JE s� q� a• "u'e ry a ..eri.! klKt 34.* TklreJ C�b (6►10�,c335� OttN� �a tt a �• Si vp�Y Wt�� RO +eSl Or.Yl.r� n �r•'� >� ` Q/ C.LeSS a-.tei, n{mi. i WAC z► a LAtvG IAG RE, S RAGE T K 2 425 SaE++3� Ezc I -- Ssa _ / v v 1 ` Z Tasa S Lem � Q . L,owQAtReS Af1LING ff 46k Gov. LoY Gov. L.ot• 10 ` Gov LoZ 4 it �••= ZOOS I SEnz z�-E �".'qZ EiLA6 CEDAR rlvr2 PIPELINE R14H"T or- Al iN`�Y LUnNGAGr S t1!3 -i EARCING 0N GOLFS & • CZ) N T R Y I i C L U B w YZ NI � u W F 1 ti .r nR N � C a ANTF.R yT ATE 405 36 h h r 0 n 0 L 0 N G A C R E S INfl��4 5-13-Q. BMP 335 R A C E ff h,.,,� J• Kw4e.. ill L* � '.• it• OT wM R A C K7 x 1 <4 4,Y ra Z Engineering July ?I, 1985 S1124.1 (11/79) City Council CITY OF RENTON ?On Mill Avenue South Renton, MA 9R055 Subject- Request for Financial participation for Upsizing the Proposed Longacres Water Transmission Pipeline Dear Council Members: This is a request that the City of Renton participate in the Cost of upsizing a water transmission main through the Longac s property by funding the costs of upsizing the watermain from an 8-inch to a 12-inch diameter pipeline. The City's participation could take place in accordance with Resolution No. 2164, a copy of which is attached. The City's costs could be funded by the system development charge income from this property, estimated at approximately 550,800, This project would mutually benefit the City of Renton and Longacres. The City would benefit by the completion of an important loop in the its water system grid; Longacres benefits by obtaining adequate water service for fire protection in the barn area, altnough their needs are met by an 8-inch diameter water main. Specifically, the largest flow demand with fire sprinklers in the Longacres barn area is 2.500 gallons per minute (gpm) at Barn 9B. This water demand could be provided by an 8-inch wdtermain rather than a 12-inch. The City of Renton's Comprehensive Water System plan recommends a 12-inch transmission pipe be installed for this addition to the pipe network as described in Project No. 100 and shown in Figure S. Proposed improvements. This improvement was discussed with City Staff at a meeting on July 19, 1985, at which they expressed their support for the upsizing. The increase in costs for upsizing the watermain is outlined below, and is based or, material costs only as provided by material suppliers. 1410 Market Street,P.O.Box 1180,Kirtland,Washington 98099(206)827.6400 � w City Council July 23, 1985 Page 2 A0111TIONK COSTS FOR UPSIZING MATERIAL QUARITV/UNIT UNIT COST DIFFERENCE COST DIFFERENCE Pipe 3"0 LF $6.12 521,053 Fittings 34 each 172.00 5.848 Gate Valve Assembly 7 each 1.200.00 8,400 Additional Material Cost 135,301 Standard Constractor Markup 5.295 Sales Tax 2.789 Total Cost for Upsiting $43,385 The total, $43,385, is the amount Of financial participation requested. Thank you for your consideration of this request. If you have any questions, please contact me at 453-0241. Sincerely, RH2 ENGINEERING, P.S. Richard H. Harbert, P.E. Attachment cc: Mr. Bill Taylor, Longacres oy RF } i PUBLIC WORKS DEPARTMENT }� _ RICHARD C HOWHTON • DIRECTOR O � W MUNICIPAL BUILDING 200 MILL AVE.SO, RENTON.WASH.98055 9 Pb 206 235 2569 �rED SEPTE� BARBARA Y. SHINPDCH June 4. 1985 MAYOR MEMORANDUM TO: Ron Olnn FROM: Ricrard Houghton 1. The Fire Chief asked me when he could expect the water line nt be constructed through the barns at Longa(-rag. Can you tell me what the schedule is For that system. 2. Please give me a report on Puget Western's request for participation. You said there are problems with their assumptions. The Mayor wants an answer from me soon. RCH:pmp 0 0 oITy -r RTNTON, WASHINCJON R Z -a)L,",TON To. zj"4- it is Advi -a!,le to provll, in., :t i taalar,l ,7,-r,,,P.rnlnr. -lie in tallatg'-n -,rAS t'It -tty hereby set !.,,r,t ;r the varlott,- d, 11 ',Y 79r ','17'y (10 I ON I: The followil"g, nt'l! VIA _.hall 1,1 itreT'Al `-m- in Itial i;jv, with and con'i !- r4ti, • iil Withi:1 the 'ttilivi, 4it!tin ti,!ro in a in Ind LO t)e It is rlil i.-od and the sol—tv : routo or mutt* mav n,,t n- -K' xhortest or mt":t inexpen,ivp 1")Llt' I f ti , I At ion It Ih IJ I I it i- tut W I I 1 • 1 In in.t t c ./4JLU`�/i.( ! HOC.. C" ENDING OF I FILE TITLE