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HomeMy WebLinkAboutWWP2700021 SAN-1 LID 246 S-21 I SLID 246 S-21 ALA S F Y F. 1 k J J '^� �O Ja7 '' J SOl ��� •�� /E' M � �'•� Jd r•pC` �N ' '� i 2 .5 .,S ri -6, -2 Z m RAINIER AVE. SANITAKY SEWER - L.I.D. 24S TL NAME ADDRESS LAND IMP D.C. If I26 Alex Wesii Box 335 - RenEcSn, +.tin. I1,900 1,050 f D.C. 5.Zo 146 Long Bell Lbr. Co. P.O. Box 1079 - Longview, Wn. D.C. 1 (ate 4`t T C 149 E. T. welson Box 599 - Renton, Wn. 4. 4�W 4 D.C. 55 150 Max Miller P.O. Box 445 - Renton, Wn. 0 t;m D.C. 4¢J 151 E. r. Nelson 10905 Oakwood Ave., ieattie, Wn. 100 ISON D.C. u 170 Long Bell Lbr. Co. E.O. Box 1079 - Loastiew, Wn, 61-evo 11 100 �'-j1%c 3. t40 39 vobert L . Edwards 2i3Valls aA. , Rexta ;;--W�„�� ' 4,240 j,ago 1 logic p 132 Long Bell Lbr, Go. P.O. Box 1079 - Longview, Hn. ' -94". 147 Citizan Feed. h Say. the Motor Mart 7.27 Williams A. 157 Robert L. T±dwarde 1`l�'3'W ells 9treat - Eton. Wlu, 3,�5� 3Sa 16b Donald Moran 425 Wells Street - Renton, Wn. "c m 169 Cit. Fed. Say. 4 Lot. Ja : " The Motor Mart 227 Williams Street - Renton, Wn. Imo "0 i89 Cit. Fed. Say. L Lu. `L`` ` J 3 SU rho Motor Mart 227 Williams Street - Renton, Wn. Tr7no 44`r00 3R,7Qq- A64e06ed valuation 44,990 plus 37,790 equal $S4,437 4 i f Ti.1� N. OrLT t-}Ll ` D C T %o 0' JeTL,. J W� STEZ �O c7 r T� 1 4 ?!E277 --= 7-H - - . ^TO i� LL_� � q , l Lo 'r J Lo G LT; u ►,, 1 T Z� 'v j 7c QZ r•i\ Jo'fVv IF 'T `C Z,Q C �j% lg t 3 1 �^r� ; `C �4 � ►� �.� �1 1qo 561 24 "w 2 50 . oo T-T. � 'Z .�.�� � N ;c7 �3 ' 4o e x "�,S y C-0 r Lp 'ri-} ( -T tt G=' 1 C. 8 08 , l `b 7-Nrzpc& Cp - '44 E> J t .E � 4v l�v I , � F T . � --Z S 1 c�-° �6� 20 W 3 Z_O E j a w, ��� ExC.faVAT�ON 4: Pjp�K. r 7v4 � Dry . Sarv �-r�aQ..Y Scwr�Z i'��c Co i iE i r R r �rr,� �. :•�� .. �,ire r r~ • Alex 'a1,316 Long ''e11 :.umLwr :"O- 15ox 535 12b P.o. vox l 79 146 Kenton, Aas:?. jN Longview. yes". -7 yc) a, R�,�-70%v 0751 00072 126 0751 00072 146 HENRY N 109IN D C NO 37 That Dor of D HENRY H :OBIN D C '40 37 Beg at intro C ly �Iy of Co Ad %0 a0 t ely of State of C/Le of 3ri 4vr t State Heay \o 5 th Rd :.o 5 whian lies 4ELy of the foig g lye5b., ,+ E ;yy,lo' th S 77°�5'1)' 9 j desc limiting line Dag at intrr c.r 30.z5' tovfly mgn of sd Hway R true bag lir a le ,ri ;va rot : ly I 'tote "way th S i;l A 1.7l. 1' th S 19°36'LO' No 5 th 3 _11°51' : -h. t"' th S '150; 3P f E 2C1:' th 7„° .p'4J' E 41.31, th N 19e 197.;8' to true �tA s: li^ttin✓, In th S 5t,';j" a 1 ;:' th a 7u° ,i'i ' E 150' to E 20t7' th N 75°»' E to fly In Hway th N lS°5b'L0' f lU;:' to true beg State Away No 5 subj to 7rsna Ln T. T. ':el3on Hox 5S`9 149 Kenton, 0751 00072 149 _ 77 per ms HENRY f iOBIN D C NO 37 Beg at intro '�' f �,• ^ A� of cane-r Ins of and ave prod f a State �P 3 Hway :�a. 5 th i z1°51' E hb.W tb S q $ 7505.)' a 197.1a' th S 14°J7' E 20G' th N 7:0-1:' ' to I xn Late "way No. 5 ! tru. law th My il� „wiy 1 )J' th zwly at hr= L5 . th .!y >11 away 119,37' th N 75°»' E 151.z5' to true Dug 4 'pax '.altar F . . hox 445 150 Kenton, +ash. 0751 00072 ISO HENRY 4 TOBIN D C NO 37 beg at intro of center Ins of ird Ave prod f s State Hway No. 5 th S 21°31' E th S 75°53' a 147.11, th S 14°v7' E 200' th N 7.0 co A ^an Mete .may '.o. 5 th My el :way 1 , ' to true n.g th oontS SEIy to :ALy at H/A 15 ;' th Nfly yll to Away lJJ' th SEIy 15", to true Bag RALPH S. STACY. Ring County Asses- 201 County—City Building Seattle 4P Washington AFFIDAVIT OF TIMBER REMOVAL I do hereby declare that I am the owner or agent of all timber on the following described real property situated in King Countyo Washington, and that between Jan. 1. 19 and January 19 19 all merchantable timber was logged and re— moved from said property. (Please block or o,tline area logged in tear above stated to Nearest 10-acre tract on map). 1 SECTION TOWNSHIP RAHCE De,cription, No of acres _ i -F 1 I _ s 4 Iy� f: i L + ate Signed _ Please file by March 1st, Address C t dcv t -7 ; r/ L r "ailing List Call. £or 'ids ,T : SP''ITR " S dfR District "o. 247 ..r. 3erna_d 'uenve, ".D., Iirector Plans # 1 and 2 nailed 12/30/60 no deposit State of Jashinrton Department of Fealth Smith Tower Seat.le L, '3ashington No. 3 Renton Construction Co. Pigs/picked/up 1/6/61-Check #5824 - deposited Box 703 1 i th ,L..� .w a� VO / G Issaquah, ` rshiniton �y Concrete Condrit Co. ''laps ?'o*4 picked up 1/9/61-check #1479 deposited 7hol- oth : %P. Go. "eattle 1) asidne.ton r "he I$socicted neral Contractors - "lane 7o. 5 mailed 1/9/- - no charge 2201rest arrisen °greet "eattle �9, "asl in;ton United Concrete Pipe orp. "?-a_ r. #6 railed 1/9/61 -meek #98h5 c'cposit©d P. C. -= L-67 1 j ,1tc�a�.t- -ti I tr_ 1rLKJi `i,2 3/b , Auburn, .nstington (I� / ak s.i a.L � f {( � Gk. yLlw,. r 44tA } lr rr t't .. An . Join Patricelli I 3CdNy�, 1534 32nd Avenue °o. Plans #7 :-sailed 1/961 - cheek #3701 deposited v� Seattle kh, "as1.3nE tr n �.t•, i c . , f i .4 '�... . . lario Libri Const. "o. rlar,s Y,8 nicked rr 1/9/61 - check deposited no. # v 5760 7rpire ''ay "rattle 8, ''ashin; ton c ti� , 1z National construction Co. ''?ans #9 picked up 1/9/,I1 - Check OR413 deposited 153 South 161th Ft.eet `eattle R80 'iaahini ton Shoreline Construction ^o. "lans #1^ wiled 1/10/61-Check to fflt�ow.C,.K.Id by Jim 12531 15th Avenue 17. 7 K i ;� s vtr _1 .1 /i3/Ll Seattle c5, Washington Al Breda Plans/picked up 1/10/61. 10 ehec'c -'r. "rvda out of town 1216 S. vJ. 157},h lr L tee,. k C � C.` Jim. Seattle, ashinLt­n Tans 1 . icyed up 1 0 61. eke p 93g Pend, no. a ' F /1 / #2496 de osited 712 -:andolnh "lane > Seattle, ''�snin�•tori `' � - `'' �i^r _< '�`� Flans 113 ;''cked up 1/10/6I ek.#45 l deposited V •-t''lC mex :.L,/. -lE tkc...-a o 1 A ' �s�Oa1T'!"i G �liQo-+E We C. Frost Flans 414 Picked up 1/13/61 eke No. 267 deposited 120 11 Place v Renton, ''ashington �. .J L `..n~r 1� /6 Frank Coluccio Const. Co. Plans #15 nailed 1/11/61 ck, ":u.` 1* ;gpnsited 7778 Seward Park ].venue e,ktLi1 r,C tk. 01 '� /� ,r7 0,• .. ; Seattle 18, Washington « q Pete Kohl 'kcavatir{- F'Irvice Plans #16 picked up 1/11/61 ck. 'o. 29 i:ey.;sit?d 12R11 - %t.h Ave. Co. Q�n . ,s n e1 . �. ` L Ij /� I ` Seattle 88, Washington Superior Construction Co. Plans #17 picked ur 1/1:-/61 eke to.3786 deposited r' 4610 37th S. + . Seattle, 71sashington q t lailiae List Call for aids 112th Av-nue S. F. Sanitary Sewer District 14o. 247 ce Construction Co. Plans #18 picked up 1/11/61 :?t. ':o. <.,57 deposited 7516 %oosevelt Way t�z til t , ..< ✓ �� � d'� L > � ,� � c eagle 15, '.;asi ington .eer Ccnstructir- ?laps =119 picked up 1/12/61 Cash 1325JYJ) deposited 123 Graham -Ire t ll ,.• ;LL w .• r C . �.L .U`_ . i< ��,�^u�C Rattle 18, -e:hinrton - +- •> c It F Construct?�r Co. -rlans 1120 nicked up 1/13/61 Ck. *o. 109 deposited t• 710 Third 'venue r SPattlew, ' asF.ingt.on to A.{i 1 .1 Lt� .. Thorburn °c _ogozo Flans #71 _nic,�ed up V13/60 Check No. #{ deposited 46M 36th Avpnue F . Ti. Ju .> u.�;�, .. cam.+ l�l 7�G o Spattle 62 '-%as°.in, ton I ndustrial Pro'ects Co. p,a:s 22 pi.c;:ed .:p 1/16/61 Ck. No. # deposited ✓ 7509 FLmonds Rd. t'_\. .. ,L l..t. ..r 0 <V. o16I 'othtll, .ascilr-Eton 10e 'fate 'alaspino Co., Inc. plans #23 pi.cked up 1/1L/61 Check to be wiled-Jim. 1901 23rd tvr. °o. ( ia k..h •u <<. .,< <' ) 4 Feattle LL, 'rlas.iini ton Tom ':obnec7 Tans ,.?L picked up V16/61 pk. "o. 447 deposited 7253 "'aft trert 0rattle nr, '�ashin t ,n Y J .'�� ` - 1•'�r- t- c 7 > t Center Dazing Co. "ans :,2r pic e3 up 1/17/61 v[c. ?'o. 251 dFposit^ '. 2117 '. ".• 11.14t[7°rattle, %rshinf-ion � -` „ tI ( t RAINIER AVENUE SANITARY SEWER LOCAL IMPROV711,1ENT DISTRICT NO. 245 SPECIAL PROVISIONS ADDENDUM TO PUMP SPECIFICATIONS The pump to be furnished under the specificatims may be either close coupled or pedestal no-anted. I SCHEDULE OF WORK The work shall be scheduled for construction in 2 stages. STAGE I. shall. be fir. ' started and completed and shall consist of constructing gravity Manhole No. 1, the gravity line to the pump ctation, and the pump discharge line to the connection with the existing trunk sewer manhole. STAGE 2 shall be the construction of the gravity line t' Manhole No. 1 and may be constructed concurrently with Stage 1. The schedule for Stage 2 w,ll be determined by the removal of .xi3ting k structures and other cbstacles from the easement right of way. !' a lE i f 1 4 i s ' SPECIFICATIONS FCR UNDERGROUND PUMPING STATION GENERAL automatic The Contractor shall furnish and install one complete factory built/under- ground pump station with all needed equipment in a welded steel pump chamber with a welded steel entrance tube and with ladder to prnvide access. The principle items of equipment shall include two verticals close-coupledp motor-driven noc- cl3g sewage purrpso valves; internal piping; central control panel with circuit breakers; motor starters and automatic pumping level controllers; lighting; sump pump; motor - driven ventilator; dehumidifier and all internal wiring. OPERATING CONDITIONS Each pump shall be capable of delivering i00 GPM of raw unscreened sewage against a total oynamic head of th�Ety fee: The maximum allowable speed shall be 1750 RPM. The rated horsepower of each pump shall ')e 3 HP. All openings and pass- ages shall be large enoagh to permit the passage of a sphere 3" in diameter and any trash or stringy material which can pass through a 4" house collection system. The anticipated operating head range is from 28 feet minimum to 32 feet maximum. PUMP CHAMBER & rilmnu ' TUT- The station shall be .uilt by tho manufacturer in two major sections for ease in shipment and handling. These two sections shall be joined at the job site by welding. The field joint shall then be heavily coated with epoxy resin coating. The lower seotion shall be the pump chamber. The pump chamber shall be a vertical cylinder with the shell ma.ie from 1/4" or heavier structural grade steel plate rolled to have an outside diameter of 71-3/4". The clear height inside from floor to ceiling shall be 71-2". The top and bottom of the cylinder shall be of 3/8" thick structural grade steel plate with 2" high rolled or stamped flange to over- lap the shell on the outside. The pump chamber shall be reinforced on the bottom 7 in both direct.iins with 8" I-beams weighing a minimum of 18.4 pounds per foot to btiffen it against hydrostatic uplift force. Twc of these I-beans shall be par- allel and shall be located beneath the suction lines and shall extend one foot on each end beyond the diameter of the pump chamber to act as skids and to r-otect the protruding suction lines during shipment and in-tallation. A third beam shall be provided perpendicular to the above two beams on the center lire of the chamber. 2 A 15" diamater by 8" deep sump with walls of 1/V minimum thickness shall be pso- :sided in the position shown on the plans. The punp chamber shall be reinforced on the top with 8" channels weighing a minimum of 13.75 pounds per foot, in both di- rections adequate to support the weight of the overburden, plus any surface traffic. A box sub-base shall be welded to the floor of the pump chamber for each pump. Sub. bases shall be made of 1A* thick steel plate with projecting anchor bolts of suit. able size. A lifting "eye" or "eyes4, adequate for the entire weight of the complete chamber shall be provided close to the center, welded to one or more of the channels. The upper section shall be the entrance tube with ladder and cover. It shall rest on the roof of the pump chamber which shall have a matched opening for access. The tube shall be a vertical cylinder made from 1/4" structural steel plated rolled to 36" inside diameter. .The entrance tube shall be stiffened at the bottom. A lifting "eye" shall be welded to the ceiling over each pump so a pulley or hoist can be attached for service work. Lifting lugs shall be provided on each section of entrance tube for handling. i Tl.e entrance cover shall be water tight and shall have a locking device and stall be hinged with a latch provided for locking in Ti:e open position. The access Ladder shall have rungs of 1" steel pipe or 3/b" diameter rein. forcing bars spaced 12" O.C. W10ING All steel stn;.ctural members shall be ,joined by electric arc: welding with fillets of adequate section for the joint involved. All welds to be water tight. Where the cast iror. suction and discharge lines pass through the station walla, they shall be reinforced with 1/4" thick steel sleeves, welded inside and out to the walls. The space between the cast iron pipes and the steel sleeves shall be packed tight. with cement grout containing embecco to prevent leakage. 1 PROTECTION InMT9 -Z7)RROSION After welding, the entire pump chamber, entrance tube and cover assemblies shall ba blasted inside and out with steel grit. On all outside surfaces two coats of epoxy .eein coating shalll be applied. Any surface damage in shi,)ment will be re- touched. All conduit and steel pipe shall be protected by one fic-ld coat.For cath- odic protection two packaged magnesium anodes shall ba buried on opposite sidesof the chamber and secuntly connected thereto by heavy copper wires in contact with - 3 - the steel chamber. The inner surface of the pump station shall have two costs of epoxy resin coating. A heavy synthetic rubber mat shall be cemented to the floor in the norr • 1 walkway area to protect the steel floor from abrasion, PUMPS & MOTORS The Contractor shall furnish and install, as sham on plans and as described in these specifications a heavy duty, non-clog sewage pump,having a rapacity not less than 200 GPM against a total head of 30 feet. I The pump shall be equipped with enclosed, non-clog type, cast _ on im- peller, capable of passing 3" diameter sphered, securely locked to the motor shaft. The shaft shall have a renweable bronze shaft sleeve through the packing box, and shall be supported by a double ball-bearing pedestal, with grease lubricated bear- ings, capable of carrying the thrust of the pump. A deep racking box, with lantern ring, shall be incirporated in the pump. The pump volute shall have an inspection i opening on the discharge. The packing box shall be drilled and tapped at the lantern ring for seal water connection. The pump shall be supported by a cast iron stand with suction elbow, with a cleanout opening in the elbow. The stand shall be capa- ble of supporting the full weight of the pump and motor and shall be of auch length that the suction elbow of the pump will not touch the floor or level foundation up- on which its stands. The motor shall be not less than a 3 H.P. vertical, drip proof, ball bearing mo,�or and shall be short coupled to the pump by a suitable cast iron brackp+. It E shall be designed for 220 volts, 3 phase, 60 cycle electric power, and stall not exceed 175C RPM. The motor shall be amply rated for the head and capacity speci- fied, on continuous duty without exceeding its service factor, when pumping at the minimum head possible in the installation. C014TROL To control the operation of the pumps with rariations of sewage level in the west well, an air bubbler system shall be provided, complete with air compressor, air reservoir, air filter, needle valve, flow meter, bubble line to the wet well and sensitive pressu-e switch for each pump. i A combination disconnect switch, with fuses or circuit breakers, and mag- netic starter, with "manual-off-automatic" pilot control, having overload protec- tior and under-voltage release shall be provided. The control equipment shall be mounted within a commas NEMA-1 type enclosure. t, Illf+�,1iR� - 4 - DEHUKMIFIFR h Shall be installed to maintain the relative humidity of the air in the pump chamber low enough to keep the electrical equipment dry and to prevent conden- sation on the walls. The dehumidifier shall handle 200 cubic feet of air per min- ute and shall be capable of removing 2 gallons of moisture per 24 hours. The dehum- idifier shall be controlled automatically. The bloc r and lights eh%U be turned on automatically whenever the entrance cover is raisea. The steel vent lines shall hove suitaLle covers to prevent the 3ntrance of rai: or snow and shall be screened. LIGHT Two light fixtures with heavy glass guards over the bulos shall be :installed on the ceiling of the pump chamber. SUMP PUMP Install in the sump a submersible sump pump with 1/3 HP motor. The pamp shall be controlled automatically by a float switch. i P U-ING i Pump suction lines shall be 4 inch, class 150 cast iron pipe. fThe discharge line shawl be 6 inch, class 150 cast iron pipe. Bronze fitted check and double disc gate valves shall be installed Jr. each pump discharge. Check valves to be spring :goaded lever type. w SuM discharge shall be 1 3/40 galvanized iron pipe. r WMING The pump station shall be completely wired in accordance with National Electrical Code, PTYAP DESIGN Shop drawin;e of the complete pump station shall be furnished to the City for approval before award of contract under this bid proposal. j A TEE CaTY 01' P.EIITON KING COUNTY ,13":EiGTGN BID Y ROPOS L 1 i R _ t p 3 CITY OF RENTON ENGINEERING DEPARTMENT SANITARY SEWERS - STANDARD SPECIFICATIONS MATERIALS Serer pipe shall be unglazed vitrifiedclay, conforming to the standards of the CLay Pipe Institute, or concrete, conforming to the standards of Concrete Products Association of Washington. The pipe shall be manufactured for mechanical compress- ion jointing with flexible materials to provide a closing seal within the annular space. Manholes: Concrete for manholesshall be 1:3:5 mix. Manhole blocks shall be 12 inch radial. concrete blocks. Precast manholes shall be concrete section of -approved manufacture and design. Manhole rims and covers shall be Olympic Foundry Co., Seattle Cat. #5622 or equal. CONSTRUCTION Manholes: Manholes shall be constructed of radial concrete blocks or precast concrete sections to provide an inside diamete at the base of 54 inches. The man- holes shall be constructed on a concrete base 6 inches thick. The manhole base shall be constructed to provide a smooth finished flow channel across the base. The top cone shall be constructed to receive a 24 inch inside diameter cast iron ring and cover. Steps shall be placed at 16 inch intervals. The exterior surface of the manhole shall be plastered with cer..ent grout to prevent infiltration of ground water. i Sewer Pipe: The surer shall be constructed to the line and grade as shown on the plans and as staked in the field by the City Engineer. The sewer trench shall be excavated to the minimum width to provide a free working space on each side of the pipe. The free working space shall not be less than six inches or more than one third the inside diameter of the pipe. The sewer trench shall be excavated four inches be- low grade and backfilled with pea gravel or sand to grade prior to placing the pipe. The pipe shall then be placed bell end upgrade and supported uniformly for the full 2 length of the barrel. nackfill shall be placed and compacted in such a manner to I the pipe to line and grade and to protect the pipe from being damaged or broker.. Damaged or broken pipe shall be replaced by the Contractor at his own expense. STREET RESTORATION j All work on the City streets shall conform to the regulations set forth in Ordinance No. 1621 as amended by Ordinance No. 1657. t GENERAL CONDITIONS 1. Interpretation of Fhrases: a. 'Wenever the ward "City" is used in this cuntraet, it shall be under- stood to nean the City of Renton. b. Whenever the wore "Engineer" is used it stall be unde-stood as refer- ring to the City Engineer: or his rep.esontative on the job as the case may be* klhanever the words "directed," "permitte,l," "considered necessary," or words of like import are used, it shall be unders'cod that the direction, permission order, etc* of the engineer is intended, similarly, "approval," satisfactory," "acceptable" shall near Approved, satisfsctor�,, or acceptable to the Engineer. ce The word "contract" will be inderstood to include all the terms, stipulations, and convenants contained i,i the Bid Proposal, General Conditions, Specifications, Plans, and Bond. d. Whenever the word "^.ontractor" is used it shall mean the person(s), co-partnership, or corporation who has agreed to perform the work covered by the contract, or iris le al representative. During the absence of the Cen�ractor, the job superintendent will be considered to be the Contractor's represet`ative unless otherwise designated by the Contractor. f 11. P.i� hts aid Re; sibilities of the City: a. Inspectior: It is mutually agreed that t::e C:,,y, through its ar.ent the City Engineer, s'.!all inspect the work during' the construction to deter:aine its acceptability, conform,nce to plans and sl;)ecifications, quantities of work performed, and other functions requisite to scc::ring a satisfactory, worlaaanlike job. The Contractor shall furnish reasonable aid and assistance as required by the Engineer, or inspector, for the proper inspection of the work and measurement of quantities. I be Rif of entry: the City reserves the. right to construct or install s cola era wor,:s as it tray desire during the period of this construction. Sucn work will be done with as little hindrance or interference as possible with the Contractor. The Contractor agrees not to interfere :with or prevent the per- formance of such work or to claim any cxtra compensation or damages by delays or hindrances :which may be caused. C. changes, Alterations, and T.xtra brk: The Contractor agrees that the City may hake such alterations as it ;may see fit in the line, parade, form, dimen- sions, plan or material of the work either bcfo:e or after Jhe beginning of con- struction. If such alterations diminish the quantity of the work to be done, they shall not constitute a claim for damages or anticipated profits on the work that uay be dispensed with. If they increase the a,iount of work, such increase shall be paid for according to the quantity actually done, ant] at the prices establish- ed for such aorl, under the contract. Ho,:ever, if such c',an es make useless any work already done, or material already furnished or used in said work, the City shall recompense the Contractor therefor. Jo work shall be regarded as extra wor': unless it is ordered in writing by the Engineer a. 1 with the agreed price for the same specified in said order, provided the price is not otherwise determined by this contract. All claims for extra work s:,all be made before the ;:ork is started, and a state^pert of the cost of the same shall be iade within 90 days-After completion of the extra work. d. Discrepancies and Ctarissions: It is further agreed that it is the in- tent of this contract that all work must be done and all material must be furnish- e�: in accordance with the best practices In the event of any discrepancies be- tween the plans and specifications, or otherwise, or in the event of any doubt as to the meaning of any portion of the contract, specifications, or Mans, the Engineer shall define which is intended to apply to the work, and the Contractor shall be bound by such decision. Any work or material not herein specified but which may be fairly implied as included in the contract, of which the ::ngineer shall be the jud e, shall be done or furnished by the Contractor without ext^. charge. e. Esti.,ated Quantities: This agreement, includin,_ the Flans, specifi- cations, and estina e s ten ed to show clearly all work to be done and material General Conditions to he furnished hereunder. The quantities are approximate and are to be used on- ly as a basis for estimating the ;:robable cost of the work and for comparing the proposals offered for Ma, imrk, It is understood and agreed that the basis for payment shall be the actual amount of work done an:,. the material furnished. f. Unes and Grades: The alignment and grade shall be as shown on the plans, an as s a ec uTi tFe field by the Engineer. The Contractor shall give the EnL;neer aiple notice of the time and place where the lines and grades will be needed. All stakes, marks, etc., shall be ca.eful.ly preserved by the Con- tractor. . Securin of u1 anchises ase:ment di hts- -l•ay : The City for the purpose o n_is const,�uc ion, agrees to secure such franck:ises, permits, eaee- meats, ant/or ai(hts-of-.Tay as are necessary for the performance of the works The Contractor shall be furnished copies of such agreements as affect construc- tion operations. The Contractor agrees to secure those special perraits, easements, or agree- ments of a temporary nature as nay be desirable due to conditions of cc struction. h. rstimates and Fa.�,ients: An eat-mate in writing will be made by the Engineer once a nontii of the amount of work done and material furnished, includ- ing material delivered on the ground to be used. in the completed work, and of the value thereof in terms o, the contract. The City will pay the Contractor 85,' of this estimated value, and whenever the contract shall be completed, and when said work and material shall be accepted by the City, a careful and detailed estilate shall be jade of the value of all work and material furnished and. the Contractor shall be paid for this amount within thirty-five (35) days, ;1,rovided, h wever, that claims for labor and material, damaZes, royalties, or otheririse have been satisfied. i. Extra '.'ark: If during the performance of this contract the Engineer shall order in writing other work done or -materials furnished which cannot be classified under the unit prices of this contract, the Contractor shall perform such wort: and furnish such material and shall be naid therefor the actual cost plus 15% in addition thereto. The actual cost is defined to include the cost of all labor, equipment and materials necessary for the performance of the extra work, including amv extra expenses incurred directly on . account thereof, and also the wages of foremen an" the expenses attached to the Contractor's liability insurance covering the labor so employed. Equipment rental rates used in arriving at the actual cost shall be the prevailing rates, or the latest published AGC schedule of ownership expense. 1-o additional allowance shall be made for overhead charges, general super- intendence, general er.,ensee, contingencies, or depreciation of equipment. III. :tights and responsibilities of Contractor: a. ?ersonal Attention of Contractor: The Contractor shall give personal ### attention to tine faiVhful prosecnt-�1 completion of this work and shall be present either in person or by duly authorized representative on the site of the work continually during its progress. b. Contractor's iddress: The Contractor shall designate in his proposal an addres—s—ro—w7Xci'i—wr-TEEWn—ri-aCTces pertaining to this contract ma;r be sent, and shall immediately notify the City of any cihan,;P in such address. Delivery of T such notices to the address desi;;nated shall cor. titute receipt by the Conix^ctor• c. Obse:-mince of Lars and Ordinances: The Contractor shall conform to the re e:ien s of the francl,.ises covering irork along; State and County la;;hw" and to the State and Local laws pertaining to this work. d. Protection a ainst Nre li ante and Dama;,es: The Contractor agrees during t e per ormanee opt e nor to ant aleressary precautions and to place proper safeguards for the prevention of accidents, including barriers, li hts, and warning signs. The Contractor shall take Groper means to protect property which might be injured by any process of construction, and he shall be liable for any claims for damage on acccunt of his failure to so do. e. Protection A ainst Claims for Iabor and Material: The Contractor agrees tia wi ' ndemn save :armless heCity ram all claims for mat- erial furnished or work done under this contract, It is further agreed that he will furnish the City satisfactor.r evidence that all persons who have done vork or furnished material under this a6reement have been duly paid for such work or 2 - L a Ceneral Conditions material. In case such evidence is de ,anded and not furnished, such amount as 1a7 in the minion of the City be necessary to meet the claims of the persons, afore- mentioned, may be withheld from the noney due the Contractor until satisfactory evidence is furnished that all liabilities nave been fully discharged. f, Asoignment and Subletting- The Contr actor agrees that he will not sublet t e aforFsaiO wo or the wishing of material, and that he will not assign by power of attorney or otherwise any portion of said contract unless by and -aith the previous consent of the City. The granting of such consent by the City shall not in any way relieve the Contractor of .his prime responsibility for the performance of the work including the work done by subcontractors. Abandonment: In case the Contractor shall abandon the work and fail, or refuse, o commence it again with 10 da-s after notifl.cation, or if he shall fail to comply with the orders of the i-ngineer or with this a ree:nent, then anc in that case the sureties on the bond shall be notified and directed to complete the same. Ih. Time and Order of Completion: It is the meaning and intent of this contract, unless otherwise :iereafter specifically provided, that the :ontractor shall be allowed to prosecute his work at such times, in such order o. precedence, and in such manner as shall be most conducive to econwq of construction, provided however, that the order and the time of prosecution shall be such that the trork shall be completed as a whole within the time of completion hereafter desigra ted; provided also that when the City is having other work done, the Engineer ray d3.rect the time and manner of constructing the work under this contract so that conflict will be avoided and the various works being done shall be harmonized. The Lngin- eer will arrange all such work so as to avoid as far as practical all unnecessary inconvenience and expense to the parties concerned. E-.ct.ension of completion time will be granted only upon submission of a req•=st in writing to the Engineer stating the condition necessitating such ex- tension, at least two weeks before the expiration of the contract time, Deter- nination as to whether or not an extension of time shall be granted will be at the discretion of the Engineer, subject to approval by the City. ! The Contractor agrees that he will commence th work within days after the signing of this contract and will progress therewith so t;:min days after date of contract the work shall be comleted. i. Plans ans Specifications Accessible: The Contractor will be furnished copies oflans and s-(',Cifications and shall eer) one copy* of the same constantly accessible on the job. j. Protection of Finished or :'artiall,r rinisl7ed Slorla The Contractor shall ,je reaponsiFi'�`or all fin! a or , is y din s-i work until the entire contract is completed and accepted by the Engineer. Estimates of partial payment shall not release the Contractor from such responsibility. k. Defects an(, Their Aemedies: It. is agreed that if the work or any part therco , or any .,iaterial brought on the ground for use in the work, shall be deemed by the Engineer as unsuitable or not in conformity with the snecificationsi the Contractor shall forthwith renove such material and rebuild or otherwise re- medy such work so that it shall be in full accordance with this contract* j t 1, tanitation: tecessary sanitation conveniences for the use of work- men on t e o , proper secluded from public observation shall be cons;.ructed and maintained by the Contractor. m. Cleanup: Before this contract shall be considered complete, the Contractor sa 1 . save the job in a neat, orderly, and :nr1manlike condition. THIS AGREE-"c.t!T, nade and entered into this lay of , 19 , by and between THE CITY OF P,Lt7TCN, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "City" and , hereinafter referred to as "Contractor," W I T N E S S E T H; 1. That the Contractor shall perform within the time stipulated; to-wit: to complete construction within calendar days from date of execution hereof as required by contract, of which this agreement is a componet part and everything required to be pErformed, and Contractor shall provide and furnish any and all o;' - e lab- materials, tools, equipment, utility and transportation services necessary t� p-trfo^im the contract, and complete same in a wor:cmanlike manner and all the construction work covered by the contract in connection with the construction and improvement of i and all the foregoing in strict conformity with the plans and'.Pspecificaticns, includirC any and all addenda issued by the City, with the other documents hereinafter enumerated. It is agreed and stipulated that said labor, mater- ials, tools, equipment and services shall be furnished and the contract per- formed aril completes znbject to the appro.,al of the City and/or its author- ized representative. 2. The contract entered into by the acceptance of the Contractor's hid 1 and the signing of this agree :ent consists of the following documents, all of which are componet parts of said contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached: (a) This agreement (b) Instruction to bidders (c) Elid rroposal (d) General conditions (e) Specifications (f) iFans and plans (g) "id (h) Advertisement for bi's (i) Special contract provisions, if any t 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this contract, or any extension in writing thereof, or fails to complete said work within such time, or if the Contractor shall be adjudged a bankrupt, or if he should :make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he o4 dray of his sub-contractor s shoua_ violate any of the provisions of this contract, the City -nay then serve written notice upon him and his surety of its intention to terminate this contract, such notice tc contain tr, r ,isons for such intention tc terminate the contract, and unless within + ) days after the serving of such notice, such violation or non- cotbliance of any provision of the contract shall cease and satisfactory arrangement fc¢ the correction thereof be made, this contract, shall, upon the expiration of said ten (10) day period, dose and determine in every respect. In the event of any such termination, the City shall immediately ser• : written notice thereof upon the surety and the Contractor and the surety shall have the right to tak^ over and perfcra the contract, provided however, that if the surety within fifteen (lc) Gays after the serving upon it, if such notice of termination does not perform the contract or does not cornence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the contract and prosecute the sane to completion by con- tract or by any other method it may deem advisable, for the account and at, the sole expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby, and in such event the City may, without liability for so doing;, take possession of and utilize in completing said contract such materials, applicances, plants and other properties belonging to the Contractor as may be on site of the project i and necessary therefor. h. The foregoing provisions are in addition to and not in limitation of any other rights or renedies available to the City. K. The Contractor shall hold and save the City and its officers, agent, servants and employees harmless from any and all liability of any nature or kind, including all costs and legal expenses, for, or on account of any pat- ented or unpatented invention, process, article or appliance manufactured for use in the performance cf the contract, including its use by the City, unless i otherwise specifically stipulated in this Contract. 6. Any notice from one `arty to the other party under the contract shall be in wrjting ana shall be dated and signed by the party giving such notice or by its duly authorized representative of such partyp Any such notice as here- tofore specified shall be by personal delivery thereof or by depositing same in the United States Mail, postage prepaid and r. gistered. 7. The Contractor shall commence performance of the contract on '.he day of _, 19_, and shall complete the full performance of the contract not later than calendar days from said date of commencement. For each and every d=iy of delV after tho date of 2 - completion, it is here..y stipulated and agrees; '.hat the aages to the City occasioned by said delay will be the sum of as liquidated damages for each such day, to be paid by the Contractor unto the City. 8. Neither the final certificate of paymcnt nor any provision in the. contract nor partial or entire use of any installation pr�cided for by this contract by the City shall constitute an acccptaxnce of urork not done in accord_ ante wit:i the contract or relieve the Contracto: of liability in respect to any express warranties or responsibility for faulty materials or work unship. The Contractor shall be under The duty to res.edy any defects in the work and pay for any damage to other work resulting trier^from which shall appear within the neriod of one (1) year from the date of final acceptnncc of the wor):, unless a loner period is specified. The City will give notice of observed defeats as heretofore s-ccificd with reasonable promptness after discovery -hereof. q, The Contractor and cach sub-contractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reporta, cs-imates, records an ' miscellaneous data pertaining to the contract as may be requested by the City from tine to time, 10, The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the contract, including the payment of all ,persons perfai•ming labor on the construction project under this contract :...A furnishing of materials in connection with this contract. The surety or sureties on such bond or bonds must be a duly licensed surety company, 11. The total amount of this contract is the sum of which includes ''ashinEton state sales tax, Payments will be made unto Contractor as speci- fied in tho "general conditions"of tads contract, IP! `7Iiai SE, 'TMAFGi, the Citj has caused these presents to be si"ned by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first a'oove written. T.i',: CITY OF REITON Mayor Attests ^ity Olfrk Contractor _ 3 _ FRELDRNART ASSiZ&*,NT ItOLL RAINIER AYf:. 3ANITART 421ft :,.T.D 246 Fi{EI,IMI]IARY Q.T R PR0PEM DESCRIPTION A8SF3B�ff le "ax Hiller Poo. Tar L 5 'tenton, "ash. D.C. T.Le 150 - That portion of cnry '. Tobin $_ _j 7 �� Donation clAim 037 described as follows_ )'Winning at the in',erseetion of the rerter line of 3rd !veo produced wept with the center line of t'.S.H- P5; thence 521'31c 1 36.48t; ttr,nce 75*531 W 197.18+; thence S W071 t 2 Ij thence N 75•r31 E to I •et eiargin P.S"He #5; thence sely along said hiway 100l to the true point of beginning; thence rw:tlnuing sely 1001 thence mdy at right angles 1Sow; thence rawly parallel to Hiway 1001; thence rely 1401 to than true point of beginning. Longbell ,f Ci 2. 4 Luber Co. D.C. T.L. 14G - That portion of the tsensq Y.e �- F. ". ox 1079 h,_7 Lcpgttew' Wash Tobin Donation C1aink/describer_ u follora- r'rEvinning at the intersect w of the center line of 3rd Ave. produced wly with the center line of P.'.". #5; thence S 19'569Z,-r E 468.181; thence S 77425f10" V 30.119;1 to w'1y vargin of P.S.i?. 05 and the true point of be.girningl thence S 7;i"03040" W 1501; thence S 1�'56020" E 1001; thence S 7'J'0314()" w 41e311, thence S 10.56120" F. 1f,01; thwAO f WO."' O" E 1919311 to Hiway; Umnoe W 19*56,920" W along xiwey ?MR to the true point of bogirrl;ag. O? 3. Lansb.11 Lumber ce. o. . T.L. 170 - That po:�fian of the Henry x. 4 119 ZZ. — Pe 0. Box 1079 #Y1 ieggYiwvs wash. Tobin Donation C1aimi Corlt I,ot 16, Sec. 18 T20 RSr. W.N. described ae follows- Beginning at the inters4i tier o° the center line of 3rd Ave. pr 'Load wiy wt b the center lino of !'.S.H. #5; thence 8 19*561200 E 58L, 1; . 2 . L.I.D 246 (Can) M-LI'1V!ARY OWNER PROPMTY DESCRIPTION A .SESS?fIr thence S 77'25110" W 3O.251 to the w1y Burgin of P .A. N5 and the true point of beginning; tl*nas S ?n00314O" W 1504 thence 6 19'56e2o" E 10Oe; thence S 70'03e40" W 41.31e; thence S 19*569200 E 100'; thence N 19'56e2O" W e?emg Uway 21Y0e to the true point of beginning. 4 �Longbell Lumber coo T.L. 132-4vec. 1C T23N R5L 'ieM. - That portion P. Co 0am 1079 40 Longview, Wash. of Covet Lot 16 described as follows. = �94 egSrmiag at the Lntersection of the center line of 3rd Ave. prodnoed *i2y with the center line of r'.S.N. #5; thence S 19'r6e2O" L 788.181; thence S 77*251100 W 3O.25e to wly margin of P.S.. . N5 and the true point of beginning; thenoc S 71)'n3t4O" W 191.311; thence S 19'5612+N' F 2111 thence N 70'03140" E 191.31e to the wly margin of Kiwy; tnence N 19056120" W 2Oe to the true point of tw gixming,* 5. Citisene 1'89. .iav,kLn* ToL. U7 - -orticn of covet Lot 169 sec. 13 19 7z O2 The otor '!art 227 Williaam St. T23N R5S 5oMo described as follaws . Renton, ''atu. Beginning an the center lum of P.S.A. #5 at a point 888.181 measured sly along said center lies from itea intersection with the centor line of 3rd Ave. p o&wed wly; the S 77429410" W 3O.25e to the wly rargin of said Ht%y and the true point of beginning; thence S 70*0304O0 W 191.311; thence S 19*561200 F 10Oe; 'Chance N 7O'O3e4n" 2 191,311 to the wly earW... of P.S.tt. N5; thence my along said Hiway to thn true point of beginnings . Sitisens Fed.Save Ln.T.Ls 169 - That portion of Govet Lot 16, Sec. �� O The Molar 'tart 227 '4211ams 6to 18 T23N R5E W.M. described as follows- Rwntor.. WRah. +eginning at the intersection of the center - 3 - L.I.D. 246 (rm.) PRE,LII[INARY FF(FTRTY DESCRIPTIC": ASSF£*SHM 11m of 3rd Ave, oroduosd Mly with the c-rater line of P,S.H, '51 thence S 19`56920" t= 988,1801 thence S 77'25110" W 30,509 to the cfly -argin of P.S.H. #5 and the true Point of 'xggining; thence S 70003140" W 191,311; theme S 19'S6120" r 11001 thence N 70*030400 F 191,311 to the eargin of P,S." , f51 thence N 19*56020" W 1001 to the trur point of beginning, 7, Citwenw Pad, Say. s. In. T,L, 189 11 Fec. 18 T23N R5E. W*. w That portion The \%tor '1411A 227 Williams St. of Govit lot 16 and F'enry :4 lobin Donation Claim Renton, Wauh, #37 described as follow - Beginning at the interseet+on n the center line of 3rd Ave. prodwoad wly with the canter line of P.S.H. Mr; th-mce S 19'56t20" W 808.1AI1 thence S 77'2ri10" W 30.252 to w]y aargin of P.S.H. 45 anj the tma point of beginning; thence c 70°039400 W 191#310; thamse s 19*%120" E 8011 then- u 70'e3940" E 191.319 to argin of P,8.HJ51 thence h 19*56020" s' 0+ r,o the true point of hegirming, 3, Donald eaeran T,L, 1(+aF .'hat portion of covet Lot 16, Sec. 18 f t 1 97Z 425 W" St. Rentong '•'as. T23r 1(5E. vei4. described as foll.oww- egirming at the intersactim of tie cmter line of 3rd Ave. produced w y with the center line of P,S.H, 051 thence S 19'56120" L, 1088.1811 thenx 8 77*251100 W 30.501 to the %ay margin of P.S,H, # 5 and the true point of beginning; thence S 70'031h0" W 191*3111 thence 17`56120" 10091 thence A 70'03140" E 191.311 to U's -argin of P,S.N, eel; thence N 19*561201 W 100t to th+^ true point of beginning. 1 ' e� SSESSW\ _ aT S�Nt-raR� StwE� W` yT OF �AiN1E2 PVC. f KEL1M. F�iV Y,L NAME PR.OPEGTY DEsclz)YT{C7► 1 FRGNT. Atsss. 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