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HomeMy WebLinkAboutWTR2700366(2) CONTRACT P ROV. SR 16 9 - HALF BRIDGE J tjCT SR 405 rage SECTION 8-21, E'M MANENT SIGNING-------------------------------------------------------------- 41 39CTION 9-03, AGGREGATES----------------------------------------------------- 41 SECTION 9-G4, JOI',T HATER IALS SECTION 9-05, T-dAINAGE STRUCTURES, CULVERTS AND C(XMITS------------------ 45 ,:..•� SZrTION 9-76, r=CE AND GUARD RAIL------------------------------------------- 46 SECTION 9-28, SIGNING MAT3RIALs AND FABRICATION_-- ----- 47 ' 'SECTION 9-29, ILLLMINAT'ION, SIGNALS, ELECTRICAIr---------------------- 48 SPECIAL PROVISIONS LATE -v.-NING BIDS*-------------------------------------------------------- DESCRIPTION OF WORK------------------------- OTHER CONTIIACTS OR OTHER W=------------------------------------------------ 51 'FUNDS---------------------------------- ------------------------------------- 51 STATE SALES TAX*--------------------------------- ----- 51 GAME, FI3H.'StIE3 AND POLLUTION RSGULATIONS---------------- 52 :,MMITS AND LICENSES----------------------------------- --------------------- 53 PREVENTION OF RRVIRuMk-NTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RLSUURCES--- ------------------------------------------------------------------ 53 WAGSRATE,Sr------------------------------------------------------------------ 54 CERTIFICATION OF NONSEGMATSD FACILITIES*----------------------------------- 54 TiffA,'.NEE.S----------------------------------------------------------------.--- 54 CERTIFICATION OF EQUAL IMPLOYMM OPPCRTUNITY REPORT*------------------------ 55 SR 169 Halt Bridge to Jet. SR 405 ll�tirvlsed November 21, 1973 -B- ROv- '� i PROJECT PROVISIONS INDa h Page INTRODUCTION----------------------------------------------- AMEND FNTS TO THE STANDARD SPECIFICATIONS h SECTION 1-02, BID PROCRIAMS AND CONDITIONS_____________________ 1 SECTION 1-03, AWARD AND EXECUTTON OF CONTRACT------------- SECTION 1-G6, CONTROL Of MATERIAL_________ SECTION 1-07, LEGAL REiATiONS AND RESPONSIBILITIES__-. _________- SECTION 2-02, FMOVAL OF STRUC'Tl➢2ES AMID OBSTRUCISON3- 18 SECTION 2-03, ROP.DMAY EXCAVATION AND e4BA,'004ENT------------------------------ 9 SECMON 2-09, STRUCTURE EXCAVATION------------------------------------------- 20 SECTION 3-03, SITE RECLAMATION------------------ 27 SECTION 5-04, ASPHALT M NCRETE PAVEMENT-------------------- SECTION 6-02, CONCRETE SIRCCTURES-------------------------------------------- 31 SECTION 6-0j, PIIaNO--------------------------------------------------------- SECTION 7-05, MANHOLES, GRATE INIETS AND CATCH BASINS------------------------ 35 SECTION 8-09, LANE MARKERS-------------------------------------------- SECTION 8-11, GUARD RAIL------------------------------------------------------ 3T SE„"T'ION 8-14, CWNT -oNcmTE SIDEWALKS-------------------------------------- 38 MON 8-18, CONSM M ON IDENTIFICATION SIGNS SECTION 6-19, COMMACTORS PROJECT SIGN--------------------------------------- 38 ., SECTION 8-20, INIMINATION, SIGNAL SYSTEMS, ELECTRICAL------------------------ 39 IN 169 K&U Lridp to Jet. SR 405 *Dentoes GBP _A_ SR IE r+ Istone HALF HRIDGi' r0 4 WASHINGTON STATE HIGHWAY COMMISSION OEPARTMENT OF HIGHWAYS f OLYMPIA WASHINGTON MAP OF STATE HIGHWAYS KING COUNTY g .opos¢d Improvement Shown in Red 11} KIRKLANG A • -_�. 1 { n SR I I�q — SRS20 S50.Mmnn�6� N i -7z� r Y l� BELLEVUE R �a Y Y � SR D b f t 0 • V Z ary IsjAQ� H — 36 3 z �8R yo 01 r ` IW 00' If T ENTON CEDAR so ���Bira •N �I�'L�-� �'• k M'�L.. Ir � S.Y � Rir. zu r F • �I7 +/ n _ _ _— _ ,6 '- - as 34 3i a. �J R 4 E R 3 E WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON 985o4 SR 169 Half Bridge to Jct. SR 405 King County i NOTILc TO n'_L PLAN HOLDERS The office of the Project Engineer assigned to show this project to prospective • bidders is located at 17524 Bothell Way N.E. - Bothell . Washington 98o11 telephone 486-3200 G. H. ANDREWS Dire-.or of Highways BR 169 Half Bridge to Jet. SR 405 �- t , 1 t WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON iM an cUN"' TRACT PROVISIONS FOR CONSTRUCTION Of 5R 169 KING COUNTY MP 24 .45 TO MP 25.18 BRIDGE TO e(e( (fit /R FEDERAL AID PROJECT NO US-0711 (2) - 1973 v i r BEGINNING A OF FILE TITLE I • • 1 B d I 1 M forIK+�Y�-'fki 1iffi'tPfi1(i..,i, 1f1 .m,.• Ids 7n the event that ur .er a contract which ie sul 1pot to these bid conditions any work is perforred in a year later than the latest !ear for which acceptable ranges of minority manpower utilization have been determined herein, the renges for 1973 i sha.I be applicable to such work. Whenever a contra* or subcontractor. who at the time of `idding i:. e . .., n un.e. these Bid Conditions, u.es trades :.ot contcmplated at the time he submits his bid, he shall he deemed to he committed to these Bid Conditions with • ehpect to r those trades. Whenever a contractor or nut contractor Is so deemed to be committed to these Bid Conditicra, he shall be considered to be committed to a manpower utilization goal of the minimum percentage range for that trace for the appropri- ate year. i The pe cen:age goals of minority manpower utilization &hove are expressed in terns of manhours of training and employment as a proportion cf the total manhours to be worked by t :e bidder's, contractor's and subcontr&ctor's entire work force in that trade on 11 projects (both federal end non-federal) in King County. was ington during the performance of its contract or subcontract. The manhc,,re for rino?Sty vori, and training mast be substan'�ially uniform throughout the length of the contract on all projects and for each of the trades. Further, the trensfer of minority employees or trainees from employer-to-employer or from project- ' :,-project for the sole purpose of meetiro the contractor's or subcontractor's goal she'. be c violation of theme conditions. , BB 169 iialf Bridge to Jot. 5B 405 f 7 i ; a a ..,.. slam lrg 1-07.11(ll) Bid Conditions, Affirmative Action Roq..__ __.at$, Egval Employment Opportunity Section 1-07.11 of the standsrd spec!ficatlone is hereby eupylemented tc include tt.e I ollowing new section: The provisions of sections 1-07.11(1) through 1-07.11(5) and s",ticros 1-07.11(8) t�'-ough 1-07.11(10) shall not apply to prajezte within King county. The provisions o section 1-07.11(7) she!! apply Orly when specif d in the specie' previsions. .,is Contractor Is hereby advised that by signature of the bid he is deemed to Y hove signed and agreed to the following provisions: A. Coverage. The provisions of these bid conditions shall be appliteb'_e to all construction trades to be utilized on the proje". B. Re'yuia.,cent -- Aa Affirmat,ive Action Plan. Bidders, contractors and 6 subcontractors will not be eligible for award of a contract under this invitation for bids, .mess it certified as prescribed 1:. para- graph Cl. of the certification mpecifled In theat Bid Conditions that • It adopts the minimum goals and timetables of minority manpower utill- sation ("kinority" is defined as Including Aedi'aes, .panish Surnamed Awn-r:cans, _,rientals and American U,diana, and include- both men and v0son), and specific affirmative actfun steps not ferth in se-tlon B.1 and 2, of theme bid conditions directed at in2reasing minority manpower Utilization by reana of applying good f�14th efforts to carrying out such stops; or s aeened to have adopted such a program pursuant to seetioc B.3 of these bid oonittlons. 1. Coals and Tintables. The goals of minority manpower utilization required of the bidder and subcontractors are eppllceble to each trads which will be used on the project in tone of msnh,na s, within at least the following range in Xing Ocuat-,, Washington. Pane of Minority Manpower Utilization Prprecaed ir. J_, ean tage Terms Until 12/31/73 9.7% - 13.0E SR 169 nalf Br!,dp to :ct. SB 405 -5- 1Ta!ning, a:,r. Erov,tion - Sec'.lon 1-07.11(7) of the standard specifications is revised as follows: , The first sentence of sul,paragraph 6 of pnragral-i 3 shall be changed to read: Except as otherwise noted below, the Contractor will br reimbursed under the bid item "Training" per hour for each hour of training for each employee that is trained in ac-mrdance with approved training program. Sulparagraph 7 of paragraph 3 shall be revised to read as follows: N ?f, in the ludgment of the Contractor, a trainee becomes proficient enough to gaslify as a ,Journeyman before the end of the treacribed training period and the Contractor so employs such trainee, full credit and payment to the Contractor shall he made per hour fo,: all hours trrined and -worked unta. " equal to the hourr required by the approved training program. • a, Subpssaprapi, 9 of paragraph 3 shall be revised tc read as follows: If less than the full training specified in the approved training prop- in is provided and the trainee is not employed by the Contractor as a Journey- man !.n the classification for which trained, payment to the contractor will be made at the unit bid price for "Training" for each hour of training com- pleted. *r Subparagraph 10 of paragraph 3 is hereby de.eted and the following substituted: Should offsite training be an integral part of the approved training, program and not comprise more than 1$A ^f the -,verall training, arch training may be reimbursed to the Contras under the bid item "Training" provided the :ollowinp conditions exi>t: 1. Tne trainee ir currently employed on this project under the approved 'craininv prop, m. fy 2. The 6nntractor either (1) contra utes speeivically to the cost of the program, or (2, provides the irstruction to the trainee, cr (3) pays the trainee's wages during the offsite training period. A- SR 169 Half Bridge to Jct. SR 40S A e SWTION 1-07, LWAL RELATIONS AND RLSPONSIRII,1TIES (May el, 1973) Employment of State Residents - RCW 39.16 The first paragraph of section 1-0-1 .8 of the standard specifications is hereby deleted and the following c istituted therefor: The law of this State provides In a:.I contracts let by thf State or any department thereof, or any cowsty, city or cc✓n for the erection, consttuctior . alteration, demolition or repair of any public ouilding, structure, oridge, highway, or any other kind of public work or improvement, the Contractor of subcontractor shall employ ninety-five percent or more bona fide Wash3agtoo residents as employees where more than forty persons are emplc✓ed, and linety percent or more bona fi4e Washington residents as employees where rorty or lees persons are amp_nyh , except chat amp contractor or subcontractor may employ not more than five persons without regard to the residency reyuir-- ments stated herein in the per'ormanee of any ruch contract: PROVIDED, that the state of the residence of the Contractor or subcontractor pro- vides reciprocal rignts t- Washington eontractorz or subcontractors. The Contractor shall W. the standard prevailing wages for the specific type of construction as determined by the United States Department of I,nbor in tl.e city or county where the work is being performed. The term "resider' as rased in this chapter, shall mean any person who has been a bona resident of the State of Washington fur a period of ninety days prio > such employment: PROVIDED, that in contracts involving the expenditure of federal-aid funds this chapter ahail not be enforced in such manner to conflict with or oe contrary to thz federal statutes, rules and regulations prescribing a labor preference to honorably die- cnarged soldiers, sailors and marines, or prohibiting as unlaw l any other preference or discrimination among the citizens of the United States. a 169 Ralf brilge to Jet. SP .05 -3- s s • SECTION 1-03, AWARD AND EXECUTION OF CONTRACT (Nov. 9, 1972) award of Contract The first sentence of section 1-03.2 of the standard specifications is hereby revised to road as follows. 'rho sw u•d of contract, if it be awarded, shoal be made within 30 calendar days after the date of opening of bids to the lowest bidder deesed responsible by the Cosoolssian, eirept that .spot mutual consent of the aowest bidder and the :oeaission the 30 calendar day limit say be ertended. w .3zcriON .,-06, CONTROL OF 14ATERIAW (September 20, 1972) Source of Supply and Quality of Material.$ - seatiun 1-06.1 of . e standard specifications is hereby Aupplemanted by the following: w Unless otherwise provided in the special provision or specifically approved for use, all equipment, material, and articles incorporated in the permanent work are *o ba n(re. S . 9 w • • .R 169 Half Bridge to Jet. SP 405 Id INTRODUCTION The following amendments and srr,cial p_ivisionm included herein shall he used in -on- Junction with the Atandard specifications of the Department of Highway!, adopted in May, 1972. A.NQODMENT3 TO THE .`'"ANDAPD SPFrTFICATTONS :he hereinafter contarnee waendments tc the standard specifications are :aeteby made IL part of thin contract and supersede any conflicting provisions of the stanLard specifications. For informational pur:--owes, the date following each title of the amendments indicates the "mplarmntstion date )f the amendment or the latest ,late of revlrion. SECTION 1-01, BID FeOCEDURES AND CONCT•'IONS (Key 21, 1973) i Hon-Collusion Certificate - 3ection 1-02.8 of the standard epeci t'icatlons shai.l be revised to read am follows: United States Code, Title 2 , Section 112 (c) , requires, " a condition pre- cedent to approval 1:y the Secretary of Transportation of the contract for this work, that, there be filed a sworn tenant executed by, or oo behalf of, thw person, fine. Assoelat'.m, or eorforation to whom such contract is to be swarAed certifying that such T^roan, firm, association, or corporation nas not, either directly it indirectly, entered into any agreement, participated it any collu- sion, or �therwlss taken mrW action 1n restraint of free competitive bidding in _ concoction with such contract. This sworn statement sball be in the form of an affidavit executed and avcrn to by the ■uccesaf+,l bidder before a uerson who is authorized by the Laws Of this State to administer oaths. The original of such sworn statement shall be filed with the State highway department prior to the award of the contract. ' The Nor.-Collusion :,. ' ticata will be a part of the bid proposal on those { projects where it equtier. By s1gn1nA hiu proposal, the bidder will be { deemed •.o havv st and agreed to the provisions of the Non-Collusion Cer- tificate. 6R 169 Half Bridge to Set. SP 405 'Denotes CSP •1- ♦e t`. �. � �. �. �i i. �. ".l iaY"S !.. �W�i�� . '_��� � A �3 �. 1 r �CL4�3.:�.J�I �Of �MY1Y�.•��(Y ,1 i�l'�M.��a ,�..�Mp�::W�WN ��rL��Zdai��L .� • � � i _,. i w .d. . � � a I r J� a �, �. , ; � , �. ., ,_ji ;, .'.�. a 1-07.11(11) Bid Conditions. Affirmative Action Requirements, Equal Employment Opportunity Section 1.07.11 of the standard specification* is hereby supplemented to include the following new section: The provisions of section:. 1-07.110) through 1-07.11(6) and sections 1-07.11(9) through 1-07.11(10) shall not apply to projects within Xing County. The provisions of section 1-07.11(7) shall apply only when specified in the specie] provisions. The Contractor is hereby advised that by signature of the .id he is dewme1 to hove signed and agreed to the following provisionn: A. _Coverage. The p.ovisions of these bid conditions shall to applicable to all construction trades to he utilized on the prn;r t. B. Requirement -- An Affirmative Action Plat. Pidders, contrac•ors and !� subcontractors will not be eligible for award of a contract under this invitation for bids, unless it certifies as prescribed in para- graph Cl. of the certifleatlor specified in then : Bid Conditions that it adopts tre minimum goals and timetables of minority manpower utili- zation ("Minority" in defined as including Negroes, Spanish Surnamed Americans, Orientals and American Indians, and includes both men and Women), and specific affirmative action steps set forth in section A.1 and 2, Df these bid conditions directed at increasing minority manpower utilization by weans of applying good faith efforts to carrying out such steps; cr is deemee to have adopted such a program pursuant to section B.3 of these bid conditions. 1. Coals and Timetables. The goals of mino-ity manpower utilization required of the bidder and subcontractors are applicable to each trade which vil' be used on the project 1n terms of manhours, within je lear he following range in King County, Washington: Range of Minority Manpower Utilization Expresmed in Percentage "erns Until 12/31/73 9.T% - 13.0% SR ?69 half Bridge to Jet. SR 405 -5- A SECTI("1 1-07, LEGAL RLLATIORS ARD RFSPonIBILITIES (May 21, 19T3) Employment of State Residents - RCW 39.16 The first paragraph of section 1-07.8 of the standard specifications is hereby deleted and the following substituted therefor: 1'he law rf this State provides: In all contracts let by the State or any department thereof, or any county, the erection, construction, alteration, demolition or City or tore for blic tulldlne, structure, bridge, highway. or any other repair o, eTty P= all rend of public work cr improvement, the Contractor or subcontractor eh as amPloy nicety-five percent or scare bona fide Washington andeninetye percent where more thou forty persons rre levees where forty or leas or more bona V de Washington residents , temPLOT or eubcontractor ma,Y persons are .m nloYed1 except that aK1 enploy not more than five persons without reg`d touch contract'd PROVIDED, the stated herein In the performance of any _ that the state of the residence of the Contractor or subcontractor PTtu- video reciprocal rights to Washington contractoreeeof�=uLhenspecific types Contractor shall pay the standard prevailing wag of construction as determined by the l'nited States Department of ;wbor in the city or county vhere the vcrk is being performed. The term 1,resident", ns used In this chapter. shall mean any person d o has been a Sono fide resident of the State of Washington for n tracts of ninety dityk prior to each employment: RROYIDED, that in contracts involving be enforced the expenditure of federal-aid funds this chapter shall not e federal honorablyrl statutes, in such manneT to conflict with or be contract stone rules and regula eto e di')- tions yxescrSDinB a la..or prohibiting as unlawful any charged soldiers, sailors and marines. gT'the citizens of the United other preference or discrimination among States. 3R 169 Bsaf Brid,ps to Jct. SF 405 -3- ♦ r IHTRODUCf70H The following amendments and special provisions Included herein shall be used in con- Junction with the standard specifications of the Department of 'iighvsys, edopted in Msy, 1972. A.'09D1U31TS TO TKE STANDARD SPECI7ICAT"in'TS The hereinafter contained amendments +.o the standard specifications arm hereby made a part of this contract and supersede any conflicting provision of the standard specifications. For informational p1trposes, the data following each title of the amendments indicates the implementation data of the m.enement or the latest data of revision. SECTTOB 1-02. BID PROCEDURES AHD coHDITIQss (May 21, 1973) ry !Ion-Collusion Certificate - Section 1-02.8 of the standard specification shall be revisad to reaj. am follows: • United States Code, Title 23, Section 1-12 (c), requires, as a condition pre- cedent to appro^al by the Secretary of Transportation of the contract for this work, that thare be filed a sworn statement executed by, or on behalf of, the person, fileaa, association, or cr,rpora:ion to whoa such contract is to be warden, cart WDS that such person, firm, association., cn- eorDeratian has not, .,ither directly or indirectly, entered into any agrommant, prrticipated in any collu- sion, it otherwise taken any action in restraint of free competitive bidding in connection wi'h such contract. This sworn statement shall be in the form of an aft:dawit executed and sworn to by the successful bidden before a perscn vho !s avtr,.rivrd by the Laws of this State to administer oaths. The original of surh sworn statement shall be filed with the State highway department prior to the swari of the contract. The t'on-Co.l'Asion Certificate will be a part of tha bid proposal on those prolocts where It is required. By signing his proposal, the bidder will he deemed to have! sued and agreed to the provisions of the Hon-Collusion Cer- tificate. P.R 169 Half Bridge to Jet. SR 405 •Denotes CSP -1- a � y w P-age ROCK FASCIA WALL WITH GROUT------------------------------------------------------------------- 102 1 ROCK BUTTRESS WALL--------------------------------------------------------- 103 *<1LLUMINATION SYSTEM-------------------------------- PERMANENT SIGNING----------------------------------------------------------- 110 SIGNING MATERIALS AND FABRICATION------------------------------------------ 112 A t RELOCATION AND REMOVAL OF EXISTING SIGNS----------------------------------- 112 CANTILEVER SIGN STRUCTURES------------------------------------------------- 112 YP TRAFFIC BUTTONS------------------------------------------------------------- 112 406 REIIOVING EXISTING PAINT STRIPES-------------------------------------------- 113 STANDARD PLANS------------------------------------------------------------- 113 MALL FOOTING_______________________________________________________________ 115 TIMBER PILE SPLICES--------------------------------------------------------- 115 FURNISHING AND DRIVING TIMBER TEST PILES----------------------------------- 115 TREATED TIMBER PILING------------------------------------------------------ 115 ANCHOR BOLTS--------------------------------- ------ 116 F.LECTR;CAL CONDUIT AND APPUPTENANCES--------------------------------------- 116 TEST HOLE DATA--_ --------------------------------------------------------- 116 -SLOG OF TEST BORINaS ------------------------------------- ---------__ ---- I thru 15 SR 169 H, f Bridge to Jct . SR 45 -... tvisea November 21 , 1973 -E- P_v. 1 M`a � a Pe„e I BAC)G ILLING __-_ 66 N • INSTALLATION Or SEWER FIPES ACROSS EXISTING ROADWAYS- '--__-""-"- 66 UTILITY TRENCH------------------------------------------- ---- 67 f.a; SPECIAL GROVEL BACCFILL FOR LRAINS----- . .------------------------------------ 67 CAN•PIIEVER "Ll' WALL9---------------------------------------------------------- ,r ,v -TEEL HANDRAIL--------------------------------------------------------------- 68 SUtr>„RARE DRAIN--------------------------------- ........................... 68 CAST-IN-PLACZ CONCRETE PIPE----------------------------------- ------ 69 wATEK MAINS AND APPURTENANCES__________________ __—__--_— ____-- T7 I11SPF.CTION Cp WATER LINES .................... _______________________________ 97 ADJU3T MANHOI23-------------------------------------------------------------- CATCH BASIi TYPE 2 OVEF 12 FEET_________________________________________ 97 EROSION CONTROL--------------------------------------------------------------- 98 ASPHALT CONCRETE GUTTER--------------------- .__________________--- .' INLE?5---------------------------------------. ------------------------------- 100 BLOCK TRAFFIC CURB___________________________________________________________ 100 RIMOVING TRAFFIC ISLAND------------------------------------------ l0O LANE MARKERS------------ - ------------ --- 101 REMOVING GUIDE AND SPOT POSTS------------------------------------------------- 101 BEAMGUARD RAIL___________________________________________________-------------------------------------------------------------- 101 SIDEWALKS------------------------------------------------------- 14'? SR 169 Rolf Bridge to Jet. SR 405 -D- Page REQUIRED FEDERAL AID PROVISIONS----------------------------------------------- 55 0 MIIH3RITY SUBMVNACTOR REQUIR5MNTS--------------------------------------------- 56 PROTECTION OF UTILITIES-------------------------------------- ------ 57 TEMPORART CONSTRUCTION DETOURS------------------------------------------------ 58 0 TRAFFIC CONTROL----------- EMERGENCY TRAFFIC COETROIA---------------------------------------------------- 60 SPECIALTY !TEMS--------------------------------------------------------------- 60 ;:.. • **RIGHTS OF WAY------------------------------- !� O1711:11 OF WORK------------------------------- ------------------------------- 61 i Pri"iRYSS OF WkRK*------------------------------------------------------------- 61 THE FOR COMPIRTION------------------------------------------------------------ 61 CLEARIIE3 AND G71M]RIM--------------------------------------------------------- ROADSIDE CLBAAUP--------------------------------------------------------------- 62 REMOVAL CF SRUCTURIM AND 0b&5UCTIONS*-------------------------------- ------- 62 62 WASTE SITE FOR EXCESS MATERIALS AND DEBRIS*---------------------------------- 62 aOuxGE of MA,MM LALs---------------------------------------------------------- 63 HAULING ON OTHER THAN STATE HIGHNAY9*----------------------------------------- 63 ROADWAY EXCAVATION INCLUDING HAUL--------------------------------------------- 63 ASPHALT ON SHOULDER SLOPES---—-------------------------------------- --------- 63 SOIL RESIDUAL HERB ICIDr ------------------------------------------------------ 64 PRO? ROLLIBG----------------..-------------------------------- -------- 64 SR lby Halt Bridge tl Jrt. SR 405 >,,,Revised December 1P„ 1973 Nw, CONTRACT PROV. SR 169 - HALF BRIDGE DUCT SR 405 I UCTION 2-03, AOADMAY EXCAVATION AAT' EMBANY%OAM (August 10, 1973) Maasurmsent - Section 2-03.4 of the standard specifications to hereby oupplemented to Include the fol lowing. When Gravel borrow is measured by the ton, the mixture limitations containe. In section 3-01.5 of the standard specifications shall apply. 2-03.5 Payment 0 The pal' it®s for roams 10, 11 and 12 In the first paragraph shall be revised to $25.00, t24 00 and $24.00 resrectively. The seccad paragraph shall be revised to re d as follows: The unit contract prices per cubic yard for items 1 and 2 above cha7.1 be full compensation for excavating, loading, placing or otherwise diryosing of the material as shown ra the plans, as spec.Lfied herein, or as directed by the Engineer and shall include the removal and disposal, wasting or stockpiling of forest iebris, any sod or decayed vegetable matter that is not suitable for vabankment, from the surface of a cut as may be rpeeified, or so may be directed by the Engineer. The first senten!o in the sent to the lart paragraph on page 108 shall be revised to read as follows. Payment per hour for a heavy duty paver grader weighing more than 14 tons will be made at an adjusted price for such uni'c calculated from the fixed price llstea in the propoeal plus an additional allowance of $1,50 per hour per ton of weight over the basic 14 tons. 4 Tour last paragraph on page 108 sha:.l be supplemented with the following sentences Ia addl.tion to the width adjustment, when prior approval is given by the Erginser, ,)myaent per hour for "Tandem Disk and Tractor" and "Cang Plow and 1 Tractor" operated oy units in excess of 150 horsepower will be at an adjusted price fci each unit calculated from the fixed price listed in the proposal s plus an addittonal allowance of $1.00 per hour for each additional increase of 10 horsepower up to 225 horsepower. There shall be no additional adjust- ments above 225 horsepower. The first full paragraph on 109 shall be revised to read am follows: PAyiwnt per ho,ir far heavy duty pulverizers having more than 140 horsepower will be made at an adjusted price for such unit calculator. from the fixed price listed in the proposal plus an additional allowance of $1.00 per hair for each additional. Increase of 10 horsepower. k on If9 Balf Bridge to Jct. 3P 405 i -1y- • RFMOYAL OF ANll OBSTRUCPIORS (AuPust 21 , 1971) Jescriptior - _0,.1 of the standard apecSPicati0re a"" be deleted • "Ae last sentence in section �in its entirety. 1 ' Rewoval of psv~nt, Sidevalks, and Curbs The first Parsserauh of section 1-02.3(3) shall oe supplemented by the follovinv: � It the debris in burled within the right of way, it shall br covered with at least 5 fast of soil. The second paragraph of section ?-02.3(3) shall be deleted in its entirety. Section 2_02.5, Payment , is a new section to be added to the standard specifications and considered a part thereof. '-c2.i PN'*ent - pgjswent will be nede order. 'Removal of ,tructures and obstructions", IMP sum- • The lump -um contract price for `kemov&l of Structures and nhstructions' shall be full compensation for alJ work r clined herein. pavem.nt, sidewalks and curbs which are to be removed and are encountered in exca- vattor areas shall be included in the ousntities of exc-..:'Son. Yaverent, side- walks be aecuroed which Daare to for asrvrovided herein.not encountered in exravatior. cress and M r 3R 169 Ralf Bridge to Jct. SR Vjl' k 1-07.28 fleployment Openings - • Section .-07.28, Paployment Gpeninfs, is a new section to be added to the standard 8pecif1:Ltions and considered a part thereof. The Con*.,.ctor agrees t4at employment openings of the Contractor which result from this contract, Including, those which exist at the time of the exe—tion of this -On- tract and those which occur during the performance of this contract, but excluding i those of independently Operated corporal* affiliates, shell, to the stximjm extent feasible, be offered for listing at the Yashini�ton State Department , ! Emplayment It fecurity. Contractor further agrees to provide such periodic report, to the Depart- eent of Employment Security regardl-�g employment openings and hires he may be required. Provided, that this provision shall not apply to openings which the Contractor fills from within the Cont-actor's organiza_4on or are filled pursuant to a customary and traditional employer-union hiring arrangement and that the listlnt; of exployment openings shall involve only the normal obligations which are f attached to the placing of job orders. The Contractor agrees further to place the above provision in any subcontract directly under this contract. An informational copy of the "State Contractors Quarterly Repurt of New Hires" and the rules and regulations relating thereto are attached to and considered a part of the contract documents. BR 169 Half Bridge to Jet. SR 405 -1T- t • The pendency of such fomal proceedings shall be taken Into considera- tion by Federal sgencias in determining whether cuch contractor or subcontractor can comply with the requirements of Executive Order 11246. as amended, and i- therefore a "responsible prospective contractor" within the meaning of the Federal procurement regulations. It shall be no excuse that the union with which the contrsctor hes a collective be-gaining agreement providing for exclusive referral failed to refer minority employees. The procedures set forth in these conditions shall not apply to any contract vhen the head of the contracting or administering agency deter- mines that such contract to essential to the national security and that i.t award without following such procedurce St necessary to the national security. Upon making such a determination, the agency head will notify. in writing, the Director of the office of Federal Contract Compliance within thirty days. Requescs for er,emptions from these bid conditions mist be made in vri'.- ing, with ?ustification, to the Director, office of Federal Contract. Compliance, U. . Department o' Labor, Washington, D. C. 20210, and snall be forwarded throng, an,i with the endorsement of the agency heed. Contractors and subcontractors must keep such records and file such reports relating to the pro-isions of these bid conditions ae shall be required by the contracting or administering agen y or the Office of Federal Contract Compliance. For the information of bidders, a copy of the King County Plan may be obtained from the contracting officer. 5R 169 Half Bridge to Jet. RR 405 1 46 } Violation of any su'•,atantial renuireseent in the King County Plan by a contractor or sub,�ntractor covered by thee* bid conditions including the fail,.re of such contractor or subcoatractor to make a good faith ♦ effort to meet its fair share of the trade's goals of minorlty manpower utilitation, or of the requirements hereof by a contractor or sub- ontractor shall be deemed to t,e noncompliance by such contractor or cubcontrnetor vitb the Equal Opportunity Clause of the contract, and shall be grounds for imposition of the sanctions and p,noltios provided by section 209(a) of Executive Order 11246, as am*nded. Wr agency shall review its contractors' and subcontractors' employment practises during the performance of the contact. If the ageney deter- mines that the King County Plan no longer represents effective affirma- tive action, it chili so notify the Office of Federal Contract Com- pliance which shall be solely responsible for any final determination ♦ of that question and the consequences thereof. In regard to these bid conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor -an d~rxtrate that it has made -eery good faith effort to meet those goals, the Con- tractor or subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these bid conditions and no formal sanctions or proceeainge leading toward sanctions shall be instituted unless the rgency otherwise determines that the contractor or subcontractor Is not providing equal employment opportunities. In Judging whether a contractor or subcontractor has set its goals, the agene,/ will consider each contractor's or subcontractor's minority manpower utilization and will not take into conaidaration the minority manpower utilization of Its subcontractors. Wasre the agency finds that the contractor or subcontractor has failed to comply with the requirements of Executive Order n2`+6, as amended, the implementing regulations and its obliga- tions under these bid conditions, the agency shall take such action and impose such sanctions so may he appropriate under the Executive Order sna the regul .icons. When the agency proceeds with such formal action it has the burdea of proving that the contractor has not met the reiuirnmente of these bid conditions, but the contractor's failure to ueet his goals shall shift to him the requirement to come forward with evidence to show that he has not the "good faith" requirements of these bid conditions by instituting at least the Specific Affirma- tive A^.Lion steps listed above and by making every good faith effort to make those steps work toward the attainment of Its goals within its timetables. i SR 16 Half .ridge to Jet. ER 405 -15- f • In order cc ensure that the said subcontractors' certification becomes a part Of all subcontracts under the prime contract, no subcontract shall be executed until an authorized representative of the Washington State Department of Highways has determined, in writing, 'hat the said certification has been incorporated in such subcontract, regardless of tier. Any subcontra^t executed without such written approval shell be void. 3. Materiality and Pesponsiveness. The certifications recuired to be made by the bidder pursuant to thee- bid conditions is material, and will govern the bidders performance on the pro,7ect and will b. made a part of his bid. Failure to submit the certification will render the bid nonresponsive. D. Ca pliance nd Enfor ement Contractors are responsible for informing their subcontractors (regardless of tier) as to their respective ob'tgations under theme bid conditions las applicable). Bidders, c,mtractors and subcontractors hereby agree to refrain from entering, into any contac, or contract modification sub- , Ject to Executive Order 11246, as amended, of September 24, 1965, with a contras.-or debarred from or who is determined not to be a "responsible" bidder for, ,.overnment contracts and federally assisted construction . contracts pursuant to the Ex±cutive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and carcel.lation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency of the Office of Federal Contract Compliance pursu..at to the Executive Order. Any bidder, or con- tractor or subcontractor who shall fail to carry out such sanctions and - penalties shall be Issued to be in noncompliance with these bid condi-- Lions and Executive Order 11246, as amended. Nothing herein is Intended to relieve any contractor or subcontractor during the term of its contract on this pro,'ect Iron compliance with • Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract, with respect to matters not covered in the Kng County Plan or in these bid conditions. ".. f t • � t t BR 169 1 Half Bridge to .lct. :,R 405 f _14 t , s 1 o t' ' I 2. Subcontractor's Cert:ficatloos. Prior to the award of any sub- F contract under this Invitation for Bids , regardless of tier, the • +'4 prospective oubcontractor must execute end submit to the Prise 0 ( ontrartor the following certification, ♦hich will be deemed a p-irt of the resulting subcontract: SUBWtlt'RACTORS' CERTIFICATION _ 077,;ubcontracto�---_certifies that: a. It intends to use the following listed construction trades in the work under the subcontract _ + b. (1 ) as tc, those trades set forth 1n the r.•ecedinR paragraph a h one Li hereof for which it is eligible under these tid conditions ror particioatlon in the King County Plan, it will comply with the King County Plan on all construction work (both federal and non-federal) In the King County area subiect to these bid conditions, those trades being _ and/or (2) as to those tradee for which 1t is required to comply with these bid conditions, it adapts the minimum minority man- paver utilita:ion goals and the specific affirmative action steps containad in said bid conditions for all construction work (both federal and non-federal) 1n the King County area subject to these bid conditions, those trades being; _— and C. It will cotaln from each of its subcontractors prior to the award of any subcontract unaer th-s subcontract the subcontractor certi- fication required by these bid conditions. signature of sumo*iced representative of bidder BR Ag Ralf Bri *%a to Jet. SR 05 -13- U 4. lion-discrimination. In no event me- a contractor or subcontractor utilise the goals, timetables or af, ''mative action steps required by these bid condiV ns in suet a manne- as to cause or resrlt in discrimination against any person a, accou., . of race, color, religion, sex or national origin, 4. C. Certifications 1. Bidders' Certifications. A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which w1:1 be deemed a part of the resulting contract: BIDDERS' CERTIFICATION �certiflee that: - - �— _B dderf � � � • a. It intends to use the following listed construction trades in the work under the cort:act and b. (1) ds to those trades set forth in the preceding paragraph One � hereof for which it is eligible under these bV _..nditlons for p .rticipation ire thv King County Plan, it vlll comply with the King County Pla., on all work (both federal and non-federal) in the Ping Corinty area within the scope of coverage of that plan, those trades being: — _ i • and or (2) as to those tradis!nr which it is required by theme bid con- ditions to comply, it adopts the miniwum minority manpower utilization goals and the specific affirmative action steps cont ined in these bid conditions, for all -onstructior. work • (both federal and mon-federal) in the ,ling Co++nty area sub- ject to these bid conditions, those trades being: and C. It will obtain from each of its subco*trsrtors and submit to the contracting or administering agency prior to the ward of any • subcontract under tbis com':raat the subcontractor eertifieation required by these bid conditions. S_1Wat LLre of authorized. representative of bidder uR 10 Half Bridge to Jet. BR 405 • 1 � i 3. Certain Contractors_ead Febcontractore not Required to Submit • Coals and Timetables. The fol).ovinq labor organisations and point apprenticeship committees appeared Y defendants !n the case of United States Y. Local B, Int. Ass'n. of Bridge, S. Wash. 19T0 wad have been ordered to ascribe to any: dement an affirmative action pro- gram designed to increase the utilisstioo of Morro employees In these trades. y Ironvorkere Local Union Ao. 86; Ironworkers Joint Apprentice- ship Training Comdttee; In`.ernational Brotherhood of Electrical Workers Local Union No. 46; Plumbers and Pipefittere Local Union No. 32; Plumbere and Pipefittere Joint Apprenticeship Ccmltcea; Sheetmetal workers Union No. 99; and ..7heetmetal Workers Joist Apprenticeship Committee. • By Orders of the Court dated June 16, 1970, the above-designated labor organisations were dlrerted to develop, raintain and imple- ment affirmative nctlon prog.•aee designed to increase the utili- zation of Negroes within these trades. 9pecifle goals and time- tables for their achifvement vere ordered by the court. This obligation hovever does rat in any way diminish the lull appli- cability of Executive Order 11246 as amended, of September ^4, 1965, and its impl4 rating, rules, orders and regulations, in- cluding theme bid conditions, with respect to those trades covered by the aforementioned court. orders. The Operating Engineers, Local Union bo. 302, originally named as a defene'ant In the court action was removed therefrom pursuant to a Consent Decree by vhlc4 it to committed to maintain and implement an affirmative action program for the Inc-eased utilisa- tion of ainorities 1n the trade. Pidderr, contractors or subcontractors who are by contract or othervise, dependent for the ripply of employeeu upon lobo, organisations covered ty the aforcomtioned Consent Decree, shall not be required to submit the goals and timetables for the trade of coerating Engineers. Norwer, much bidders, contractors or subcontractore abali be sdbject to the other requirements of these lid conditions (incl+iding the submiesiov of written af•irm- ative action plans containing specific affirmative action steps required by theme bid conditions) and all other requirements of Executive Order 11246, as mended, and the impiemantiaf. rules, regulations and orders issued thereunder. SP. 169 golf Bridge to Jct. SP 405 -11- 4 • • g. The contractor shall make specific and constant personal (both vritten and oral ) recruitment efforts 41rocted at ell minority organizations, schools vitb minority Students, minority recruitment ozganications and minority training • organizations, vithin the contractor's recruitment area. h. The contractor shall mace specific efforts to encourage present minority employees to recruit their friends and rclativeS. 1. The contractor shall validate all man specifications, • selection requirements, tests, etc. �. The cortreccor shall make every effort to promote after- setool, summer oind vacation employrent to minority youth. - k. The contractor shall develop on-the-,fob training oppor- • tunities and participate and asaift in any association or employer-group training programs relevant to the con- tractor's employee needs consistent vlth its obligations under these bid conditions. 1. The contractor shall continually inventory and evaluate • all minority personnel for promotion opportwAties and encerage minority employees to seek such opportunities. ■. The contractor shall make sure that sentortty practices. Job classifications, etc., do not have a discriminatory • effect . n. The contractor Snell make certain that ell facilities .A and company activities are non-segregstrd. i o. The contractor shall centi-jually monitor all personnel • activities to ensure that his MM policy is being carried out. p. The contractor aksll solicit bids for subcontracts from available nisority subcontracturs engaged in the trades covered bi these bid conditions, including circulation •to minority contractor associatirna. • SR V9 Half bridge to Jet. SA hoi -10- fo • r b. The contractor shall maintain a file of the names and ' addresses of each minority worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefor. If such worker was mr. sent to the nn+on hiring hall for referral or if such worker was not saryloyed by the contractor, the contractor`a file shall document this and the reasons theraf,.r. • C. The contractor shall promptly notify the Washington State Department of Hlghvays when the union nr unlcns vith whom the contractor has a collective bargalninor agreecent has not r-ferred to the contractor a minority worker sent by the contractor or the contractor has other information that the union referral !,rocess has impeded him in his 40 efforts to meet his goal. d. The contractor shall participate in training progrems in the area, especially those funded by the Department of Labor. a. The contractor shall disseminate his EED policy within his own organization by including It in any policy manu@a, by prublicizinp it in company newspapers, annual reports, etc. ; by conducting ctzff, employee and union represerta- tives' meetings to explain and discuss the policy: by Posting of the policy; and by speciflr review of the policy with minority employees. f. The cnntrsrtur ahall disseminate him EFY policy externally by informing and discussing it with ell recruitment sources; by advertising in nave .nedin, specifically In- cludinc minority new media; cod by notifying and dis- cuselug it with all subcontractors and n pp)tore. 3H 169 Half bridge to Jet. SH 405 ' � Y • However, no contractor or suteontractor shall be found to be in noncompliance aoaely on account of its 111lure to meet its goals within Its timetables, but such contrartor shall be given the opportunity to demonstrate thrit it has instituted all of the • specific affirmative action steps specified in these Bid Con- ditions and has made every good faitt, effort to rake th•esr steps work toward the atts'nment of its goals within itj timetables, all to the purpose of expanding minority manpower utilization on all of its projects in King Councy, Washington. In all cases, the compliance of a bidder, contractor or sub- • contractor will be determined in accordant, with its respective obligations under the terms of these bid conditions. Therefore, contractors or subcontractors who are governed by th.• provisions thereof shall be suoject to its requirements regardless of the obligations of its prime contractor or lower tier subcontractors. • All bidders and all contractors and subcontractors performing or to perform work on projects subject to these bid conditions here- by agree to inform their subcontractors of their respective obli- gations under the term* an* requir-ments of these bid conditions, including the provisions relating io goals of minority empinyment and training. • 2. lipecific Affirmative Action Steps. Bidaers, contractors and sub- contrrctors moat engage in affizative action directed at increas- ing minority manpower utilization, which Is at !test as extensive and ad specific as the following steps: • s. The contractor shall notify community organizations that the contractor has employment opportunities evait- able and shall maintain records of the organizations' responses, • Sn 169 N-,If Bridge to Jct. SR 405 _g- • 1 ' * �I In reaching the goals of minority manpower uti.lisatim: required of bidders, contractors and subcontractors pursuant to these Rid Con- ditions, every effort shall be made to find and employ qualified 1 journeymen. Where feasible, 25 percent of apprentices or trainees employed en each project shall be in their first year if apprentice- ship or training. In ordir that the nonworking training hours of trainees ma} be counted in meeting the goal, such trainees mast be employed by the ! Contractor during the training period, the Contractor oust have made a co®Stment to employ the trainees at the c,'wpletlon of their training subject to She availability of employment opportunities III and the trainees must he trained pursuant to established trc ning programs which must be the equivalent of the training programs now or hereafter provided for Jr. the King County Plan with ruspect to O the nature, extent and duration of training offered. A contractor or subcontractor rhall be deemed to be in ceapliance with the terse and requirements of this part by the employment and training of minorities in the appropriate percentage of his aggregate work force In the King County area for each trade for which it is committed to a goal under these Bid Conditions. i 80 169 Half Arldp to Jet. 3B 405 -T- i I1 P' I i i • I i'1aci.1g Concrete in Cold leather - Section u-0:.3(o)A of the standard specifications is hereby deleted and the fo'_�or- ing substituted therefor: • F Concrete for structures shall rot be placed on frozer ground. against frosted reinforcing steel or forma, nor shall it be mixed or placed while the atmos- pheric temperature is below 40 degrees Fahrenheit, unless adequate means are employed to heat the aggregates and Ovate* and satisfactory provision has been made for p�otacting the work. The aggregates aid mixing water shall be heated to a temperature of at least 70°F. but nA more than 1500F. The temperature 4t of the concrete shall be not less then hnoF. when placed in the forms and the temperature of the concrete shall be consistent fr,,m *atch to batch. The Engineer may raise the minimum temperature o` the concrete when placed in the forms in case of extremely low air temperature. If the agaregste has been dry hewed, the mixing time shall be increase,. slightly tc permit at3orption of moisture by the over-dry aggregates. ,w Concrete shall be effectively protected ffim temperatur" below hOoF. fcr a period of seven days after placing. In addition to heating the aggregates and water prior to mixing the concrete, it shall be the responsibility ferthef the eehen- Contractor to provide suitable means for protecting the day period. For temperatures below 400F. , unless permitted otherwise by the Engineer, the Contractor shall encle a the structure and provide dry heat and moisture in such a way that the concrete and air within the enclosure can be kept above 50oF. for a period c" seven days after concrete placement. The addi- tion of moisture shall be discc .tinued 24 hours prior to discontinuing isecthe application. of heat. Exposed top surfaces, corners and edges, t • and concrete poured to steel forma are partf -u arly vulnerable to freezing and need special attention. When required by the kingineer, the Contractor shall provide and maintain a sultab':.e recoraing thermometer in the general vicinity of the structure site where concrete is being, placed. It shall be used when required by the 'r.ngi- neer to provide control during freezing or near freezing weather and the in- formation ottained thereby shall be made riadily available to the F.n,vineer. The Cortractor assumes all risks connected with the placing of concrete during cold weather. Permission to place concrete during such cold weather period, ea given ea the Engineer, will in no way assure acceptance of the work by tF . :'fate. .Should the concrete placed under such conditions crave onset isfactory in any way. the Engineer shall still have the right to reject the work althour, the plan and the work was carried out with his permission. . • SR 161) Half Bridge to Jct. OR 405 _3? i1 SBC'PIOA 6-02, COHCRY"a STRUCTURES (September 11. 1973) Air-Entrained Concret. - » The fir6t and second paragraphs of section 6-02.3(2)A of the standard specifications FFFL is hereby deleted and the following substituted therefor: Air-entrained concrete containing not less than 4-1/2 nor more than, 7 percent air shall be used in all cast in place concrete. Meter Reducing Admixture - The second paragraph of section 6-03.3(2)B of the staydard specifications is hex _..y deleted and the following substituted therefor: The air content of the concrete containing the admixture shall not exceed 7 percent. Placing Concrete - Tbe sixth paragraph of section 6-02.3(6) of the standard specificatione shall be supp)smented by the following: In sloping forms, where concrete if dropped will tend to elide down one side of the form as it is placed, the concrete shall be placed through approved con' it without dropping. Finishing .advay Slabs - Section 6-02.3(10) of the standard specifications is hereby supplemented by the follow- Five to ten working days before placing concrete in the roadway slab, a pre- pow conference shall he held to discuss the const,­uction procedures, personnel and equipment to be used In the construction of the roadway slob. Personnel attending the conference shall include the superintendent and foremen in charge of placing steel reinforcing bare, placing the concrete, and finishing the con- -rote. The State's Project Engineer mna his key assistants involved in the inspection of the roadway slab construction will also attend the conference. If more than one roadway slab is included in the construction of the projects additional confer-nces shell be held Immediately prior to the construction of each roadway slab if there is a change in t. a Contractor's key personnel since the previous conference. f SR 169 Half Bridge to Jot.. SR 405 , -31- 1 e SLCTICN 5-06, ASPHAUf C011CRr'E PAVF'ENT (January 10, 1973) Reeuirements for All Plants - 3ection 5-04.3(1)A8 of the atandard specifications is hereby supplemented to Seclude the following paragraph: :c When a baghouse is used for dust control, a surge hopper shell be provided to t collect the fines from the baphou,e. P.ecurate mechanical ,means shall be pre S vlded for uniformly feeding the fines from the surge hopper into the aporega feed in the amorrt ordered by the Engineer. The surge hopper shah' have a r minimum folding capacity of 5 cubic ,yards and be provided with a method of with drawing of surplus fines independently for disposal. Spreading and Finishing The la,t paragraph of section 5-04.3 W of the standard specifications is herebv deleted and the following substituted therefor: When the asphalt mixture is being, produced by more than one asphalt plant, the aggrei-ates used in each plant shall be from the same manufactured a ,gregate source or the material produced b; each plant shall be placed by • separate spreading end compacting equipment. A GR 169 Half Bridge to et. 3N 405 -V)- M 4 e. Fill Slo�ec No fill shell be mane which creates an exposed surface st.+eper in slope than two horizontal to one vertical. f. Benches or. Slopes There shall be a 10' vide bench eloped into the hillside for every 50' in height. R• Setbacks 40 Material ani vegetation shall be :eft in its natural state: 50' from any FP, A, G, S, or R zoned property; 20' setback s.hlch includes a 6' high planted berm along any piblic right-of-way; 20' from M, B, or CG zo.;ed property; 10' from GM or FR zoned property. Plans shall show type of vegetation existing within the buffer zones. h. Drainage All drainage facilities shall be designed to carry surface waters to the nearest practical street, storm irsin, or natural water-course. Adequate provision shall be ride to prevent any surface waters from damaging the face of an excavation or fill. All slopes shall be pro- tected from surface water runoff rrom above by berms or $vale The Contractor is furts -r advised that King County new require conditions which are in addition to the foregoing list and that, the County may reject permit applications at its discretion because of the proposed operations proximity to schools, reeidentia] neighborhoods, hospitals, arterials or for other environmental conditions. When there are discrepancies between the requirements of the State and the County the acre stringent specifications shall apply. Should the Contractor fail to comply with any requirements of a temporary permit obtained in the State's name, the State will take the necessary action to meet these requirements and any costs incurred ny the State will be deducted from monies due or to become sus the Contracts. SR 169 Half Bridga to Jet. SP 405 1 • t . No signs other than sirens required by Chapter 24.42, King County Zoning Code are authorized as a result of the temporary permit. I. Clans required: • a. ^ca`.e of-?lot Plana Site Size.: less than 10 acres 10 to 100 acres 11' - 300' • over 100 acres - 200' L. Contours Show existing 1r:d proposed contours at 5-foot intervals. If existing and proposed centotrs are superimposed upon one another it must be • clear as to which ii which. Plans which incorporate a screening pro- cess ruy be reeuired by the County to distinguish said contours. Finished contours must show how the property yan be used under the eaistiug zoning. Plans showing daylifhttne of property to road grade or below with high 2:1 slope walls vil. no longer be permitted within • the N, S, or G zones. ,he plans must contain large terraces which will permit the lot sizes and roads that are permitted within the zone. c. Sections Shov a minimur of two sect`ons in ear:h direction. • d. '.aximun Slope Cats shall not Le steeper in slope than tvo horizontal to one vertical unless the owner furnishes a soils engineering or an engineering geology report certifyinp that the site has been investigated and indicating ti.st the proposed deviation will not endanger aryr private property or result in the deposition of debris on any Dubl', way or interfere with • any existing drainage course. • • SR 169 Half Bridge to Jet. SR 4o5 `A • w�ww SECTION 3-03, 61TE RECLAMATICN (June 1 , 19,1) Subsection 3-03.2(4) , .'ermits for Pit Operations in King County, to a new section to be added to the standard specifications and considered a part thereof. r 3-03.2(4) Permits for Pit Operations ir. King County - Tn addition to the requirements of section 1-07.6 of the standar9 specifications, ano these specifications, the. Contrector is advised that the County of King may require the Contractor to meet any or all of the following listed conditions before considering isauance of a temporary permit for pit operations within King County; 1. Security fences and locking gates shall )e installed where deemed necessary by the King County Department .,f Building. Cable e vire gates are not nccertntic. 2. Hours of operation shall be .limited to: 7:00 a.m. to 7:00 p.m. • 3. Access roads rall be improved and malntaincd to the satisfaction of the King County Department of Public Works. A haul road agreement fo- County road maintenance may be required. All roads shall be swept and/or washed by the applicant at his expense as often sr the Department of Building deals necessary. Property shall be functional access to an arterial level street. �. All operations will have to be approved by King County Flood Control for drainage plena, Washington State Department of Ecology and Puget Sound Air Pollution. Those properties n•er or ad,7acent to any water body crust have written approval from the btate of Washington Department of visheries. , Obtain a mining reclamation permit from the State of Washington Department of Natural Hesou-ces for sites In excess of two acres or involving 10,000 tons or more of excavation. 5. No stock.pllinF of foreign excavated material is permitted on the site ey,,ept for those materials to be used in the land rehabilitation of the siQect property. 8N 169 Half Bridge to Jet. SP 405 -2T- to VIEW • Payrr:ent for shoring and cribs or extra excavation class P, shall be made in the following manner: Payment for shoring and cribs or extra e. aystion class B will be made • i at a fixed price per square foot which shall be full compersation for the construction and subsenuent removal of all shoring am cribs or for extra excavation in lieu thereof if excavated to a slope of 3/4 to 1 or flatter and for all necessary labor, materials, tools and eouipment for performing such work. The State will determine on each pro,iect a reason- able price per square foot for shoring and cribs or extra excavation which price shall be entered in the bid proposal and shall he the unit price on which payment will be based. If there is no bid Stem for shoring and cribs or extra excavation class B on a square foot basis and the nature of the excavation is such that shor- ing and cribs ere required as determined by the Fngineer, payment to the • Contractor for the work will be on the basis of Force Accourt. 'Me unit contract price i-r cubic yard for gravel backfill of the kind and class used in the work she 1 be full compensation for furnishing all labor, materials, tools and ecui went and for all other cos-cs and expenses necessary or incidental to excavatin„ loading, hauling the 1 distance, placing and � compacting of gravel backfi-1 as specified. 0 f SR 169 Ralf Bridge to .rct. SR 405 -26 • Payment for shoring and cribs or extra excavation class A will be made in the following maoae= • Payment for shoring and cribs or extra excavation class A will be nade at the lump sum contract price, which shall be full compensation for the construction and subsequent removal of all shoring, cribs, coffer- dams, and caissons, and for all necessary labor, materials, tools and equipment for performing sure worx. • No additional compensation over the contract price for shoring and cribs or extra excavation class A. will be made for increased depth, to and Including a depth of three (3) feet below the elevations shown on the contract plans: excepting however, that if a depth greater than three (3) feet below the elevations shown is required, allowsnce for extra cost may be made mi the basis of Force Account. • When the item bhoring and Cribs or Extra Excavation Class A," lump sum is shrnm on the plans and proposal, and when with the written approval of the Engineer the actual. installation of shoring, crib, cofferdam or caisson is not made, the Contractor will be paid in full for the bid item "Shoring and Cribs or Extra Excavation, Cass A," lump sum, which • price shall be full compensation for all. excavation, backfill, backfill compaction, or other incidental work performed by him in lieu of con- structing the shoring, crib, cofferdam or caisson. If there is no bid item for shoring and cr'_ s or extra excavation class A for t:,e structure invclved, the costs of ny storing and cribs or extra excavation that may be required as approved by the Engineer will be paid for on a Force Account basis. 31 169 9alf Bridge to 2,,t. e7 L05 -25- ♦ 9 • • Section 2-09.5 of the standard specifications is hereby deleted and the following substituted therefor: Payment will be made for such of the following bid items as are lrcluded In • the proposal and nnvment will be made under: 1. 'Structure Excavation, Class A," per cubic yard. 2. "Structure Excavation, Class B," per cubic yard. • 3. ' Shoring and Cribs or Extra Excavation, Class A,' lump sum. h. "Shoring and Cribs or Extra Excavation, Class P." at fixed price per square foot. 5. ' ;ravel Backflll (Kind)," per cubic yard. Payment will be made at the unit contract price per cubic yard for "Structure Excavation, Class A or Class B" as the case may be, which price shall be full compznsation for all work specified herein, and for all necessary labor, mate- rials. tools, pumping and equipment. • Payment for structure excavation carried below the elevations s'. vn on the contract clans, by order of the Engineer, will also be made at the unit con- tract price per cubic ,yard for structure excavation. 7o payment will be made for any material removed from below the elevations shown on the plans, or established by the Engineer, for the bottoms of the excavations. Any such material excavated below tho established elevations shall be replaced by the Contractor at his own ex] nee. Replacement shall be made with concrete or other material acceptable to the Engineer. SR 169 Half Bridge to J,t. SP 405 } I Heseur�ent • The fourth from the last paragraph under section 2-09.4 of the standard specifica- tions Is hereby deleted and the following substituted therefor: No Specific unit measurement will be made of the work for the lump sum item of Shoring and Cribs or Extra Excavation Class A. Shoring and Cribs or Extra £xcavation Class B wi._1 be measured by the square foot as follwa Where the trench is excavated to a depth of 4 feet or more. and shoring ano cribs are constructed or the earth faces are excavated to a slope of 3/4 to l or flatter, the araa for payment will be measured on each side of the trench or excavation where such work is performed. Measurement will be made from the existing ground line at the outer limit defined M for payment for structure excavation to the bottom cf the excavation and for the length of the work actually performed. The bottom eleva- tion for measurement shall be the bottom of the excavation as shown on the plans or as Otherwise established by the Engineer. r SA 169 Ae1t k4d" to act. 3P 405 _p} "� t w Construrtion ' enoirements, Structure Excavation Class E The last raragraph of section 2-09.3(4) of the standard specifications is hereby oe,etsd and the following substituted therefor: All trench and other excavations vhi-_r reouire that worken enter the exem- vated area and which have a depth of 4 feet or more shall be shored and cribbed wless the earth. face is excavated st its angle of repose. The State . as estimated, fr-,.n a, aiI able infomat icn, the excavation areas which mppear to fall under these regvlrements and has entered this information on the . plant. However. it is recognized that this is an estimate only and the Con- tractor shall perform the necessary work bmsed on the r,,nditions encountered during actual construction. The Contractor shall be solely remponsihle for the saxety of the workmen and the State assumes no resronatM?Sty other than to p4' the Contractor for shoring and cribs or extra excevation as specified hereinafter. The contractor ^hall su' it 6 seta of dravings shovinF' his prnpnsed method of constructing sh-.irinc and cribs. nucn drawings shall be approved by the Fngineer before construction begins, but such approval shall not relieve the Contractor of responsibility for satisfactory results. The Contractor's plan shall be designed by or under the direction of a licensed professionml Engi- neer and bear his signature and sea:. ppon completion of the work, all shoring, and cribs used in making the excava- tion sha1.1 be removed unless otherwise indicated on the plane or directed by the Engineer. r SA 10 Half Bridge to Jct. SB 405 -22- + 4 SMcavation in (pen .'its The first paragraph of section 2-09.3(3)b is hereby deleted and the foliovins substituted therefor: When footings can ac placed in the dry without the nee of cofferdams and when vofferdams are not necessary for the pruserration of conditions affecting the safety of the completed structure or the safety of workmen as prescribed by law, the Engineer my permit the excavation of open pits without shoring, cofferdams or cribs. Such pits shall be constructed with side slopes suffi- ciently flat to prevent sliding or caving in compliance with safety require- ments. The Contractor shall assume full responsibility for the prevention of slides in or adjacent to any such excavation, and in the event of any such slide, the Contractor shall remove, at his own e;.pense, the additional material brought down ':y the slide. • N. 1bq Half Bridge to Jet. SR 405 SECTION 2-09 STRUCTURE e:XCAVATIOA (duly 30, 1973) Description - :"hc third paragraph of sect inn 2-09.1 is hereby deleted in its entirety. Classification of Structure F.xcavatien - Section �-09.1(2) of the standard specifications is hereby deleted and the follnwtnR substituted therefor: Classification of Structure Excavation and Shoring and Cribs or '.•xtra Excavation - S 1• Structure Pxcavat'on necessary for the construction of bridge and retaining wall Footings and seals, shall be classified as structure Excavation, Class A and any shoring and cribs or extra excavation required with these items shall be classified as Fborinf and Cribs or Extra Fxcaystion Class A. 2. All other structure excavation snsll be classified as structure Fxca- withotheseClass itemsand s}.a be'shoring classifiedcribs shoring>extra andexcavation or rExtrared Excavation Class B. q Y SR 169 Ralf Brills to .ict. sR 405 SE(MON 9-05, DRAINAGE STRUCTURES, CULVERTS AND CONDUITS (July 20, 19T2) Steel Sever Pipe - The first paragraph of section 9-6;.10 of the standard specifications Is hereby deleted and the following substituted therefor: Steel sever pipe chall conform to 'he requirements of section 9-05.4 for rteel culvert pipe except that the followinq Stems shall pertain: 1. Protective coating shall be Treatment 5. 2. Steel sever pipe hall be constructed of either helically corrugated lock seam or helically corrugated continuous -+elded steel pipe. Coupling Bands - The first subparagraph of section 5,. .10(1) of the standard specifications is hereby supplemented by the following,: Coupling bands shall he made by the same manufacturer of t).e steel sever pipe selected for installation. The third sublaragraph of section 9-05.10C ) of the standard specifications is hereby aeleted. Aluminum Sewtr Pipe - The first paragraph of section 9-05.11 of the standard specifications is hereby deleted and the following, substituted therefor: Aluminum sever pipe shall conform to the requirements of section 9-05.5 for r-luminum culvert pipe except that the following items shall pertain: 1. Protective coating shall be Treatment 5. 2. Aluminum sewer pipe shall be constructed of helically corrugated lock seam aluminum pipe. Coupling Hands - Section 9-05.11(1) of the standard epxciflcationa is hereby supplemented *v the following: Coupling bands shall be made by the same manufacturer of the aluminum sever pipe selscted for installation. sR 169 Half Bridge to Jet. SH 405 _45_ S GHCTION 9-0. AGGREGATES (January 10, 1973) • 9-03.90) Crushed Surracina - Section 9-03.9(3) of the standard specifications shall be amended as follows: The percent passing the U.S. No. 40 sieve for cruebed surfacing top course and keystone shall be revised to be 8 to 24 percent. • Y SECTION 9-04, JOINT MATERIAL^, (February 14, 1973) action 9-04.1(2) of the standard specifications shall br s, pplemented by the fcllovinc: In structures the premolded Joint filler shall be fasten en to one aide of the ,Joint with galvanized vire nails at a maximum of 6-inch centers over entire 0 Joint area with 1 112 inch edge dista-rce. The nails shah be a minimum of 1 112 inches longer ?han the thickness of the filler. Y � • SR 16c Half Bridge to Jet. 3R )105 -44- • 4 0 ib CANULTPOWER DISTRIBUTION DATA Q Meridian Note: Fcr wattages of 119ht sources other than those t 50 Vertical tabulated, proportionate candlepower allowances are to be made on the basis of the difference 70 In lamp lumen output as compared to listed vo lamas with the sam• focal center. PIC 60 r ` Vertical Angie 'Merldian_�- 0° 20° 40° 60e I 700 75' 00 9. 1 1 279.2 642.6 1220.2 I 1476.5 1120.7 t0° 286.9 661 .7 1308.2 1644.8 28! .4 3C° Type H 256.3 f 711 .5 1587.4 218C.3 1614.2 500 100 Watt 160.7 516.4 I 745.9 416.9 378.7 700 68.9 156.8 114.8 65.0 57.4 90• 38.3 38.3 33.3 38.3 30.6 00 68.9 719. 41 1774.8 2937.6 3270.4 3182.4 100 665.6 1736.6 3114. 1 3373.7 3308.6 300 Type H 558.5 1637. 1 2834.3 2964. 1 I 2822.9 50° 175 Watt I 374.9 I 979.2 1116.9 921 .8 822.4 700 165.0 3157.95 223.0 177. 1 157.7 g0• 65.0 4>.9 23.0 7.7 7.7 00 68.9 :.36.6 937. 1 1790. 1 1771 .0 1583.6 foe 29C 5 921 8 2015.8 2256 .8 2119. 1 30° Type G 271 .6 745.9 1256.4 1331 . , 1258.4 50° 100 Watt 221 .9 619.7 612.0 508.7 455.2 700 126.2 260.1 248.5 218.0 218.0 90• I 72.7 68.9 �72.7 60.3 80.3 0° 191 .3 734.4 1977.5 3079. 1 3201 .5 3178..5 1U° 765.0 1958.4 3075.3 3182.4 3159.5 ii0• Type G 657.9 1430.6 1939.3 1939.3 1870.4 • 175 watt 501 . 1 971 .6 975.4 780.3 I 677.0 700 302.2 474., 432.2 382.5 363,4 90° 172. 1 153.0 156.8 160.7 153.0 sn 169 ea:f Bridge to Jot. SA 405 -43- • • An isolation switch shall be provided in the line side conductors in close proximity _ to the ballasts to de-energize all ballasts and luminaires for maintenance purposes. "he switch shall be single pole, single throe or double pole, single throw ae neces- • eary to open all conductors to the ballasts other than neutral conductors. The switch shall be contained in an appropriate exterior weathertight switch enclosure capable of being locked ir. ither the open or close position. No loch, shall be pro- vided. ronductera between ballasts and luminaires shall be -ode sized, chemically cross • linked polyethylene, Type USE. The last six inches of the electrical conductors in the sign lighting luminaires shall be encased in glass sheathe. All candlepover data is on the basis of a new center rated lamp used for test measurements (not supplied by this contract) and all light readings shall be with- in +10% of the value" listed heretofore. • dated below are candlepower tatulations for Type G and. H slgn lighting luminaires. -he luminaire is presumed to be level as recommended by the manufacturer. All _ light patterns are based on readings taken from the aide of the liuninaire opposit the Temp socket. The polished (Alzak or equal) C.uminum reflector provided for th< Type H luminaire(s) shall be formed to redirect light and eliminate side and end • , ^ glare. ,r .yam. • • SF 169 Half Bridge to .Jet. SR 405 -42- • SNCTION 6-21., YEHHANE= SIGNING (July 10, 1973) Subsection 8-21.3(9)C, Sign Lighting aaminsires, is a new section to be added to the standard specifications and considered a part thereof. 8-21.3(9)C, Sign Lighting Luminaires - Sign lighting luminaires shall produce a photometric pattern as described herein- after. The luminaire shall consist of a prismatic_ refractor contained in a cost al•minum housing. The housing, shall also a❑case a polished (Alzak or equal) al.:minum reflector. The light source shall be of the wattage noted on the plans e en4 shall be a deluxe phosphor coated mercury vapor lamp. Electrical supply to the sign lighting luminsire shall be from an isolated winding rev:rating ballast contained in An approved weathertight fused housing. ?`using shall be on the line aide connection. All electrical legs other then neutral Phall be fused. Fuses Shall be contained in a ITC-L fuse holder and the fuses shall be * accessible from the outside of the ballast enclosure cabinet. The primary voltage of the isolated winding regulating ballast stall br 120, 206, 24o, 277 or 480 volts as indicated on the plans. Regulation of electrical power to the lamp shall produce a ^2f lerp wattage regulation through ^ line side voltage supply from +11% through -13% primary voltage. The sign lighting; luminaire housing shall be supported by a 1-1/4 inch conduit securely fastened to the back face of the sign support framework and extending in front of the sign to locate the center of light 5 ft. 0 tn. in front and 1 ft. below the sign face. The 1-1./4 inch conduit shall enter the sign luminaire through a slip fitter with sufficient adjustment to provide for leveling, of the luminaire (nominally +5%)• Alternately, the sign luminaire, if not equipped with a slip fitter as heretofore described, may be sapported on sign luminaire support brackets as detailed in the plans. In this case, the sign luminsire shall be served by 3/4 inch rigid conduit. Ballasts shall be loca',ed in a neat array above the shoulder of the roadway, if on an overhead sign bridge or immediately behind the bottom edge of the sign if shoulder scanted. If the sign .structure is served by a catwalk, the ballasts shall be readily accessible from the catwalk. SR 169 Half Bridge to Jet. SR 405 -41- 1 ti If Service - • Section 8-110.3(10) of the standard specifications is hereby supplemented to include _ the following: All electrical conductor. w'thin service enclosures shall be copper. F.lectriral • conductors as used herein is inclusive of bus bars, single conductor cables, con- ductors. terminal lugs, grounding buses, etc. : except, that conduetors insiAe PI service enclosures steal: be aluminum in servina exclus!veiy an aerial distribu- tion system which, in itself, is totally aluminum. Those servir-a which supply both aluminum aerial distribution feeders and other circuits shall. employ copper • buses, lugs, terminals. ground bars, etc. For those services serving both aerial aluminun distribution feeders and other circuits, the aluminum to copper or copper to aluminum union shall be located external to the service enclosure. Field Test - • The first sentence of section 8-20.3(il) of the standard specifications shall be deleted and the following substituted therefor: Prior to completion of the work, the Contractor shall cause the following tests to be made on all electrical circuits whose nominal operating voltage to between • 115 volts and 000 volts other than direct burial installatior,s. The tests shp. be hale in the presence of the Engineer. For those circuits below 115 volts nominal m+d all direct burial circuits, the continuity tests, ground test and functional test shall be performed. The McAgar test confirming insulation resistance of not less than two megohms to ground shall ba renuired. • • SR 169 Half Bridge to Jet. SR 405 ' -40- SECTION 8-20, ILLUMINATION, SIGNAL SYSTEMS, ELECTRICAL (May 7, 1973) Conduit - * The fifth sentence of the fourth paragraph of sectijn 8-20.3(5) of the standard speci- fications shall. be deleted and the fbllowlno substituted therefor: Immediately before Joining the threads of all conduits and fittings, they shall be well painted with a thread lubricating compound consisting of colloidal copper suspended in a petroleum vehicle. r Miring - Section B-20.3(8) of the s*andard specifications is hereby supplemcnced to include the following: Without ercept'on, when conductors either cable or single are beinF installed, care shall be exercised to no: exceed tension limitations recommended by manu- factures, =d as stated in these special provisions. Conductors m,,y be pulled directly by hand. However, if conductors are pulled by any mechanical s!sans, a dynamometer with drop-needle hand shall be used on every mechanical pull. On mechanical pulls, insulation shall either be stripped off the Individual conductors, conductors formed into a pulling eye and be firmly taped before pulling; or, a cable grip shall be used. The pulling force applied directly to the conductor; i.e. , when pulling eyes are used or when the conductor is formed into a loop, shall be limited to 0.008 pound per circular Mil area of copper conductor. 'When a cable Trip Is applied aver conmetallic sheathed cables, the maximum pulling force ehe11 be limited to 1,000 pounds; provided, this is not in excess of Lhe force as calculated above. To limit the sidevel: pressure at bends in duct and conduit runs, the pulling force In pounds shall not exceed 100 times the radius of the bend in feet. Adequate lubrication of the proper type to reduce friction in conduit and duct pulls shall be utilized as necessary. The grease and oil-type lubricants used on lead sheathed cables shall not be used on non-metallic sheathed cables. OR 169 Half Fridge •: Jet. bR 405 -39- .i..m.AwlA.v,1�q�SR-+.slaw,lA#1�1�..R1.R •'s- ShCT?ON 8-16, (,'OeNT CONCRETE, -IDFYALKS (March 16, 1973) Materials - 'ene last paragraph of section h-14.2 of the standard specifications shall he revised to read as follows' I'he concrete in the sidewalks shall confom to the reeuirements for concrete class B as set forth in section 6-02 and - , addition thereto shall be air entrained concrete conforming to the renu.rements of section 64)2.3(2)A. 8-18, CONSTRUCTION IDENTIFICPTION SIGNS (August 16, 1973) • SF('T;ON 8-19, CONTRACTOR'^ PPOJECT SIGN (August 16. 1973) Section 8-16 Constrnetion Identification Signs. and Section 8-19, Contractor's Project Sian, shall 1 , deleted in their entirety. ;P 169 Half BridpW to Jct. vP L , 5ECTI011 8-11 , GUARD RAIL (September 20, 1973) Srection of Posts - The second paragraph of section B-11.3(1)A of the standard specifications Is here.hy >f revised to road as follows: Steel posts may either be driven or planed in due or drilled holes unlres driving, of posts is prohibited in the special provisions. Cape approved by the r"ineer shall he used to protect- the end ..' the posts and the galvanizing during driving. Wood posts shall eeneral.ly be placed in dug or drilled holes and rasmIng or driving will be permitted only if approved by the Engineer and if no damage to the shoulders and adjacent slopes results therefrom. Driving of posts in or immediately adjacent to asphalt concrete pavdd areas will not be permitted. Anchor Installation - Section B-11.3(1)D of the standard specifications is hereby emended by the following: r The second paragraph is hereby supplec.ented by the following: The anchor cable shall be tightened sufficiently to eliminate all slack.. The fourth paragraph la hereby deleted and the following su`etituted therefor: Type 2 concrete anchors may either be precast or cart-in-place at the option of the Contractor. Measarament - The third paragraph of section 8-11.4 of the standard specifications is hereby revised to read as follows: Measurement of 10 inch x 10 Inch treated timber posts shall be per each for the post, including block and hardware or alternate N6 15.5 steel post and block and nardvnre for attachment to the guardrail. Payment - The fiftn paragraph of section 8-i1.5 of the standard afecifications is hereby revised to read as follows: The unit contract prt�C *per each for the 10 inch x 30 inch treated timber posts .hall be elill compensation for furnishing all labor, tools, equipment, materials and for all other zosts and expenses necessary to completely Install and attach the 10 inch x 10 inch treated timber post or V6 s 15.5 alternate steel post. Also included shall be restoration or replacement of shoulder median surfacing and pavement damaged by the installation operations. i "Y sB 169 Ralf Brides to Jet. SR 405 -;T- 1. to • e CTION 6-09, LANE' MARKERS (April 18, 1972) The second paragraph of section 8-09.5 of the Standard specifications is hereby deleted and the following, is substituted therefor: The unit contract prices for "Lane Markers, Type No. I." and "Lane Markers, Type No. 2," shall oe full compensation for all labor, material and enuip- ment necessary for or incidental to furnishing and installing the markers In accordance with these specifications including all cost and expense involved with traffic control. No further compensation will be allowed r r s SR 101 Half Rridre to Jet. SR 405 -36- w a 4 SECTIol b-u5, PILING (Febr:ery 5. 1973) The fifth and ■ixtn pararrnphs under section 6-05.3(1)D, Test Piles of tFa standard specifications shall be revised as follovb When steel piles or cast-in-place piles are used for test piles, they shall be driven in place of permanent piles. The number of steel piles called for an the plans have been reduced by the number of test piles this driven in place of permanent steel piles. The number of concrete piles called for on the plans shall be reduced by the number of test piles thus driven in place of permanent cast•in- 9 place concrete piles. They shall be driven to a minimum load bearing capacity of fifteen (15) tons more than the minimum load bearing capacity specified for the permanent piles. Tinber piles or precast concrete piles when used as test piles, shall not ba used in place of permanent piles and shall be driven outside of the footing. Test piles shall be cut off one foot belov the finished ground line. SECTION 7­05, NWHOUS, GPATT? INLET; AND CATCH BASINS (May 5. 1972) Description - Sectiou 7-05.1 of th, standard specifications is hereby supplemented to provide that grate outlets shall be constricted in accordance with the provisions of section 7-05 of the standard specifications. Materials - Section 7-05.2 of the standard specifications is hereby supplemented to provide that grate outlets shall meet the requirements of section 9-05.13 of the standard speci- fications. Payment - Item no. 5 of section 7-05.5 of the standard specifications :n revised Go read as foll.va and Stem not. 8, 9 and 10, new items, are hereby added: 5. "Grate 1- Type 1 or 2" per each. B. "Grate Inle� Type 3" per each. 9. "Grate Inlet Type L" per each. 10. "Grate Outlet" per each. SR 169 Half Bridge to Jct. -35- • %'ace Lumber, Studs, Wales and Metal Forms The first paragraph of section 6-02.3(17)F of the standard epecificatiors in hereby deleted and the .following is substituted therefor: In general, the forms used for all concrete surfaces shall be fared vi .h ply- • wood specifically manufactured for concrete form applications. It sha.' be an exterior type plywood, free from splits arc knotholes. P'. °.".wood used t0 form exposed surfaces shall be sanded smooth. •.hen, in the opinion of the Engineer, the forms will not produce a satisfactory surface, the forms shall r . net be reused. The grade and class of plywood shall be stamped on each full •• : sheet and shall to specified on the farming plan submitted by the Contractor ,.1a for approval. The face grain of the plywood shall always run perpendicular to the studs or ,Joists. All ,Joints in surfaces of forma used on exposed sur- faces shall '>e horizontal or vertical. Protection of Materials - 'iibe second paragraph in section 6--02.3(24)B a- the standard specifications shall be suprlemented with the following: The protective coat of paint shall be removed ,Just prior to final encesinr of reinforcing steel in concrete as directed by the Engineer. Placing L,, :.ng Section t C of the 3tnnaard specifications shall be suprlemented by the following; If hund'_ed reinforcing bars are called for on the clans, the bars shall be securely tied together with wire ties at not more than 6-fcot centers. The reinforcing steel in the top and bottom mats in roadway slabs shall be adequately supported to hold the met of steel in its proper position. If the _ lower layer of steel in the -At consists of number 4 bars, it Snell be blocked nt three foo' maximum on cer!i.ers and if the lower layer of steel :n the mat consists of number 5 bars or larger, it shall be blocked at four feet maximum on centers. Additional supports and tie wires shall be added to the tot, mat as necesaary to provide a rir,id mat. OR l69 Half Bridge to Jet. OR 405 -14 • '� 5 Placing Concrete in Hot Weather - Section 0-02.3(U,D, Placing Concrete in Hot Weathc is a new section to be added to the standard specifications and -onsidered a part thereof: Concrete aced in bridge decks must meet the following placed q requirements: Tne temperature of the concrete equipment and 1n"edlents shall be main- tained at such a level that the temperature of the concrete at the time it is placed in the deck shall not exceed 850P. 9 Water reduc_ng admixtures should be used so the maximum amount of water or slump shall not be exceeded. The mixing of the concrete and the time between mixing and placing should be kept to a minimum. Mixer trucks shall not be exposed to the sun while waiting to be unloaded- Chutes, conveyors and pump lines shall be shaded. To keep the forms and rein- forcing steel cool prior to placing the concrete, the top layer of rein- forcing steel shawl be completely covered with clean, vet burlap and the forms and reinforcing steel shall be sprinkled with c-i1 water immed'ately prior to placing the concrete as ordered by the Fngineer. The concrete desk must, be finished without delays. Equipment for applvins a water fog spray shall be available in case it is needed to prevent plastic cracks before finishing the concrete. When the combinatt m of air temperature, humidity, temperature of the surface of the concrete and the wind velocity produces an evaporation rate of 0.2 or more pounds per hour per square foot of surface as deter- mined by the Engineer, the Contractor shall provide a windbreaker enclo- sure to protect the concrete from windll blowing over the surface of the concrete until the curing compound is applied. Curing Concrete - The fourth paragraph cf section 6-02.3(i1) of the standard specifications is hereby deleted and the following substituted therefor: White pigmented type curing compoitld shall be useG; except when bonding ether materials to the concrete surface is required, the clear type curing material shall be used. The white pigmented type curing compound shall be thoroughly agitated immediately before and during application. Coostr.-ction Joints - The second paragraph of section 6-02.3(12) of the standard specifications shall be supplemented by the following: Shear keys shall be fni-med and the forms for the shear keys shall- not be rd�oved - 4 until the -oncrete has beer. in place a minimum of ?4 hours. i SR 169 Half Bridge to Jit. SR 4C5 i I I A I d the Contractor elect to perform the designated work with his ovm forces , Ile provide the Stare written justification, prior to award of contract, for not -1 ' otracting such work and he shall review the project requ! rements to determine potential items of work of this project for subcontracting to minority con- brs commensurate with those specified herelnbefore. The election of this option e Contractor shall be deemed in compliance with these special provisions . I the Contractor elect not to subcontract the auovd designated items of work t award of contract and it later becomes necessary for him to supplement his )roes and equipment by direct hire to accompi ,sh this work, he shall make every iab'e effort to Employ minority contractors for said work. I to information of all bidders, a list of minority contractors who have indicated availability, will be maintained by the Office of the Atsistant Director for 'uction, Department of Highways, and is available to all bidders. . I the terms of section 1-72 of the standard specifications, the Commission at 'scretion may disqualify a '_,idder for failure to perfr,rm ai./ or all of the isibilitics outlined herein. ;TION OF UTILITIES rcation of existing utilities, as shown and noted or the plans, may not b- r ate. Any of these facilities that are in conflict with this project and are not led in the utiiity reconstruction work specified in the plans shall be removed I rlocatec by the Utility Compaby involved at no cost to the State. ' intractcr shall use care in his operations in the vicinity of the existing ! .ies, and any damage to the utilities due to the Contractor's operations shall ; faired by the Utility Companies at the Contractor's expense. I Iitional compensation shall be made by reason of any delay or ether expense to wntractor caused by the necessary removal or reconstruction of the existing ies ; however, any unavoidable delays to the Contractor resultiiq therefrom be adjusted in accordance with section 1-08.8 of the standard specifications. i l� 1 , 'ridge to Jct. SR 405 -57- i 4 k � i I I MiNORiTY SUBCONTRACTOR REQUIREMENTS When referred to In the following specifications the terms "minority" and "minority contractor" shall be construed to have the following meanings: )i he: 1. "Mi.iority" Is defined as Including Negroes, Orientals, American Indians, tract and Spanish Surnar•ked Americans. by th, r 2. '?Ilnority Contractor" is defired as a firm n which 50 percent or more of Shou 1, ownership is vested in minority persons, or a firm employing 50 percent before or more minority persons and has maintained such minority employment status own fi `or a period of six months preceding the submissicn of a bid for this reasok project. for ti The Contractor shall make every reasonable effort to subcontract work to minority their contractors. . e Contractor shall be -equlred to consider the work included under Consti bid Item number(s; 2 and 65, that portion being specifically described as clearing and grubbing and cement concrete curb and gutter. i Under j its d It shall then become a condition of award that the Contractor make, by direct written respor communication with, an. negotiate In good faith with minority contractors for the express purpose of subc->ntracting work under the aforementioned bid items. Such PROTE( negotiations shall include, but nol. be limited to, price quotations for any of the The 1< work included under the aforementioned hid item number(s) • The successful bidder complc shall furnish evidencv of these negotiations prior to award of contract. Copies of incl'u written reouest for, and written quotations received from, said minority contractors and re shall be s.,mitted to the State. If the quotation of the minority contractor is deemed unacceptable by the successful bidder, the successful bidder shall provide The Cc the State sufficient evidence satisfactory to the State to justify such non-acceptance. uti III The State may require at Its discretion, information of other quotations received for be re; bid item(s) requiring minority contractor solicitation as deemed necessary for Insur- Ing good faith negotiations. if the successful bidder is unable to obtain potations No adc for the aforementioned stems of work om minority contractors , he shall pr ide to the Cc the State evidence to the State's sal. 'action that such quotations have been solic- u n lit itated by direct written communication prior to award of contract. Approval to sub- shall contract any of the work included under the aforementioned bid items will nct be granted under the terms of sectioo 1-08. 1 of the standard specifications if the Con- tractor has not met the conditions and requirements of these special provisions prior to award of contract. SR 169 iR W Half Bridge to Jct. SR 405 -56- Half E i 9 s CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPOMT' An Equal Employment Opportunity Report Certificate shall ba executed by the bidder with his bid proposal on projects financed with Federal Funds and which com_ within the provisions of the equal employment opportunity regulations of the Secretary of Labor as revised May 21 1968. The form of certificate will be furnished to the Contractor with the proposal , stating as to whether he, his firm, association, co- partnership or corporation has participated in any previous contracts or subcontracts t subject to the equal opportunity clause and if so, whether or not he ha, submitted all reports due under applicable filing requirements. * t A The Equal Employment Opportunity Report Certificate will be a part cf the proposal and by signing his proposal the bidder will be deemed to have signed and agreed to the provisions of these requirements. Whenever a contractor requests permission to suSlet a part of any contract involvine Federal funds, and such subcontract comes within the provisions of the equal employ. ment opportunity regulations of the Secretary of Labor, revised May 21 , 1966, he shall obta!n this certification from his proposed subcontractor and forward it to- gether with such request. No subcontract will be approved before receipt of such certification from the subcontractor. For this purpose, certification forms may be obtained from the Project Engineer assigned to this improvement. REOUtt„) FEDERAL AID PROVISIONS* Tate Federal Aid Contract Provisions supersede any provisions of the standard speci- `ications of the Department of Highways in conflict therewith, and are hereby made a part of this contract. The Federal Aid Provisions included herein require that the Contractor insert them in each of his subcontracts , together with the wage rates which are a part thereof by reference. For this purpose, upon request to the Project Engineer, the Coe- tr --tor will orovided with extra copies of the Federal Aid Provisions and the a%i:licable wage rates. • s: SR 169 <, Half Bridge to Jct . SR 405 " -55- w N. ; WAGE RATES* In compliance with the provisions of section 1-07.9 of the star lard specifications and also in compliance with section I of Title 27, U.S. Code, a list of hourly minimum wage rates is incorporated in and made a part of these specifications. CERTIFICATION OF NONSEGREGATED FACILITIES* The Contractor is hereby advised that by signature of the bid for this project he Is deemed to have signed and agreid to the provisions of the "Certificate of Non- segregated Facilities" which is included and made a part of this bid proposal. Subcontracts and materia�s supply agreements which exceed $10,000 also require Certi- fication of Nonsegregated Facilities as set forth in the proposal for this project. Section 1-08. 1 of the standard specifications shall be supplemented to require that all requests for q permission to sublet, assign, or otherwise dispo+.e of any portion of this -.ontract shall be accompanied by evidence of this certification by subcontractors and materials suppliers ir. compliance with the provisions of .he Equal 0 PP �P P q PPortun'ty clause. TRAINEFS As provid•.:i for In section 1-07. 11 (7) of the standard specifications the m.nimum number of trainees to is trained under this contract will be 2. Sk 169 Half Bridge to Jct. SR 405 -54- ♦ t State Department of Ecology 1 . Water quality standards have been established for all surface waters of the stale. For bridge or other construction with related short-term activities such as working directly In the stream, pouring concrete, or other similar activities which temporarily reduce the water quality, the Contractor must obtain approval of his proposed method of operation from the Washington State Department of Ecology. The Contractor shall furnish copies of such perm' ts and approvals to the Engineer prior to beginning any work so affected. 2. The Contractor shall cover the river bank with light loose riprap, a minimum distance of 15 feet upstream and 15 feet down stream from each drainage outfall as shown on the plans. PERMITS AND LICENSES Section 1-07.6 of the standard specifications shall be supplemer.te ,ne following: A copy of each permit and/or license acquired by the Contractor shall be furnished the Engineer 10 working days prior to beginning the applicable work. PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES In addition to the requirements of section 1-07. 1 of the standard specifications, the Contractor shall comply with tie following environmental provisions: City of Renton: U,dlnance No. 1628 King County: Ordnance No. 1488 Puget Sound Air Pollution Regulation No. I Control Agency: Resolution No. 194 These are attached hereto and considered a part of the contract documents. r 1 SR 169 Half Bridge to Jct. SR 405 -53- • r- b C GAME, FISHERIES AND POLLUTIOP REGULATIONS In addition to the requiremen.s of section 1-07.5 of the standard specifications, the Contractor shall comply with the following restrictions: State Departments of Game and Fisheries I . The Contractor shall contact the Department of Fisheries and the Depart- ment of Game and secure such permits and approvals as may be necessary to r cover the proposed method of operations. The Contractor shall furnish copies of such permits and approvals to the Engineer prior to beginning any work so affected. i 2. Time limitation: Immediately to the terminati-n of the contract , except that any v.ork which will involve or affect the flowlag stream shall be fit_ conducted after June I and before August 15 of the contract period. 3. All storm drainage outfall structures shall be designed, constructed and d' maintained so as to prevent the entrapment of fish in the outfall . Vt 4. The stream bed at the point of storm drainage discharge shall be armored as necessary to prevent scouring. Armoring materials shall be clean and shall not extend the pre-project bed elevation. r, 5. Water quality is not to be degraded to the detriment of fish life as a result of this project. Compliance with the quality limits set forth In the Washington State Water Quality Regulations shall be maintained throughout the life of the project. 6. All cut slopes and fill slopes shall be structurally stable. 7. All cut slopes and fill slopes shall be planted immediately after final grading with brush and grasses typical of the vegetation In the general vicinity of the project. SR 169 Half Bridge to Jct. SR 405 `,"Revised November 21 , 1973 -52-Rev. 1 r r e do w 0THER COKTRACTS OR OTEFF NOOK Referring to the 2nd paragraph of section 1-05.13 of the standard specifications, it is anticipated that the following work adjacent to or within the lirits of this project will be performed by others during the life of this project: A major grading, draining, surfacing and paving project east and adjacent to + the end of this project will be under contract concurrently. Municipality of Metropolitan Seattle: This utility will construct a 12" force line to by-pass the T2" sever line, beginning, at a manhole on the right at Sta. 1505+20 continuing on the right side of the existing highway to Sta. 1513+95 than crooning under and tieing into a manhole at Sta. 1513+T5 on the a left. This by-pass will be in use for the duration of construction on the half bridge in the existing project. Puget Sound Power 6 Light: This tt111ty will be relocating its facilities by placing them in conduit within a common utility trench. Pacific Northvest Bell: This utility will be reheating its facilities in underground conduit by placing them in a common utilities trench. T V Cable: This utility will be relocating its facilities underground by w placing them in a common utilities trench. Gas Line Pelocation In the vicinity of Sta. 1516400 on the left, the gas line shall be connected to prcperty owners adjacent to and on the left of SR 169 by others. FLTiDS Federal, State and City of Renton funds are involved in the construction of this improvement. MATE SALEF TAX* The work on this contract a to be performed upon lands whose ownership obligates r the Contractor to Fay State sales tax. The provision, of section 1-07.2(1) of the standard specifications apply. • • s11 169 Malt Bridge to Jet. SR 405 -51- r, r SPECIAL PROVISIONS Special provisions hereinafter contained supersede any conflicting provisions of the ` standard specifications, and the foregoing amendments to the standard specifications and are hereby made a part of this contract. a, DATE OF OPENING BIDS• Sealed bids will oe received at one of the following locations before the specified time: 4 It 1. At the Department of Highways Post Office Box, Olympia, Washington, until 9:00 A.M. of the bid opening date. Notification by tte Post Office in the Department of Highway, Pest Office Box of the receipt of the bid will be considered as actual receipt of the bid by the Department of lliGhways. i 2. At the o`fice of the Direc.or of Rigeways, Olympia, Washington, until � r 10 00 A.M. of the bid opening date. Bids delivered in person will be received only at the Department of Highways Reception Desk located on the first floor of the Hignway Administration Building. The hid opening date for this project shall ce W'EONESOAY JAN 23 M4 The bids will be publicly opened and read after 10:00 A.M. on this date. DESCRIPTION OF WORK The contemplated work to be performed under this contract consists of the improvement of 0.712 mile of SR 169, MP 24.45 to MP 25.18, Half Bridge to Jet. SR 4C5, located in City of Renton, King County, by clearing and grubbing, gradina, draining, surfacing, paving with asphalt concrete pavement, constructing a concrete retaining wall, con- -.crete L-vall, rock fascia wall, rock buttress wall, cement ^onerete curt, and cutter, cement concrete sidewalk, utility adjustment, beam guard rail, erosion control , illumination, and other work, all in accordance with a attached plans, these special provisions and the standard specifications. 7ae7 9 r I' r I sR 169 Half Bridge to Jet. SR 405 '�Aevised November ?1 , 1973 -50-Rev. f t ;- i , ' ,� i , .;. 4 � / � r . ` /� � ./ ' µ � ... �� i y Types "B, C, D and E" service cabinets shall be fabricated from the same base metal employed in the conduit systems. Steel cabinets shall be fabricated from 12 gauge sheet steel. Aluminw cabinets shall be fabricated from 0.080" 6061-TC aluminum. Types "B and C" steel cabinets shall be hot dipped galvanized finish per M: M A-386. Types "D and E" cabinets shall conform to the requirements of section 9-29.24 of the standard specifications. rt Where aluminum cabinets are otherwise allowed, riveted type construction develop- ing raintlght :abrication will be permitted in lieu of welding. - r 9-29.26 Electrical Circuit Breakers and Contactors - Sectlon 9-29.26, Electrical Circuit Breakers and Contactors, is a new section to be added to the standard specifications and considered a part thereof. Lighting contactors shall be rated 240 volts maximum, line to line or 277 volt maximum, line to neutral voltage for tungsten and ballasted lamp loads or. 120/240/277 volt circuits, whichever is applicable, or they shall be rated 480 volt maximum line to line voltage for higher than 277 volt circuited t ngsten or ballasted lamp loads. Circuit breakers shall be 240 or 277 volt maximum rated for 120/240/2T7 volt circuits, whichever is applicable, and shall have an interrupting capacity (R.M.S. - symmetrical) of not less than 10,000 amperes. They shall have not less than 480 volt rated for circuits above 277 volts and shall have an interrupting capacity (R.M.S. - symmetrical) of not lees than 14,000 amperes. BR 169 H ,lf Bridge to Jet. SR 405 -49- 1 • �• SECTION 9-28. SIGNING MAT?.RIALS AND FABRICATION (July 10, 197') • Section 9-28.1T, .Sign Lightino, of the standard specifications shall be deleted in Its entirety. !;ECTION 9-29, ILLUMINATION, SIGNALS, ELECTRICAL. (Feb. 14, 19'1) Conductors, Cable - • 'Me last paragraph of subparagraph (1) of section 9-29.3 of the standard suecifi- cations shall be deleted in its entirety and the following substituted therefor: The use of aluminum conductors as an option to copper conductors will not be allowed except as amender by section 8-20.3(10) Service. Aluminu[ti ecnductors will be installed only w.iere detailed and identified on the plans for aerial • construction. When an aluminum aerial feeder distribution system is being served from a service cabinet employing copper busina, etc. , the copper to aluminum or aluminum to copper compression sleeve shall be located immediately a<*-ent to the risor bringing, the Ewer from the service cabinet to the aerial feeder. • Service Cabinets - Section 9-29<24 of the standard specifications is hereby supplemented to include the following paragraphs: - Type "A" service enclosures shall be fabricated from the same haze metal as employed in the conduit system. If aluminum, they s`zll he 'abricaced from • G.08J" 6061-1b aluminum. If steel, they shall be fabricated from lf, gauge valvanized (electro or hot ripped) steel. Electra galvanized enclosures shall have a factory applied gray enamel finish. • i A SR 169 Half Bridge to Jct. SR 405 -48- • SF.CTICN 9-28. SIGNING MATEPIALS AND FABNIC.ITION Timber Sign Posts - Section 9-28.14(2) of the standard specifications is hereby deleted and the following substituted therefor: Timber Sign Posts and Mile Posts - At the Contractor's option, timber sign posts and mile posts shall be untreated Y Western Cedar. treated Douglas Fir or treated Hero-Fir. Western Cedar posts shall e meet the grades specified in section 9-09.2 of the standard specifications for sign posts. Douglas Fir posts shall meet the following grades: 4" x 4" Structural Light Framing, No. 2 Grade Para. 124c WCLB Para. 42.12 WWPA s 4" x 6" Structural Joists and Planks, No. 2 Grade Para. 123c WCLB Para. 62.12 WWPA 6" x 6" Posts and Timbers, No. 1. Grade Para 1.51b WCLB Para. 80.11 WWPA hem-Fir posts shall meet the following grades: 4" x L" Structural Light Framing, Sole.:, Structural. Para, 124a WCLB Pars. 42.10 WWPA 4" x 6" Structural Joists and Planks, Select Structural Para. 123a WCLB Para. 62.10 WWPA 6" x 6' Posts and Timbers, Se',ect Structural Para. 131n WCL3 Para. 80.10 WWPA Dougiss Fir and Hem-Fir posts shall be given a pentachlorophenol treatment using light petroleum solvent in accordance with section 9-09.3(3) of the standard speci- fications. Painting and surfacing of timber s!gn posts and mile posts will not be required and other sections of the standard specifications requiring painting are hereby deleted. sN 169 Half Bridge to Jet. `, 405 f • SECTION 9-i6, MRCS AND GUARD RAIL (September 20, 1913) • Posts and Blocks - Section 9-16.3(2) of the standard specifications is hereby deleted and the following substituted therefor: Poets and blocks may 'oe of creosote treated timber, pentachlorophenol treated timber or galvanized steel provided that only one type stall be furnished for • any one pro,)ect. Posts and blocks shall be of the size and length shown on the plans and neet the requirements of these rpecifications. I Timber posts and blocks shall conform to the grade specified in section 9-09.2 and shall be shared as specified on the plans before being treated. Posts and blocks s::^'1 be pressure treated by the empty cell process to provide a minimum • retention of 8 pounds of creosote oil or C;.4 pounds of nentachlorophenol per cubic foot of timber in accordance with section 9-09.3. Steel posts, blocks and base plates, where used, shall conform to f.ETM Designs- tion A36 and shell be, galvanized in accordance with A.STM Designation A123. Welding shell conform to section 9-06.54 of the standard specifications. All • fabrication shall be completed prior to galvanizing. Anchors - Secaoc 9-16.3(5) of the standard specifications to hereby emended by the following: The first sentence of the fifth paragraph is hereby deleted and the following • substituted therefor: The anchor plate assembly and eye bolt shall develop a minirlim tensile strength of 40,000 )Ounds. The first sentence of the eighth paragraph is hereby deleted and the following • substituted therefor: Swaged cable fittings shall develop 100 percent of the specified breaking strength of the cable. The tenth, eleventh and twelfth paragraphs are hereby deleted and the follaving • substituted therefor: Welded wire fabric shall conform to A^TM Designation A185. Not less than the top 14 inches of the W8 x 17 for the type no. 2 anchor shall be hot-dip galvanized in accordance with section 9-V. 1(3). • '" SR 169 Half Bridge to Jet. SR 405 -46- • 1 ♦ e M T-e nc h Section 2-09 of tht standard specifications is amended to include the following: 1. No payment will be made for gravel backfili for foundations class 8 except where required by the Engineer to replace unstable foundation M material and no payment will be made for gravel backfill for pipe IhddIng. 2 , Measurement of structure excavation shell be to the outside dimension „f th- ,t -i -olare pipe plus 0.50 toot to the depth as shown on the plans , or as designated by the Engineer The outside o l nsion of the pipe shall be as shown on the table of dimensi ns included elsewhere in these special provis :ons . Where rock is encountered, it shall be removed at !east 8 Inches below the grade of the bottom of the outside of the pipe and the trench backfilled w'tir suitable materials sufficiently compacted to allv:s operation of the ma..nine and to provide a smooth firm surface. 4. The Contractor may, at his option, substitute precast pipe conforning to those portions of the standard specifications applicable to the Lid item for the size of the pipe requires . In those areas where precast pipe is used, all applicable portions of section 2-09 of the standard specifications shall prevail . The type of joint between cast-in-place and prc cast pipe sha! l be as specified elsewhere in these special provisions under stoppage joints, subject to the approval of the Fngineer. The cost of the joining shall be at the Contractor's expense and no adtitionai payment shall be made. ..: 5. lrenct excavation in advance of actual pine placement shall be limited to the length of trench required, for one day of normal pipe placing operation. All costs involved in the protectioa of restoration of open trenches shall be incidental to unit contract prices for "Structure Excavation Class 8" per cubic yard and "Shoring and Cribs or Extra Excavation Class B" per square font and no further compensation will be ailowrd. SR TO Half Bridge to Jct. SR 405 *Revised Noverrher 21 , 1973 -70-- Rev. s _ .. -. _ ] . 1 ..awrd: M n{yy to The unit contract prices for 'Structure Excav ass B" per cubic yard, "Special Gravel Backf ill for Drains" per cubic yard, at, -rdrain Pipe 12 Inch Diameter" per linear foot, shall he full nxopensation for all material, labor. tools, and equipment to complet7 toe work ds stared above. There will be no other compensation. e CAST-IN-PLACE CONCRETL PIPE to order to provide for an alternate method of culvert pipe installation the C. .tractor may, at his option, use cast-in-place c- ;rete pipe in conjunction with or in lieu of standard precast concrete pipe 24" diatneter as shown on the plalte . 1 Where the Contractor elects to use cast-in-place as un alternate, the following specifications and special provision shall apply: General Cast-in-place olonnlithic connate pipe shall consist of Portland cement concrete placed In o prepared trench at the locations shown on the ploys, as specified in the standard specifications and the special provisions, and as directed by I the Engineer. The pipe snail be coos,ructed with equipment specially designed for constructing cast-in-place monolithic concrete pile. The concrete shall bo placed in one operation around the full circumference of the pipe. O , The equipment shall be acceptable to the Engineer and the Contractor shall be prepared to turnish evidence of successful operation on other work of the egciprrenL he propos to use. Equipment not suitable to produce the quality of work required `or the pipeline will not be permitted to operate or. the project. rr r w SR ifi9 Naif Bridge to Jct. Sk 405 -69- '+ S 1 sry �., . CANTILEVER "L" WALLS Three Cantilever "L" Walls shall be constructed (on the left frot,i Sta. 1539+73.70 to Ste. 1543+99.01) in conformance with the details shown on the plats . Payment of unit contract prices for "Structure Excavation Class A" per cubic yard, "Special Gravel Backf ill for Drains'' per cubic yard, "Gravel Backfill for Walls" per cubic yard, "Concrete Class B" per cubic yard, and "Steel Reinforcing Pars' per p^und shall be fe11 compensation for all labor, material , tools and equipment required to construct and backf ill the walls as specified, ;FEEL HANDRAIL The Contractor shall construct a steel hand rail or, the cantilever "L" walls as shown in the plans, or as directed by the Engineer. The handrail shall conform to the details shown on the plans . Painting shall be in strict compliance of section 9-08 of the stanoo ., specifications . The shop coat shall be Formula No. A-2-57, section 9-03 2(2) , (one coat) . The finish coat shall be Formula No. 0-4-57, black enamel , synthetic, semi-gloss, section 9-08.2(18) , (one coat) . The handrail shall be grouted in place with a 50/50 mixture of el.-Ay resin type 1 and dry fine aggregate for concrete. The temperature requirements of section 9-26.1 shall be amended to read "Between 500 and IOQo F". The lit bid price of "Steel Handrail" por linear foot shall be full compensation for ell labor, tools, material and equipment required to construct, install and faint the steel handrail . SUBGRADE DRAIN Where shown on the plans, t•s the right of Ste 1518+00, the Contractor will construct a 12 inch underdrain pipe. The backf ill to be used in the constnrction of this drain will be spe: ;al gravel backfill for drains, the specificatia.. for which will be found elsewhere in the special provisions . 5- 169 H If Bridge to Jr,t, sk 405 -68- I � 5 : Wflilt!!fll�ilr� - — w _ Payment of the unit contract price fo, "Structure Excavation Class B" per cubic yard, "Shoring and Cribs or Extra Excavation at Fixed Price" per square foot, "Concrete Class C" per cubic yard, "Crushed Surfaci,g Top Course" per ton, and "Asphalt Concrete Pavement Class a and/or E" per ton shall be full compensation for all labor, tools, materials and equipment required tc trench for ar,d backfill tha sewer pipes as herein specified, except that all costs of rcinoving the patches prior to placement of the Concrete Class C, as specified herein shall be included in the unit contract price for "Cori ,te Class C" per cubic yard. UTILITY TRENCH t The Contractor shall construct a utility trench, to 0e dimensions and at the location as shown on the plan or directed by the Engineer, The Contractor shall notify the Utility companies 15 days prior to the start of construction on the utility trench. The Contractor shall excavate the utility trench as needed, leatring it open for three (3) days giving the Utility Companies the necessary time to Install their respective conduits or lines, on the days street crossings are to be accomplished, the Contractor shall coordinate with Utility Companies closely, so as to accomplish the crossing with little disruption to the traffic, into and . t of the area. The Contractor and the Utility Compares shall at all times keep the I iblic protected by install irg and maintaining protective devices or barricades along t'w open trench. The unit contract price of "Structure Excavation Class B" per cubic yard, shall be a► full compensation for labor, tools, and equipment to complete the excavation, back- fllling and compaction of the utility trench as specified herei .. SPECIAL GRAVE WILL FOR DRAINS Where shown or t . )fans, or as directed by the Engineer, the Contractor shall )!ace special gravel backfill for drains, this material meeting the requirements for coarse concrete aggregate 05 as stated in Section 9-03.1 (3)C of the standard specifications. All t,osti of furnishing, hauling and placing this material shall he included in the unit contract price per cubic yard for "Special Gravel Backfill for Drains ." 7 sa 169 Halt Bridge to Jct. SR 405 t '4 I !!'�4M11�ItT�!l�diilFW�liBYti�tn'W�t�I1�dI1i�111ii1lrlF�i�Ik 1' •+; . ,nrldgNllJr��Z�ih�ItiAlnhalS1+i111� - ; BACKFILLING The second pa rag-aph of section 2-09.3(1)E of the standard specifications is hereby deleted and the following substituted therefor: When the Engineer deterr!nes that the excavated material does not meet these general requirements, or for any other reason is not suitable for backfilling purposes , he may require that backfill be obtaineu from a so•irce other than the excavated material . The substituted backfill material shall be "Gravel Base Class B". In the event, ane under the r following conditions, compensation for that part of the substituted backfill material placed within the limits defining structure excavation 4 shall be made at tht unit contract price per ton for "Gravel Base Class B". INSTALLATION OF SEWER PIPES ACROSS EXISTING ROADWAYS Whe-n shown on the plans, or where directed by the Engineer, sewer pipes of the size_ designated shall be installed by removing a strip of the existing asphalt covered cement concrete pavement and excavating a trench across the roadway. Following the laying of each pipe or pair of pipes , the trench shall be backfillec as specified in the standard specifications and these special provisions and modified from a point one (1) foot betty the existing pavement as follows: From said point, a temporary backfill shay be constructed with 0.75 foot of crushed surfacing top course and 0.25 foot of asphalt concrete pavement c!ass B or class E as directed by the Engineer. Before the final paving with asphalt concrete pavement, class E 3nd class 8, the Contractor shall remove the material in these patches to the depth of the existing pavement and replace It with cement concrete class C. SR 169 Half Bridge to Jct. SR 405 Revised November 21 , 1973 -66-Rev. f rua+nta�.rcrrn�^f:'linn�u'1er.aflrptwcrw•. . .i �dLt�llt't�Y7i 1 eta+ - Variable Loa�Co_n�actor W—varfabl a load compactur sh,Ill consist of four pneumatic Ired wheels it a single axial line but s_uported ca one or more axles, together with a Sox or bndy which will permit oad!ng within specif ed amounts. Each Lire shall be not less than 16 inches in width and shall support - air pressure ip to 90 pounds per square Inch. All tires shall be of equal size and diameter, wit treads satisfactory to the Engineer, and the pressure fn the s_veral , res shall not vary from each other more tf than five pounds per square nch. The wheels shall se so mounted that they will not make locking contact - at any time, and will permit free rocking and wheel oscillation so that equal bearing pressure WIT be applied to the ground at all tLmets. The wheels shall he so mounted that the total weight of the vehicle and contents will be distrib„ted equally to all wheels. The box or boxes shall be of sufficient capacity that a total weight of not less than 35 tons nor more than 50 tons can be attained in the convector. The weight of the compactor shall be as ordered by the Engineer to obtain maximum compacti; n and the compactor shall be drawn by a vehicle of suff!clent Horsepower to enable the un!t to travel through a loose layer Id Inches thick at a speed of at least 4 miles per hour. The towing vehicle and the ,r meeting the above requirements shall be considered a variable load ^.ompactor unit. Measurement Varia le Load compactor" will be measur-d to the nearest 1/2 hour of actual time the unit is used. No payment will be made for time equipment is Idle for repairs , servicing, loading or unloading ballast, increasing or decreasing r! re pressure, bad weather, wet subgrade, planking or berming over utilities , standing by to be available when next needed, or any other such reason. Payment �t1"a init contra, price per hour for "Variable Load Compactor" shall be full compensa, for Fur'n!shfng and operating the variable load compactor and perfnrmin ,e proof rolling as specified herein. • 5R 169 • Ralf Bridge to Jct. rR 4C5 -65- OT f M f 7, f, L'aliiiYllYa\\xa.YYir1�.lYY MISreiaYifMI:1WI�eYY7aMa�Y�l� 'itae�YVl.i. Aa11aHIMf:4\ylYMa\Nn\4W{aYNM4IYYYYY SOIL RESIDUAL HERBICIDE Where shown on the plans or where directed by the Engineer, the Centr.,ctor shall apply one application of an approved soil residual herbicide to prevent vegetation damage to the asphalt pavement. *he soil residual heruicide to be used shall not have a detrimental chemical reaction to the asphalt pavement or damage the pavement. Appli- cation of the herbicide shall be a uniform spray in accordance with the manufacturer's recommendations- ! The mater;al to be used n.s: he registered for use ender pavement In the State of Washin ion by the Washington State Depa-tment of Agriculture. Before use, the Con- tractor shall submit to the Engineer and obtain approval of the materiel to be used and the proposed rate of application. The following information shall be included In the request for approval of the material . Name of the material , State registration number, manufacturer, and proposed rare of application. Application of the herbicide shall be performed in accordance with section 8-02.3(6) of the standard specifications. t Soil residua: '.erbicide shall be considered incidental to othe- items of work on the k. project. No additionalcompensatiun will be made to furnish and place the herbicide SS specified. fil, PROOF ROLLING Proof rolling with a variable load compactor of existing pavements to be left in place will be required at all tines and locations specified by the Engineer. A minimum of i two coverages of the proof roller shall be required, but the actual amount will be determined by the Engineer. Scft, spongy or yieldi, 7 areas encountered during proof rolling shall be excavated and backfilled as designated by the Engineer and in accordance vtith section 2-03.3(3) of the standard specifications. The Contractor will be required to use temporary raps of ea, th, surfacing materials and/or pl,,nking across drainage or utility pipes to 3ttai a minimum o three feet of cover over top of pipe. I � SR 169 Half Bridge to Jct. sR 405 _54_ Re,,. - Revised November '_I , 1973 r' i SOURCE Of MATERIHLS No source has been provided for env materials used on this project. The Contractor shall make his own arrangements to obtain this material at his own expense, and all costs of acquiring, producing and placing this material in the finished work will be considerea incidental to the unit bid items involved. HAULING CN OTHER THAN STATE HIGHWAYS;, If the sources of materials provided by the Contractor require hauli.,g over roads other than State Highways, the Contractor shall, at his own cost and expense, make all arrangements for the use of the haul routes . Sit *,,',ROADWAY EXCAVATION INCLUDING HAUL `` .. where shown on the plans, or as directed by the Engineer, the Contractor shall remove and wa,te all organic topsoil and sod that is within two (2) feet of subgrade . All expe.ises Involved In excavating, leading, hauling and wasting the materials herein described, and all other excess excavation encountered on this project shall be included In the unit contract price per cubic yard for "Roadway Excavation Including Haul". ASPHALT ON SHOULDER SLOPES The asphalt concrete placed on the shoulde, slopes as shown on the plans between the Sidewalk and existing parking areas shall meet the requirements of section 5-04, The unit contract price per ton for 'Asphalt Concrete Pavement Class B" shall be full compensation for the furnishing of all labor, equipment, materials, and supplies required in this construction. • R w SR 169 Half Bridge to Jct. _rt 405 Revised November 21, 1973 -63-Rev. ,�i{�FIII�Le141�Y1arYYI(�JEY>�,JYLYU.L. ....YIYrSi_{S,ill. .ri:-i.ye.uWY `•�.--iLY()/JYY{4WP1W..f.is'4�Y.�Y`d1a41WrYtN�.s.,v:YWu4.'v..M.YJYi ar:vaa Pay.—nt for "Clearing .ind Grubbing" will be made on a lump sum basis in accordance with section 2-01 .5 of the standard specifications, and shall include all special requirements as herein set forth. ROADSIDE CLEANUP s In addition to the requirements of sect ;on 2-01.3(4), Description, of the standard specifications, the following work shall also be included in this item: Underground fuel tanks located left of hES Sta. 1519+00 on State owned Property shall be removed as directed by the Engineer, said tanks to become the property of the Contractor and removed from the project. REMOVAL OF STRUCTURES AND OBSTRUCTIONS Removal of structures and obstructions as set forth in section 2-02 of the standard specifications shall be considered incidental to the construction of the project and the costs thereof shall be included in other pay items of the project. t! BURNING Y Burning of materials and debris will not be allowed during the construction of this -41 project. All excess materials and debris will be removed from the project limits and taken to waste sites supplied by the Contractor. WASTE SI-rE FOR EXCESS MATERIALS AND DEBRIS- W. A waste site has not been provided by the State for the disposal of excess materials and debris. a a SR 169 dalf Bridge to Jct. SR 405 Revised November 21 , 1973 -b2-Rev. � J �so�—' .,w,... ......\SY,..,ddf,t�"J L,' -•-[aSYi,YYY' •: -.••.. L[:aJifW.viYfWl.t:'i YJYY�YiI.IJ,� � r- ORDER OF WORK The Contractor shall construct the D3 Drainage System (Structure Note 21-16) as a first order cf work to the construction of this project. Construction of the retainlny wall tc be positioned on the right from Sta. 1540,' . to Sta. 1543+27 shall not commence unr' l aiter April I , 1974. The Contractor shall limit the excavation for the wall to 25 feet aheac of act:,al construction of the wall and shall complete all phase.; of construction to the satisfaction of the Engineer before opening up the next 25 foot section. All underground atillties shall be placed within the construction limits of any wail construction prior to commencing the wall construction. PROGRESS OF WORK* In accordance with section I-08.3 of the standard specifications, the Contractor shall prepare and submit the progress schedule In the form of bar graphs eeveloped under the critical path method, P.E.R.T. , or other similar methods. The bar graph shall be supplemented by 0e arrow diagram and activity listing used to Its prepar- ation, The progress schedule shall be in sufficient detail that progress of the work can be evaluated accurately at any time during the performance of the contract. TIME FOR COMPLETION This project shall be completed In accordance with the provisions of rertion 1-08 of the standard specifications within 12) working days. `CLEARING AND 6ROBBING • Clearing and grubbing on this protect shall be per ormed over the entire length of the project in accordance with section 2.01 of the %tandard specifications and within the following lateral limits: As outlined and Indicated on th, plan sheets t. SR 169 Half Bridge to Jct. SR 405 ,Revised November 21 , 1973 -61 itev. Ar v r S r. �,..iae...��.__ —_—. . ..�.......�,...�.:-.w.: .-:. .._.......n...: - .,...�.a.........�-.a.ru..o..irr.er�w wray.maxi._� ....,.......,..u.r..r.rar�.ssr....r.sr�-. ..w.,ir. EMERGENCY TRAFFIC CONTROL* In addition to the requirements of section 1-07.23 the following provisions shall apply! f W4en required by the Engineer or before beginning work on the project , the Con- tractor shall Cesignate a supervisory employee to be In continuous responsible charge of traffic control , and shall provide the Engineer with a list of not more than six supervisory employees that may be called for emergency traffic control as needed during non-working hours. The list shall include the employees' telephone numbers and the Contractor shall have at least one of these employees available at any time. The State will furnish the Contractor with a similar list of the Engineer's employees. When the Contractor's employees are called out to provide emergency traffic pro- tection during non-working hours, payment for labor, equipment , and materials • deemed necessary by the Engineer 4ill be made In accordance with section 1-09.6 of the standard specifications. No payment, other than provided for by section 1-07.23(5) of the standard speci- fications, will be made for traffic control during the Contractor's normal working hours or such hours as actually worked. For the purpose of providing a common proposal for all bidders, and for that purpose only, the State has estimated the cost of the item of "Emergency Traffic Control" and has arbitrarily entered the amount in the bid proposal to become a part of the total bid by the Contractor. SPECIALTY ITEMS For the purpose of determining the percentage of work that may be subcontracted as specified in section 1-08. 1 of the standard specifications , the following items on this contract are designated as "Specialty Items": Nos. 80 to 83, inclusive. **RIGHTS OF WAY The State has not completed the acquisition title to the following described property: Parcel No. 10206 - From approx. ata. 1511+62+ on the Lt. to approx. eta. 1512+52+ on the 1t. Parcel No. 1021.0 - From approx. eta. 1516+27.3+ on the It. to approx. sts. 1518+30t mn the It. The Contractor shall not 7erform any work within these llwits until ordered to do so by the Engineer. Section 1-07.24 of the standard specificstions will obtain in all respects. a SR 169 Half Bridge to Jct. SR 405 **Revived December 18, 1973 .60 Re-y +f' • • 2. During non-working hours, and peak traffic hours which are between 1:00 am to 9:00 in and 3:00 pm to 6:00 pm the Contractor shall keep all existing traffic lanes clear without Interference from his operations. If peak hours designated do not conform to the actual conditions as they occur, the Contractor shall curtail his operations • i"' according to the peak traffic hours as determined by experience and as approved by the Engineer. 3. During off-peak hours the Contractor shall confine his operations to the use of only one existing lane of pavement during excavation, embankment rr,+construction, and the placing of asphalt treated base and asphalt concrete pavement for the widening of the road, ty on the project. 4. During construction, the Contractor shall erect portable barricades and signs at each and of the section under construction. These barricades and signs shall be removed nr covered by the Contractor after the day s work has been corn feted except where dangerous situations to traffic f occur, in which case the barricades and signs shall oe supplemented with flares, lanterns and/or flasher units. 5, For the protection of the trave! !ng public, the Contractor and his men f. and equipment on this project, the Contractor shall submit to the Engineer four (4) sets of plans showing signing, proposed channelization • of trarflc including the various stages, if required, and methods of traff! control for approval . Thu approval of these plans wlii be required before any work Is started on this project that wll ' require yp traffic control . One approved set of plans will be returned to the Contractor. All costs incurred for handling and protection of traffic . shall be considered incidental to the unit contract prices for the various pay items of work !nv. !ved in this projec, , except for the cost of flagging. In this Item, the State will compensate the "ontractor as provided for in section 1-0'.23 of the standard specifications. 7 r • 71 '13 • sR 169 Nalf Bridge to Jct, SR 405 If November 21 , 1973 S5 Rev. r r There is ar exist inl, 12 inch water line on the left of the existing Pavement from Sta. 1511+50 to Sta. 1550:-11. !9. This water line will remain in service until the 12 Inch water Iine, being constructed on the project and covered elsewhere in the specifications, !gas been constructed and put in service. When excavat'ng near the 42 inch Municipality of Metropolitan Seattle unitary Line (he,eaf ter referred to as METRO) , as shown on the plans, the Contractor at all times shall protect the sewer line with shoring or any other method that has been approved t by the Engineer. TEMPORARY CONSTRUCTION DETOURS To provide minimal interruption to SR 169 traffic flow in both directions any to •• facilitate the construction of the retainin7 walls and the relocation of the utilities, the Contractor shall construct asphalt treated ba.e construction detours where needed. These detours shall be constructed to the proposed grade of the t` asphalt treated base whenever possible. S Any asphalt concrete pavement, asphalt treated base, crushed surfacing top course. or hater required for constructing and maintaining construction detours shall be placed by the Contractor in the amounts requested by the Engineer. Payment for any such materials placed on the detours shall be at the unit contract price for the items of work involved. Temporary pavement striping as directed by the Engineer shall be incidental to the above Items, TRAFFIC CONTROL The several provisions of the standard specifications pertaining to maintaining and safeguarding of traffic shall be followed in all respects. In addition, the following requirements sha' 1 apply as directed by the Engineer: I . There shall be at all times reasonable ingress to and egress from all properties adjacent to this improvement. All road approaches and street connections within the limits of this project shall remain open throughout the life of this contract. All closures of driveways or streets shall be held to a minimum and opened during non-working hours. v SR 169 half Bridge to Jct. SR 405 -5 El- i CONTRACT PRQV. SR 169 - HALF BRIDGE DUCT SR 405 A A --- Loying_of pi2v—on Curves_ Long radius curves, either horizontal or vertical , may be laid with standard pipe by deflections at the joints. If the pipe is shown curved on the plain and no special fitting, are shown, the Contractor can assure that the curves can be made by deflection of the joints with standard lengths of pipe. If shorter lengths are required, the plan will indicate maximum lengths that can be used. f1 Where field conditions require deflection or curves not anticipated by the plans, the Engineer will determine the methods to be used No additional p.,yment will be made for hying pipe on carves as shown on the plans, nor for field change•, involving standard lengths of pipe deflected at toe joints . When rubber gasketed pipe is laid on a curve, the pipe shall be jointed in a straight alignment and then deflected to the curved alignment. ` Trenches shall be made wider on curves for this purpose. Cleaning and pssambl_ng Joints_ All parts of the pipe ends and coupl •ngs shall be thoroughly cleaned to remove oil, grit or otter foreign nwtter front the joint. Insert the two molded rubber joint rings in the grooves provided in the coupling. Lubricate the outside surface of the pipe ends back to the stop shoulder with a solution of vegetable soap and water or other prepared solution supplied by the manufacturer and approved by the Engineer. Align the pipe and coupling and jack the pipe hone until rings are properly seated with recommended tolerance between pipe lengths. Short Lengths and Field Cut Joints_ Short lengths of pipe snoplied by the manufacturer shall be used whenever po;sibie to provide the proper spacing of valves, tees or special fittings. SA .f Ndiif Bridge to ict J' 40, -b2- t �► r i :� • Pipe Fittings Cast iron pipe fittings 4" thru 12" shall be Class 250, ss per ASA Specifi- cation A21 .10-1964 (AuuA Cill-64). Joint for fittings shall be Mechanical Joint as per ASA Spec 4 ieation A21 .11-1964 (AVNA r111-64) . • Other materials of concrete, etc. required shall conform to State standards Pipe installation Pipe shall be installed in accordance with the manufacturer's specifications and • Instructions for installing the type of pipe used. The Contractor shall provide all tools and equipment including an, special tools designed for Installing each particular type of pipe used. All buried pipe shall be laid upon prepared foundation or bedding material so that the bottom quadrant is uniformly supported throughout its entire length. • The average depth of cover for the water main shall be 4' 0" and the trench '.-i,width shall be no greater than 36" except at valve chamber locations . All burled pipe shall be laid upon prepared foundation or bedding material so that the bottom quadrant Is uniformly supported throughout its entire length, w The average depth of cover for the wale: main shall be 4' 0" and the trench wi..th shall he no greater han 36" except at valve chamber locations. Dewater129 of Trench_ Where water is enc weltered in the trench It shall be removed during Pipe-laying operations and the trench so maintained until the ends of • the pipe are sealed and provislors are made to prevent floating of the pipe. Trench water shall not b(o allowed to enter the pipe at any time. • • • SR 169 pelf !ridge to Jct. sR 405 *"ovised Movenbar 21 , 1973 -81- Rev. Gate_V4Ive_(16_)_ The gate valves shell be of tensile strength cast iron, non-rising stem, full bronze mounted with double disc gates. All valves shall be designed for a minimum water operatirg pressure of one hundred fifty (150) pounds per square inch and shell conform to AWWA Specification C-50u-61, and any subsequent mod if is ation thereof. The gate valve shal ; be for horizontal Installation on horizontal pipe. The valve, shall be equipped with b pass valves, enclos. t bevel gearing and grease cave, tracks, rollers , scrapers, and standard scjare operating to nut which shall open by turning counter clockwise (left) . i � The bypass valve shall conform to the specifications for 3" thru 12" Gate Vaives, Fire_Hy.drants STraditional Style)_ Fire hydrants shall be Corey Type (upening with the pressure) conforming to AWWA C-502-64 with a 6" inlet and a minimum MVO of 5", two 2-1/2" hose nozzles with National Standard 7-1/2 threads pei inch and one 4" pumper nozzle with the new Seattle Pattern 6 threads per inch, 60Ov threads, O.D. thread-4,875 and root diameter-4.6263, 1-1/4" pentagon operating nut and opening by turning counter cloclovise (left) . Hydrants shall be cons rutted with mechanical joint connections unless otherwise specified in the plans or by the Engineer. Fire hydrants shall De of Traffic Type and provision shall be made .or drainage of barrel to protect unit, from freezing. FI:e hydrants shall be such length as to be suitable for installation with connections to piping In trenches 3' 6'' deep unless otherwise specified. Fire hydrants shall be IOWA or approved equal . Approval of the Engineer iw:t be obtained prior to installation. SR !69 Half Bridge to Jct . ;s 401, -80- • Ductile Iron Pipe shall be ce^ant lined and sealed in accordance with ASA Specification A21 .4-1964 (AWWA C104-64) , 4" thru 12" pipe shall be 1/16" cement lined, The pipe joints shall conform to ASA Specification A 21 . 11-1964 (AWWA • Cill-4) . Pipe joints shai ' be rubber gasketed Push-On and/or Mechanical as required. Pipe thickness class shall be as required by the plans or the Engineer, �1 Cast Iron Pipe_ Cast •Iron Pipe 4" thru 12" shall conform to ASA Spe. ;; ;cation A21 .6-1970 • (AWWA C106-70) and/or A21 .8-1970 (AWWA C108-1970) and shall be thickness Class 22 designed to ASA Specification A 21.1 method of desigr u.inq a modulus of rupture of 45,000 psi and a tensile strength of 21 ,000 psi. Th#� cast iron Pipe shall be designed for a working pressure 0 thru 300 psi for laying condition b and 5 feet of cover. • All cast iron pipe shall be cement lined and sealed in accordance with ASA Specification A21.4-1964 (AWWA C104-64), 4" thru 12" Pipe shall be 1/16" cement lined. The pipe joints shall conform to ASA Specification ,A21.11-1964 (AWWA CIII-64). Pipe joints shall be Push-On and/or Mechanical as required by the plans • or the Engineer. Ga to Valves (4" thru 12") Gate valves shall be cast iron body, non-rising stem, full bronze mounted with double disc gates. All valves shall be designed for a minimum water operating pressure of two hundred (200) pounds Per square inch and shall • conform to AWWA Specification C-500-61 and any subsequent modification thereof. Each valve shall be '0" ring type, provided with a standard square operating nut, and shall open by turning counte clockwise (left) . The valve•. shall be IOWA list, or Mueller A-2380. • • SR 169 Hair Aridgv to Act. SR 405 -79- y r e Construction Schedule Beare l.he beginning of construction. the Contractor, with the concurrence of the Engineer , shall prepare a Schedule of the work sequence in order that the water line relocation may be accomplished with a minimum of interruption of ae•vlce and the least amount of inconvenience. A The Engineer shall be notified prior to the start of actual construction. It will be the responsibility of the Contractor to secure all necessary County or City permits required to perform the herein described work. Materials materials used in this work shall conform to the following, or be approved by the Engineer and/or Utility. General All pipe sins as shown on the d-awings, and as specified herein, are in relerence to ''nominal" diameter, unless otherwise indicated. One type of pipe. as indicated hereinafter, will be considered for this project. All pipe shall be fabricated to fit the plan and profile shown on the drawings. One type of pipe shall be used throughout the entire project except as necessary to match existing piping. Where relocation of or replacement of existing piping is necessary during construction, materials used shall match the exist ng, subject to the approval of the Engineer. All pipe, valves, fittings and specials shall be for a minimum water working pressure of 150 psi , and shall conform to the requirements of the applicable sect;ons of the APWA Standard Specifications, as modified herein. Ductile Iron Pipe Ductile iron Pipe shall conform to ASA Specification A21 .51-1965 (AWWA C151-65) Grade 60-42-10. SR 169 Ualf Bridge to Jct. SR 405 -78- 1 S Construction Schedule inninq of construction, the fontrac tor, with the concurrence of R, ore ttte beg the I-nglnee,, shall prepare a schedule of the work sequence in order that the water line relocation may be accomplished with a minimum of interruption of se-vice and the least amount of inconvenience The Emi.nter shall be notified prior to the start of actual construction. It will-be the responsibility of the Contractor to secure all necessary County or City perm! ts required to perform the herein described work. j Materials ' Materials used in this work shall conform to the following, or be approved by the Engineer and/or Utility. I; it • General All pipe sizes as shown on the drawings, and as specified herein, are in reference to "nominal" diameter, unless otherwise indicated. One type of pipe. as indicated hereinafter, will be considered for this project, All pipe shall be fabricated to fit the plan and profile shown on the drawings. One type of pipe shall be used throughout the entire project except as necessary to much existing piping. Where relocation of or replacement of existing piping is necessary during cunstruction, materials used shall match the exist -nq, subject to the approval of the Engineer. All pipe, valves, fittings and specials shall be for a minimum water working pressure of 150 psi , and shall conform to the requirements of the applicable sec Lions of the APWA Standard Specifications, as modified herein, Ductile Iran-Pipe Ductile Iron Pipe shall conform to ASA Spec ificatien A21 .51-1965 (AWWA C151-65) Grade 60-42-10. sR 169 Half bridge to Jet. SR 405 -78- t 1 t w Payment Tfm unit contract prices for the followi 3 bid item9 shall be full compensation for all work, materials, labsr, tools anJ equipgent necessary to excavate for, install, test, cure and bdckfill cast-in-place curcrete sewer pipe as specified herein w The class and site of precast sewer pipe for which this is an alternate. per L,F.: "Structure Excavation Class B". per cubic yard meast✓ed as specified herein and "Test Sewer Pipe". per linear foot and "Shoring and Cribs or Extra Excavation Class B" per square foot. • The use of water reducing additive shall be considered incidental to other item, of work bid for this contract and no additional payment will be made. (Load Testing shell be dune by the Contractor at his cost) . '.DATER MAIN`. AND A9PURTENANCES General Description The work invder this portion of the project consists of furnishing and installing 4 inch diameter cast iron water pipe, 6 inch diameter cast iron water pipe, 8 inch diameter ductile iron water pipe (Class 2 and 3), 12 inch diameter ductile iron water pipe (Class 2), 16 inch diameter ductile iron water pipe (Class 3), furnishing and installing fire hydrants. temporarily removing and • resettinq lire hydrants, furnishing and installing gate valves and valve boxes, and furnishing and installing all fittings and accessories required for the crrspletion of the installations . This work is to re)x ate and repiace existing water supply systems and/or accessories of the City of Renton. All water line construction shall ccnform to the requirements of the Engineer, these special provisions, and the applicable portions of the ,tardard spec fications. • • • SR 169 lalf eridge to Jet. SR 405 -]7- * 5 Materials ` Materials for the construction of cas. ;n-place concrete sewer pipe shtll meet the following requirements C one re to Concrete for pipes 48" nominal diameter and smaller shall meet all of the requirements for Concrete Class A, as specified in section 6-02 of the .tandard specifications except that Coarse Aggregate Grading No 5, as specified in section 9-03. 1 (3)C ;hall be used and the compressive strength shall be a minimum Of 3,000 psi at the age of 28 dais. The Contractor may submit to the Engineer alternate concrete designs for approval. Air-entrained concrete may be used at the Contractor's option and at no additional cost to the State. Cement • Cement for the production of cement concrete of the classes specified herein shall meet .all requirements of section 9-01 for the type of cement used. The Co.,tractor may at his option, and at no cost to the State, use air-encrained Portland cement. Aggregates All aggregates foe cement concrete shall meet the applicable reouire- ments of section 9-'J3 ur the standard specifications. Curing Materials and Admixtures Curing materials and admixtures shall meet the requirements of the applicable portions of section 9-23 of the standard specifications . Measurement The length of cast-in-pirce concrete pipe ;hail be the number of linear feet of complete installation measured along the invert . SR 1E.9 Half Bridge to lct. SR 405 -76- l 1 The lo.td test shall be made without disturbing the lower 210 degrees of pipe, The load shall be applied to a 4 foot length of pile through a "sandbox" ie such a manner that carefully placed sand in the sandbox forms d bedding to a width Of 0. 7 the inside diameter of the pipe. The depth of the bedding above the pipe at thinnest point shall be 1/4 of the inside of the pipe. The sandbox ;nalI not be allowed to come in contact with the pipe, or sides of the trench. The sandbox shall be filled i ith sand which shall be clean and shall contain not less ttan five percent moisture and shall pass a No. 4 sieve. The up r surface of the sand shall be struck off level with a straightedge, and shall be covered with a riqid lop bearing plate, the lower surface of which is a true plane, made of heavy timbers or other rigid material capable of distributing the test load uniformly without appreciable bending. The test load shall be applied to this bearing plate by piling weights directly on the bear'nq plate or by moving heavy equipment of predetermined weight onto the bearing plate. The bearing plate shall not be allowed to touch of the sandbox. The sandbox shall be made of metal or dressed timber so heavy a� to avoid appreciable binding by the side pressure of the sand. A strip of cloth or plastic film may be a.toched to the inside of the sandbox on each side, along the lower edge, to prevent the escape of sarto between the sandbox and pipe. The totel load applied to the top of the pipe shall be at least 175 percent of the maximum earth load to • which the pipe will be subjected, plus live load based on AAj40 H-2o-44 loading with an impact factor of 1 .0. The pipe shall be considered to have failed when the 0.01 inch crack as specified in A1TM c 497 occurs . 0 In the event of a failing test, the pipe shall be retested 25 feet in both directions from the failure. This procedure shalt be repeated at 25 foot intervals until two consecutive acceptable tests in both directions are obtain-'. All that section of pipe within the limits of the furthest spaced acceptable test shall be removed in its entirety and replaced 3t 40 the Contractor's expense. No additional compensation for nbeLeads. removal of tailing pipe, or replacement with new pipe will$R 169 Meif bridge to irt. ,R 405 -75- 1 Pipe Dimensions The minimum wall thickness for the size of pipe shall conform to the following table: Internal Minimum Wall Diameter Thickness i 24-1 3, • 27" 3" 30" 31' if the pipe placing equipment continually produces pipe that does not meet the soecir ied requirements, the Contractor shall suspend operations until the equipment is adjusted or repaired to produce a pipe acceptable to the Engineer., Load TestI nri The Contractor shall make the following described load tests, of sewer pipe instailed, at such times and locations as directed by the Engineer. at a rate of one (1 ) test for each 2,000 I .f. or fraction thereof of sewer pipe installed. sk 169 Half Bridge to Jct. iP 405 A _74_ i t In addition to other testing, as referred to elsewhere in These special provisions and the standard specification,, the Engineer may, at his discretion, make thickness tests ci ' the pipe walls either by probing through the fresh cement or by small holes drilled for measurement purposes. The Contractor shall be responsible for pat.htnq all pipe, s a result of probing or drilling holes, M in a manner that will be permanent and non-leaking. Whenever a test is found deficient in wall thickness, as specified In the following table, additional tests shall be taken at intervals of 10 feet each way along the barrel of the sewer pipe until tests are obtained which meet the minimum thickness requirements. Pipe between accepte tests shall be, at the Contractor's expense. load • tested by methods acceptable to the Enyinee at intervals not exceeding 25 feet. in lieu of load testing, the Contractor may, at his option and expense, completely remove and replace the sub-standard pipe in a manner and by methods acceptable to the Engineer. The internal diameter of the pipe at any point shall not i.it less than 95 percent of the ,orrinal diameter . as Backfill BackTiil_may be placed when the concrete in the pipe has attdined 2,000 psi c nmpressive strength. when tested in accordance witf, the standard specifications and these special provisions. The material used for backfilling to a point IB inches above the top • of the pipe shall be clean earth or sand, free from gravel or stones which will not pass through a 1 inch sieve, and may be placed in one lift, The remaining portion of the backfill material shall be placed in layers not more than 6 inches in loose depth and each layer compacted to the M requirements of section 2-03.3(14)C, Method B, of the standard specifications. Walking or equipment on the pipe shall not be allowed until at least one foot of earth has been placed upon it. r r SR 161, Mali Bridge to ict. SR 405 -73- M When placement is stopped for such a period that initial set takes place, a stoppage joint shall be i'ormed. Before resuminq placement, an excavation shall be made along the sides and bottom of the joint to permit casting of a concrete collar around the outside of the joint. This collar shall have a minimum thickness of 1-112 times the wall thickness. immediately before resuming concrete placement, the surfaces to be bonded shall be cleaned of all laitance, cuatings , foreign material! and loose or defective concrete, then thoroughly - ,� wetted and coated with is layer of bonding mortar approximately 1/4 inch thick. In lieu of the bonding mortar, neat cement paste may be thoroughly scrubbed « onto the surface of the previously placed concrete. After the: removal of forms, the inside of the pipe will be Inspected and required repairs shall be made. All extraneous concrete shall be removal by chipping openings into D ,ifie concrete pipe as directed by the Engineer. The chipped openings and any i holes cut in the pipe for inspection or to facilitate removing the form. shall �� be repaired by filling with concrete or dry patching mortar. a • i, After repairs, except for form offsets, the interior surface of the pipe shall present a dense smooth surface, substantially free of fractures, cracks, rock pockets or surface roughness. Curing shall be accomplished y the application of an appeoved white pigment curing compound immediately following pi+,, placement. The white pigmented curing compound shall be applied at a rate of not more than 200 square feet per gallon. The surface shall be covered with white polyethylene sheeting. The white polyethylene sheeting shall be kept tightly in place by taoing or weighting, or other wethods as the Contractor may devise. '^ Necessary steps shall be taken to maintain the humid atmosphere within the pipe while removing forms and making repairs. To prevent air flow, which may dry the ; Ipe, and to maintain a humid atmosphere inside the pipe, all openings into the pipeline shall be kept closed or covered for 10 days, except when and where work is actually in progress on the Inside of the pipe. If necessary to promote high humidity, the pipeline shall be partially filled with ponded water during the curing period. slit 169 Half Bridge to Jct. SR 405 -71- r • s n' Trench tine and Grade Maximum departure the grade as staked by the Engineer shall be limited to 0.05 foot. In no case shall a reverse sloping invert b, allowed. Maximum departure from the alignment, as staked by the Engineer, shell be I un ited ro 0.50 font, unless otherw l se approved or dirac ted by the Frig ineer. • 6onstruct ,on RC eui repents Ali water which may have entered the trench shall be removed before constructing the pipe . All surfaces against whin, concrete is to be placed shall be frees of standing water, mud, debris and protrusions. Surfaces against which con rete is to be placed shall be thoroughly moistened with water, if necessary, so that moisture will rot be drawn from the freshly placed concrete. I.hen metal forms are used, they shall be of sufficient strength to withstand vibrating or tamping of the concrete and to permit workmen to walk on the forms without causing springing or bulging at any point. Prior to placemen,, the individual forms shall not vary more then 0.04 foot from the lower edge of • a straightedge laid parallel to the centerline of the form and shall be free of any holes larger than 0.05 foot in greatest dimension. The concrete shall be vibrated and rammed, tamped or worked with suitable equipment until the concrete has been consolidated, free of rock pockets, and closes snugly against all surfaces of forms. Tle concrete shall completely fill the corm. d • • 4 • SR 169 • Half Bridge to Jct. SR 405 +r'Revised November 21 . 1973 -11-Rev. a, 4 1 y 1 k Fire H,Jrants T he hydrant assemblies shall be measured and paid for at the applicable anit price per each, in place, complete, which shall constitute full compensation for tees, valve, valve box, spool , fire hydrant, shackling, Installation, of blocking, bracing drains, fittings, special gravel backFill for drains, fire hydrant guard posts and all other necessary accessories for a complete installation. 2" Blow-Off Assemblies $I&7o?f assanblTes Z,aII be paid for at the applicable price per each, in place complete, which shall constitute full compensation for plug or cap tapped 2", 2" gaiv. iron pipe, 2" gate valve, valve hox, 2" gaiv. 90 degree bend with 1/4" drain hole, 2" x 2 1/2" adapter (IPTX Hose) with cap and chain, meter box, and all other •acessary accessories for a complete Installatio-,. Water Line Excavation and Backfillin2. Exuvatior and oackfTlrtng for tnie construction of all water line Installations shall meet all requirements of "Structure Excavation �t Class B" as set forth li. section 2-09 of the standard specifications. . Payment for excavation and backfilling shall be included in the contract prices of the items for construction of the water line, and all appurtances. • w Romovin and Resettin ire Hydrants — ' h; - - - - - -�- - - - - - — Mhere shown on the plans, or where directed by the Engineer, existing fire hydrants shall be removed and reset and ocher work performed as specified under "CG neral Description." All fire hydrants, tees, bend, and plugs shall be adequately blocked with ocured concrete blocks cast in place and have a minimum of 1/4 square foot bearing against the fitting and 2 square feet bearing areas against undisturbed sell . Blocking shall bear against fittings only and shall be clear of joints. Fire hydrants shall he tied to the hydrant tea j with tie rods where other than all flanged fittings are used. i r i� SR 169 Half Bridge to Jct. SR 405 -93- N. 9 9I� I Final Flushing and flushed TeS Ling Fojlaving �hlo�ination, all treated water shall be thcrougf�ly from the newly laid pipe until the replacement water throughout its length shows, upon test, the absence of chlorine. In the event chlorine is normal - ly used in • source of supply, then the tests shall show a residual not in excess o chat carried in the system. After flushing, the Engineer will arrange for taking samples by the utility or by health authorities . P,epetition of Flushir� and Testing Should Iht al treatment result in an unsatisfactory bacterial test, ed the Contractor the original chlorination procedure shall be repeat e , a satisfactory test until satisfactory results are obtained. Failure to g « shal ! be considered as failure of the contractor to keep the piDO clean during construction, or to properly chlorinate the main, and no additional payment will Le made for reflushing and rechlorinating until a satisfactory E test is made. Measurement General Unit or lump sum bid prices for all items shall include a! 1 costs for labor, i equipment, material , testing, relocation and modifications to existing utilities, and all incidentals necessary to make .,re installation complete and operable Water Pipe The price per linear foot for furnishing and installing of eater pipe, site and quantity listed in the bid schedule, shall constitute full compen- sation 'or the water line, in place, including: excavation and jointing, pipe blocking and bracing, fittings, and removal of existing piping and connections to existing piping. Gate Valves at t Gate valve assemblies shall be measured c and paid paidall c for tutu fapplicableull coms anion unit price per each , in place, b for valve, bypass valve, concrete vault and all other necessary accessories for a complete installation. R SR 169 Half Bridge to Jct. sR 40' _,yy.Rev. *:'Revised November 21 , 1973 • f 0 t allow .�... • Point of AP lication The preferrr7 po'i.[ of application of the chlorinating agent Is at the beginning of the pipe line extension or any valved section of It, and through a corporation stop inserted by the utility in the horizontal axis of the pipe. The water injector for delivering the chlorine-bearing water into the pipe should be supplied from a tap made by the utility on the pressure side of the gate valve controlling the flow into the pipe line extension. Alternate points of application may be used when approved or directed by the Engineer. Rate of Appl;catlon Maier Trom tre exisring distribution system, or other source of .pply, shall be controlled to flow very slowly into the newly laid pip line during application of the ct.lorine. The rate of chlorine gas-water mixture or -ry gas feed O all be in such proportion to the rate of water entering the newly laid pipe that the dosage applied to the water will be at least 50 parts per million. i P re ven t i n g,Re ve rse�F I ow Valves shall be manipulated so that the strong chlorine solution in the line being treated will not flow back into the line supplying the water. Check valves may be used if desired. Retention Period r ' freatea water shall be retained it time pipe at least twenty-four (24) hours. }4 After this period, the chlorine residual at pipe extremities and at other representative points shall be at 'east ten (10) parts per million. fhlorina__".9 Valves and !Lydrants In the process of chlorirating newly laid pipe , all valves or other appur- tenances shall be operated while the pipe line is filled with the chlorinat- ing agent and under normal operating presnur S R 16' Half Bridge to Jct. sR 405 -91- 9 1 { 1 1 L{guid Chlorine means of a solution feed A rhfo rine gas-water mixture shall be applied by chlorinating de, ice, or the dry gas may be fed directly through proper devices for regulating the rate of flow and providing effective diffusion of the gas into the water within the pipe being treated. Chlorinating devices for feeding solutions of the chlorine gas , or the gas itself, must provide means for preventing the backflow of water into the chlorine. Chlorine-bearing CoMounds in Water r T T _ t mixture of water and�igh-_ test calcium hypnch lorite (65-70$ CI) may be A substituted for the chlorine 4as-water mixture. The dry powder shall first be mixed as a paste and then thinned to a one percent chlorine solution by adding water to give a total quantity of 7.5 gallons of water pe pound of dry powder. This solution shall be injected in one end of the section _ of main to be disinfected while filling the main with water in the amounts as shown in the table which follows. Chlorine Requirements for 100 Foot Lengths of Various Sizes of Pipe Pipe Volume of Amount Required Give 50 ppm Cl . 100 ft. to 100'% 1% Chlorine-water • Size Inches Length/Gals. Chlorine Lb. Solutions. 4 65.3 0.027 1/3 o.061 3/4 6 t46.5 1-1/3 g 261 .0 0.108 2 10 408.0 0.170 12 588.7 0.240 3 Sodium H"'o chlor to $odium Mypoch ton te, wmme rci al grade (15% CI) or in the form of liquid may be substituted for the chlorine gas-water mix- household bleach (S`b CI} ture. This liquid chlorine compound may be used full suer gth or diluted with water and injected into the for in nwcorrect l proportion leasot 50 ppmthe 11 water so that the dosage applied J i R ' sR 169 Half Bridge to Jet. SR 405 -90-Rev. .::Revised November 21, 1973 • •4 Taps required by the Contractor for chlorination or flushing purposes shall be provided by him. Where dry calcium hypochlorite is used for disinfer n of the pipe, flushing shall be done after disinfection. The Contractor shall be responsible for disposal of treated water flushed from mains and _hall neutralize the waste water for protection of aquatic life in the receiv;ny water before disposal into any natural drainage ,h anneI . However, disposal may be made to any available sanitary sewtr provided the rate of disposal will not overload the sewer. Regur . -meet of Chlorine Before be—. n pTaced into service, all new mains m d repaired port'ons of, or extensions to existinj mains shall be d.'orinated so that a chlorine residual of not less than 10 ppm remains in the water after standing 24 hours in the pipe. The initial chlorine caitent of the water shall oe not less than fifty (50) parts per million. Form of �pplied Chlorine ' Chlorine shall be applied by one of the methods which follow, to ei ve a dosage of not less than 50 ppm of available chlorine. r Dry _Calcium Hy_ e ochlorite _ As each Ien gth oT pipe is laid, sufficient high test calcium hypochlorite (6S-70'v chlorine) snail be placed in the pipe to yield a dosage of not less than 50 ppm available chlorine, calculated on the volume of the water which the pipe and appurtenances will contain . The number of ounces of 65% test calcium, hypochlorite required for a 20-foot length of pipe equals .008431d2 , In which "d" is the diameter ;n inches . Y sa i69 Half uridge to Jct. ce 05 -89- v Hydrostatic tests shall b• performed on every complete section of water main between two gate valves, and each gate shall withstand the same test pressure as tl�e pipe, with no pressure active in the section of pipe beyond <' the closed gate valves. Water mains installed under this contract shall be tested hydrostaticall•; to a test pressure of 150 psi . The test pressure shall be applied at the r low env of the section of water main being tested. Air in the pipe shall vented a[ all high points , the hydrostatic test pressure shall be main- be tamed untii the Engineer has determined that the section of pipe, gate valves, and fittings are watertight. if there are no visible leaks and the test pressure is maintained without proing for fifteen (15) minutes snd the pressure drop is less than fifteen (15) pounds the main will be accepted as a watertight installation. When testing short lengths of main pipe, or hydrants , maintaining the test pressure without pumping for five (5) minutes with less than five (5) pounds drop in pressure will be evidence of a ,atisfactory test. • Defective materials or workmanship, discovered as a result of hydrostatic field test, shall be replaced by the Contractor at his nse. Whenever it is necessary to replace defective material or corre�( the workmanship the hydrostatic test shall be rerun at the Contractor's expense until a satisfactory test is obtained. Dis reinfection of Water Mains e o eing connected to the existing mains all new water mains shall be k chlorinated and a satisfactory bacteriological report obtained. Flushing Sect ohs of pipe to be disinfected shall first be flushed to remove solids or contam hated material that may have become lodged in the pipe . If no hydrant is installed at the end of the main then a tap shall be provided large enough to develop wi11 , underonoarmalcast 2 .5 fps . in pressure, provide this,velocity 23 inch Hydrant opening In pipe sizes up to and including 12-inch. SR 169 Half Bridge to Jct. SR 405 -8d- • 2" Blow-01" Assemblies I'k46ter mJin blow-off assemblies shall be constructed as shown on "Detail for %" 910m.-Off Assembly" as shorn on the plans. Galvanized steel pipe and 1 ttings shall conform _o the requirements in section 72, of the A.P.W,A. 1 ',specifications. 'ne Gate Valve dd C, I . Plug shall conform to the applicable w specifications sham elsewhere in these provisions. Concrete Blocking. KIT tees, bends, and plugs shall be adequately blecked with concrete class C poured it- place. Blocking shall bear against fittings only and shall be A clear of joints to permit taking up or dismantling the joint . All cost for furnishing and placing the blocking shall be considered incidental to the water line construction. The City of Renton Standard Detail for general blocking is shown on the plans. Field Tests A 'KIT pipe and app'irtenances shall be subjected to a hydrostatic test after they are laid. Each section of pipe between gate valves shall be tested as soon as possible after layinc, or when directed by the Engineer. At points wh .-e pressure reaction and movement may occur, such as at bends, tees and plc;s the pipe shall be properly blocked or braced. Where perman- ent blocking .s not required, the Co, :tor shall furnish and install temporary blocking and remove it aft.. resting. All costs to the Contractor for installing temporary blocking shal' be included in the uni. bid prices for the water mains. The Contractor Oall furnish all labe and equipment necessary to make the tests and the Contractor shall conduct all tests under the supervision of [he Engineer and the City of Renton Water Depart- ment. The Engineer rese ryes the right to test and app rove aII gaull besfur- used. Where the Utility has water available for testing, it nished without charge. All costs of tapping and piping shall be borne by the Contractor unless othervke specified in the special provisions . Where ractor water is pproaveedllable sourcefrom the for testingland,theecosttthereofshall shallpbevineluJedr from an approved r in the other unit contract prices of the work. SR 165 Nalf Bridge to Jct. 5R 405 _g�_ Rev. *,R e *,,Revised November 21, 1973 • e t Fire H dram Assemblies _ shown' ' o i or where .,si nated b the Engineer, hydrants shall Mhe re on tie plans, 9 Y 9 Y be installed in accordance with the detail shown on the plans . All hydrants shall be inspected in the field upon arrival to ensure proper working order. After installation , they shall be sub'ected to a hydrostatic test not to exceed the factory test pressure. Hydrant laterals shall consist of a section of 4-inch or 6-inch pipe from the main to the hydrant and shall include an auxiliary gate valve set vertically and placed In the line as indicated in the standard drawinc for hydrant settings. • Hydrants shall be harnessed to the auxiliary gate valve and the valve to the tee at the main with steel rods of size , shape and arrangements , as indicated in the detail drawing for hydrant settings. All hydrant shackle rods, after installation , shall be thoroughly cleaned and painted with two (2) coats of asphalt varnish, as specified 'n Federal specification TT-V-51a or J.A.N.P-450, or with such other bituminous paint as may be e•uthorized by the Engineer. Ail auxiliary gate valves shall conform to the provisions under "Gate Valve, (4" through 12") as set forth elsewhere in these specifications, except that • the end connections shall be provided with lugs for roddinq or the bells shall have sufficient clearance between the body of the valve and the hub to permit the installation of shackles. Fire :iydrant guard posts shall be installed where shown on the construction plans. The detail for f! drant assemhly and hydrant guard posts layout are shown on the plans. A detail for the construction of these posts are shown on the plans . l sR 169 Half Bridge to Jct. SR 405 86- 'y t w 2" Blow-Off Assemblies Meter main blow-off assemblies sl.all be constructed as shown on "Detail for 2" Slaw-Off Assembly" as shown on the plans. Galvanized steel pipc and fittings shall conform to the requi rem^nts In section 72, of the A .P.W.A. Specifications. The Gate Valve and C. I . Plug stall conform to the applicable specifications sham elsewhere in these provisions. w Concrete Slockins AIT tees , bends, and plugs shall be adequately blocked with concrete class C poured in place. Blocking shall bear against fittings only and shall be clear of joints to permit taking up or dism.,ntiing the joint. All cost A for furnishing and placing the blocking shall be considered incidental to the water line construction . The City of Renton Standard Detail for general blocking is shown on the plans. Field Tests AIT pipe and appurtenances shall be subjected to a hydrostatic test after w they are laid. Each section of pipe between gate valves shall be tested as soon as possible after laying, or when directed by the Engineer. At points wnere pressure reaction and movement may occur, such as at bends, tees and plugs the pipe shall be properly blocked or braced. Where perman- ent blocking is not required, the Conrractor shall furnish and Install temporary blocking and remove it after testing. All tests to the Contractor for installing temporary blocking shall be included in the unit bid prices for the water mains. The Contractor shall furnish ell labor and equipment necessary to make the tests and the Contractor shall conduct all tests under the supervision of the Engineer and the City of Renton Water Depart- ment. The Engineer reserves the right to test and approve all gauges ~ used. Where the Utility has water available for testing, it will be fur- nished without charge. All costs of tapping and piping shall be borne by the Contractor unless otherwise spec ied in the special provisions . Where water is not available from the Utilit./, the Contractor shall provide water from an approved source for testing and the cost thereof shall be included in the other unit contract prices of the work. r SR 169 Hrlf Eridge to Jct. SR 405 November 21, 1973 -87- Rev. f.. t Fire HY dram Assemblies — - - - Where shown at the plans , or where designated by the Engineer, hydrants shall be installed in accordance with the detail shown on the plans. All hydrants shall be inspected in the field upon arrival to ensure proper working order. After installation, they shall be subjected to a hydrostatic test not to C exceed the factory test pressure. Hydrant laterals shall consist of a section of 4-inch or 6-inch pipe from the main to :he hydrant and shall include an auxiliary gate valve set vertically and placed in the line as indicated in the standard drawing for hydrant settings. • Hydrants shall be harnessed to the auxiliary gate valve and the valve to the tee at the main with steel rods of size, shape and ar-angements , as indicated in the detail drawing for hydrant settings . All hydrant shackle, rods, after installation, shall be thoroughly cleaned r ano painted w;th two (2) coats of asphalt varnish, as specified in Federal Specification TT-V-51a or J.A.N.P-450, or with such other bituminous paint as may be authorized by the Engineer. All auxiliary gate valves shall conform to the provisions under "Gate Valdes (4" through 12") as set forth elsewhere in these specifications , except that the end connections shall be provided with lugs for rodding or the bells shall have sufficient clearance between the body of the valve and the hub to permit the installation of shackles. Fire hydrant guard posts shall be installed where shown on the construction plans . The detail for hydrant assembly and hydrant guard posts layout are shown on the plans. A detail for the construction of these posts are shown on the plans. SR 169 Half Bridge to Jct. SR 405 -86- G • nstallation of Valms and alve !hambers I 7aTves shall be instal Ted Tn accorJdance alth the manufacturer's specifica- tions and Instruction for Installing the tn. of valves used. The Contractor shall provide all tools and equipment including any special tools designed for installing each particular type of valve used. a All gate valves sha! I be inspected upon delivery in the field to insure proper working order before installation . They shall be set and jointed to the aipe in the manner as set forth in the AWA Standards for the type of connection ends furrished. The valves shall also be carefully inspected for injury to the outer protective coatings. At all d aces where the coating has been ruptured or scraped off, the damaged area shall be thor- ' ouqhly cleaned to expose the iron base installation, and the cueaned area shall then be recoated with two or more field coats of Quigley Triple A-10 or Triple A-20, or equal . Valves 12-inch and under shall be installed in a vertical position and be provided with a standard valve chamber or cast iron gate box so arranged • that no shock will be transmitted to the valve. The box shall be centered over the operating nut, and the cast iron box cover shall be set flush with the roadbed or finished pried surface. Six inch and eight inch gate valves shall Include an eight inch by twenty- four inch cast iron gate valve box and extension (Olympic Foundry casting • or equal) if required by the Engineer. Cast iron valve boxes In general are set to position during backfilling operations so they will be In a vertical alignment to the gate valve operating stem. The lower casting of the unit is installed first in such a manner as to be supported by a minimum backf111 or by a styrrafoam collar not less than two (2) inches in thickness. The casting shall not rest directly upon the body of the • gate valve or upon the water main. The upper casting of the unit is then placed in proper alignment and to such an elevation that Its top will be at final grade. Backfilling arounu both units shall be placed and com- pac'.ed to the satisfaction of the Engineer. • SA 169 • Half W clge to Jct. SR 405 -85- r � y Special Anr,horage At free erds, bends, ties, late rats and any change in directs or, piping snail be adequately braced and blocked to prevent movement from thrust by use of concrete thrust blocks, tie rods ar.d joint harnesses. Concrete thrust blocks must be poured against undisturbed ground. Thrust blocks shall be provided at all changes in direction of piping. In addition, a! I _ • joints at bends or changes in direction, to a point at least three joints beyond the tangent point on either side of the bend, shall be provided with a positive locking device to prevent separation of the joint under full test pressure. The locking may be accomplished by use of tie rods and $� � joint harness, subject to the prior approval of the Engineer . After the pipe has been joined, aligned and permanently bedded, the joints shall be ' • drawn up to assure permanent water-tightness but not so tight as to prevent _ flexibility to allow for some movement caused by vibrations, expansion and contraction. Connections to Existing Pi pe_and Structures -`Connections to existing piping are indicated on the plans. Th Contractor • r .t verify all existing piping dimensions and elevations to assurs proper t - t. The Contractor must also provide anv adapters, nipples, or other specials required to make a satisfactory connection, The City of Renton Utilities t •-• Department shall trake connections to existing mains at the Contractor's , expense. The Contractor shall cooperate and assist the City Forces in v making connections to existing facilities when required . 7 The Contractor shall be responsible for the protection of all existing piping and appurtenances during construction, and shall take rare not to damage them or their protective coatings or impair the operation of the existing system in any way. Any damage due to the Contractor's operation shall be immediately repaired at the Contractor's expense. �t i t SR 169 Half Bridge to Jct. SR 405 n Revised November 11, 1973 -84- Rev. r A A Whenever it become, ecessary to cut a length of pipe, the cut shall be made by abrasive saw or by a special pipe cutter, using a cutting blade rotated around the pipe at right angles to the axis o" pipe. Cut ends shall be machined with special m,ichining equipment to the eract All dimensions of the pipe supplied by the manufacturer. Temporary. Plugs ' All ends of pipe and appurtenances not immediately connected shall be plugged at all times with approved type watertight expanding plugs with rubber gaskets fastened into the pipe with the aid of tools. No hand- • operated plugs will be permitted. Hydrants and gate valves not immediately connected shall have all openings plugged as specified. taping_and_Jointinq Ductile iron pip-2 and accessories shall be handled in such a manner as to assure delivery to the trench in sound undamaged condition. Particular • care shall be taken not to injure the pipe lining and coating. Cutting of pipe shall be done in a neat, workmanlike manner with en approved type mechanical cutter without damage to the pipe. Jointing shall be accomplished in accordance wlth manufacturer's recommendations . • M • • • SR 164 Half Bridge to Jct. SR 405 -83- • 1 t Except as provided in the special prnvisions herein, all luminaires shall conform to section 9-29.10 or the 1972 standard specifications. A minimum of 10 visors shall be provided and either installed as directed or delivered to the Engineer for subsequent delivery to the maintenance juris- diction affected. The Contractor shall submit to the f :gineer a letter from the luminaire manu- facturer detailing lamp socket positions with respect to lamps and refractors furnished for a*ch IFS light distribution type specified elsewhere in these provisions . A copy of this letter shall be transmitted with the luminaires submitted for testing and spproval . Ballast Transformers Ballast for high pressure sodiun vapor lamps shall be designed tr properly operate 400 watt lamps and start lamps at temperatures as low es -2vo F. Ballasts shall be 120/240 volt ' re,rulator" or "constant wattage" type high power factor units which will accept a voltage reduction of 45 percent for 4 seconds before lama dropout occurs. Ballasts shall be pre-wired using "fast-on" connectors or equal while the terminal block shall have pressure ,:lamp-type terminals. Except as provided in the special provisions herein, ballast transformers shall conform to sect:on 9-29.9 of the standard specifications. Davit poles for Illumination Supports most arms shall be standard davit assemblies as shown on Detail LI in the plans. Stainless steel series 30v screws and fastener fittings shall be used throughout assembly. The hand hole and grounding detail shall be as shown on standard plan J-la. Likewise the slipfitter tenons shall conform to Detail E' of the same standard. SR 169 Half Bridge to Jct. SR 405 -106- '4 4 ILLUMINATION SYSTEM Mate' ials In addition to the requ Iraments of section 8-20.2 of the standard specifications the following shall apply: One 175 watt, one 250 watt, one 400 watt, one 700 watt, and one 1000 watt luminaire if employed in this contract, of the exact type called for, com- plete wi 0 lamps, shall be submitted for approval . After approval , the sample luminaire(s) will be returned to the Contractor. In the event of luminaire component failure during tes ing, the State w; ll return to the Contractor without obligation the malfunctioning components. It shall then be the re>ponsibil ity of the Contractor to submit for approval addi- tional sample components. Sodium Vapor Lamps sodium vapor lamps for this project shall be clear 400-watt/BU, high pressure sodium vapor lamp having a 15,000 hour rated II- When the lamps are placed In luminaires, the support framework of the arc tube :nail be in a vertical plane. umInaires H gh pressure sodium vapor luminaires shall oe 400 watt light sources. Clear lamps shall be employed for all uses other than sign lighting. Light distri- bution types consistent with plan requirements shall be furnished. Light dis- tribution shall conform to the ASA classification system for Type III medium, cutoff, as specified on the luminaire schedule on the plans. The si .pfitter shall be capable of accepting a 2" standard pipe tenor 7-1/2' ~ in length. The hous'ng, complete with integral ballast enclosed, shall be weathertight. The socket shall be of high grade porcelain and be capable of adjustment to W' three axial and three vertical positions such that all of the lighting require- emnts of the ASA-:ES can be met. The socket opening shall be sealed with heat resistant filtering gasket . M • sR 169 Half Bridge to Jct. SR 4C5 • ,'r:Nav!sed November 21 , 1973 -105- Rev. e) i e The rock buttress wall shall be constructed of rock having a minimum size of 400 pounds. The minimum rock size shall increase from top to bottom, with the top three feet consisting of rock having a minimum weight of 400 pounds and increasing for each succeeding three foot zone by an additional 400 pounds over the zone above. I- The rock used shall be hard, sound, durable and free from segregation, seams, cracks and other defects tending to destroy its resistance to weather, have a density of at least 155 pounds per cubic foot, tnd it will have been fractured. Each horizontal row of rock shall be seated and bedded by tamping the backfill material behind the rxks to provide a sta5le condition for the entire wall. In addition, each rock shall be keyed into adjacent rocks by utill1109 the natural irregular shapes of the rocks. Any 'arge voids existing between each course of rxk as it is placed shall be filled by wedging smaller rocks of the same quality into the voids until the maximum remaining voids are 4 inches or less . A ^ax imum tolerance of 6 inches will be allowed in the slope plane and grade of the finished surface of tho wall , The unit contract prices for "Structure Excavation Class B", per cubic yard and "Rock Buttress Wall" per ton, shall be full compensation for all labor, materials, tools a"o equipment necessary to construct the rock buttress wall as detailed herein and on the plans, and as directed by the Engineer. • SR 169 calf Bridge to Jet. SR 405 Revised November 21 , 1973 _104- Rev. e t f 6 . EOW the puck used 'hell be hard, sound, durable and free from segregation, seams, cricks and other defects tendinq to destroy its resistance to weather, have a density of at led,t 155 pounds pvr cubic foot, and it will have been fractured- • ih, puck fascia wall shall be grouted as each course is constructed. Grout shall be ,Nnposed of one part high early strength cement to one part clean fine gra-ned sand, well mixed with suffi, ient water to produce a mix that will flow. Unpolished aluminum powder shall be aa_..d in she proport on of one teaspoonful per sack of t cement, The Contractor shall exercise care to inure that excess grout will not come in contact with the rock faces or adjacent pavement. Any excess grout will • be immediately removed to the satisfaction of the Engineer . A maximum tolerance of 6 inches will he allowed in the slope plane and grade of the finished surface of the wall . Rock for fascia wall witl be measured by the ton, • ih, unit contract prices for "Rock Fascia wall with Grout" per ton, "Structure Cxcavatiun Class D' per cubic yard, "Special Gravel Baekfill for Drains" per cubic yard, and "Underdrain Pipe 6" Diam,", per iinear foot shall be full compersat'on foi all labor, materials, tools and equipment necessary to construct the rock fascia wall as detailed herein and on the plans, and as directed by the Engineer - M ROCK BUTTRESS WALL The Contractor shall construct :i rock buttress wall from Sta. 1524+60 to Sta. 1528+00 on the lest, or where directed by the Engineer, as herein specified, and as detailed on the plans, The buttress will will be constructed with a 1/7 inch to I foot back slope and a M two foot top as detailed on the plans, and shay, be built up concurrently with the construction of the embankment. M • it. • SR 169 Ralf Bridge to Jet. SR 405 -103- h � All co,,t and expense incurred by the Contractor in acquiring the materials and performing the labor, to construct the beam guard rail , as specified herein shall be at the unit contract price for "Beam Guard Rail Type 8" per linear foot; no other Compensation -ill be made. SIDEWALKS The Contractor shall construct a cement concrete sidewalk where shown on the plans, t or where directed by the Engineer, in accordance with the details set forth in the plans. The sidewalk that crosses driveways or road approaches shall be thickened to six (6) inches . Scoring shall be at six (6) loot intervals, perpendicular along tangents and radial curves. The unit contract price per square yard for "Cement Concrete Sidewalk" shall be full compensation for all labor, tools, materials, and equipment to complete the work specified above including the thickened sections for road approaches or for driveways. ROCK FASCIA WALL WITH GROUT The Contractor -,hall construct a rock fascia wall from Sta. 1512+00 to Sta 1513+25 on the right, or where directed by the Fngineer, as herein specified, and as detailed on the plans, The Contractor shall excavate to grade at the base of the wall as shown on the plans and construct the rock fascia wall to the full height in sections not to exceed 50 feet in length . In n , case will the exposed face of the excavation be permitted to stand open for more than 24 hours, unless otherwise approved by the Engineer. The rock fascia wail shall be constructed of rock having a minimum size of 400 y pounds. The minimum rock size shall increase from top to bottom, with the top three feet consisting of rock having a minimum we`ght of 400 pounds and increasing for each succeed;ng three, foot zone by an additional 400 pounds over the zone above. r d. ,r SR 169 Half Bridge to Jet. SR 405 -102- • LANE MARKERS Lane markers shall be placed by the Contractor, to the standards set forth in the plans, or as directed by the Engineer. The layout for lane markers on standard plan H-7 wlil be deleted and replaced with the layout as shown on the plans. ThA unit contract prices per hundred for "Lane Markers Type No. I" and "Lane Markers Type No 2" shall be full compensation for all labor, tools, equipment and materials necessary to complete the placing of the lane markers as specified above. • ; REMOVING GUIDE AND SPOT POSTS , The Contractor shall remove all guide posts and concrete spot posts located within the project Iimits, said guide and spot posts to become the property of the Contractor and removed from the project. Al costs of removing guide and spot posts as specified will be included in the lump • sum contract price for "Clearing and Grubbing". BEAM GV4RD RAIL Where shown on the plans, or as directed by the Engineer, the Contractor shall con- struct beam guard rail in accordance with the standard specifications , the standard plans, the contract plans and these spacial provisions . • A modified beam guard rail type 8 will be constructed by the Contractor on the left from Ste. 1524430. This beam guard rail will be constructed with eight (8) foot posts and the 8" x 8" x 14" s45 Treated Wood Block will be deleted. Al other work will conform to that set forth in the standard specifications and on standard plan C-2. • • • SR 169 Half Bridge to Jct. SR 405 -101- f The unit contract price of "Asphalt Concrete Gutter" per linear foot shall be full compensation for all material , labor, tools and equipment to complete the work as stated herein . i INLETS Where snown on the plans, or directed by the Engineer, inlets shall be. constructed with side outlets . +■ All costs incurred in labor, materials, and equipment to construct these inlets shall ■ ♦ be included in the item of "Concrete Inlets", per each. There will be no other rompers at ion. BLOCK TRAFFIC CURB For block traffic curb installation as referred to in paragraph 4, section 9-18.3 of the standard specs f i Cations, reflector blocks shall be installed every 4th block when • 11-5/8 inch blocks are used, or every 6th block when 7-5/8" blocks are used. REMOVING TRAFFIC ISLAND Where shown on the plans or where directed by the Engineer, the Contractor will remove and dispose of the traffic Islands and curbs. From sta. 1544+00 to sta. 1547+00, the traffic island will be removed completely. From sta. 1547+00 to 1550+00, only the left side of the traffic island and curb that is over ten (10) feet from centerline , will be removed. The above shall be accomp- lished by cutting the pavement cleanly and in a straight line with cuttinq equipment approved by the Engineer. r The lump sum contract price for "Removing Traffic Island" shall be full compensation for labor, tools, and equipment to complete the work specifies above. There will be no other compensation. SR 169 Waif Bridge to Jct. SP 405 -100- 1 1 � (b) The fertilizer and mulch may be combine? and applied in a single operation. The seeding must be applied as a separate operation. 2. Section 8-01 . 3(4)6 • Add the following supplemental paragraphs : A mixed fertilizer with the following formulation shall be applied to t the erosion control areas at the ate of 500 pounds per acre: Total Available Soluble . Nitrogen Phosphoric Acid Potash (As N) (P205) (1(20) 18.4% + 14% 14% Not less than 60 of the total nitrogen shall be derived from ureaform or ureaformaldehyde. The final mix shall contain not less than 7.8% water insoluble nitrogen. Label to meet requirements of Washington Commercial Fertilizer Act. -tGuaranteed on label . 7. Section 8-01 .3(5) Add the following supplemental paragraph : • Wood cellulose fiber mulch shall be applied at a rate of 2.000 pounds per acre. ASPHALT CONCRETE GUTTER The Contractor shall construct an asphalt concrete gutter along the top of and behird ae the cantilever retaining wall from sta. 1540+23 to sta. 1543+27.52 on the right, and connect the gutter to the drainage facility at each end of the wall , as directed by the Engineer. The gutter will bt constructed according to section 8-04 of the standard specifications and standard plan F-12 and bonded to the retaining wall to prevent water from leaking between the gutter and the -4all in a manner meeting the approval of the Engineer. • i� SR 169 Half Bridge to Jct. SR 405 -99- • t The payment of the unit contract prlce for "Catch Basin Type 2 over 12 Feet" per each, "Shoring and Cribs or Extra Excavation Class B" per square foot, and "Structure Excavation Class B" per cubic yard, shall be full compensation for all r labor, material , tools and equipment required to complete the work specified above. EROSION CONTROL 4 The specified sections of the standard specifications shall be amended, altered and/or supplemented as follows: 1 . section 8-01 .3(4)A Add the following supplemental paragraphs: a) A seed mixture of the following composition, proportion and quality shall be applied at the rate of 100 lbs. oer acre. f Kind and Varietj of Percent by Percent Minimum Percent Seed in Mixture Weight Pure Seed of Germination Colonial Bentgrass (Highland or Astoria) Iu% 9.80% (min) 85% Red Fescue (Illahee, Rainier or Pennlawn) 45% 44. 10% (min) 908 Perennial Rye 30% 29.40% (min) 90% White Clover (Pre-inoculated) 15% 14.70% (min) 90% Percent Weed Seed 0.50% (max) Inert and Other Crop 1 .50% (max) Total 100.00% SR 169 Half Bridge to Jct. SR 405 -98- F ,y 1 � Tk • INSPECTION OF WATER LINES The City of Renton may at any time inspect the water line construction for the purpose of determining that the work is being performed in accordance with the plans. The Contractor will be required to notify the Utility (City of Renton) at least • 24 hours In advance of any shut down or interruption of service on the water Iine. The Contractor shall notify the Engineer in writing when the City water facilities and other adjustments are complete and ready for backfillIng. The Engineer, together with the authorized representative of the City, will make final inspection of the work within five (5) working day• after receipt of the notification of completion. The Contractor shall not backfill any joints and/or connections of 4ater pipe until any discrepancies noted by the City have been corrected and the ,,ork he% been accepted by the Engineer. ADJUST MANHOLES Where shown on the plans, or where directed by the Engineer, the Contractor shall adjust existing manholes to the grade of the new roaJway. Riser rings will not be perm a ted on the project. The existing cast iron rirg on the box shall be - removed and the unit adjusted to the required height In accordance with section 7-05 30) of the standard and/or Metro Specifications. The Contractor shall notify METRO 24 hours prior to commencing any work of adjusting manholes. The payment of the unit contract price for "Adjust Manholes", per each, shall be ful! compensation for all labor, materials, tools and equipment necessary to complete the work specified here;n. CATCH BASIN TYPE. 2 OVER 12 FEET The Standard plan for "Catch Basin Type 2" (8-6) will I>e changed with the deletion of "12 feet maximum heights" for this item. All other specifications for "Catch Basin Type 2" shall be followed. 40 i .. y SR 169 Half Bridge to Jct. CR 405 -91- 4 1 Payment All costs and expense involved in performing the work involved in furnishing all labor, materials except as outlined herein, tools and equipment necessary and/or incidental to the construction and insta' lation of the complete and operable water system in accordance with the attached plans, these special provisions and the standard specifications shall be included in the unit contract pri:es for: ITEM UNIT s- Cast Iron Water Pipe, 4 Inch Diam. Per Linear Foot Cast Iron Water Pipe, 6 Inch Diem. Per Linear Foot , Ductile Iron Water Pipe, Class 2, 8 Inch Diam. Per linear Foot Ductile Iron Water Pipe, Class 3, 8 inch Diam. Per Li.,ear Foot Ductile Iron Water Pipe, Class 2, 12 Inch Diam. Per Linear Foot a Ducti is Iron Water Pipe, Class 3, 12 Inch Diam. Per Linear Foot Ductile Iron Water Pipe, Class 3, 16 Inch Diem. Per Linear Foot Gate Valve, 4 Inch Diameter Incl . Valve Box Per Each Gate valve, 6 Inch Diameter Incl . Vale Box Per Each Gate Valve, 8 Inch D:ameter Incl . Valve Box Per Each Gate Valve, 12 Inch Diameter Incl . Valve Box Per Each Gate Valve, 16 Inch )iamater Incl . Valve Box Per Each 5 Inch HVO Fire Hydrants Per Each Removing and Resetting Fire Hydrants Per Each Removing and Resetting Water Meters and Cases Per Each 2 Inch BIov Off Assembly Per .ach s • • SR 169 Half Bridge to Jct. SR 405 •. -96- 1 1 Prior to acceptance of the work by the Engineer, the work must be accepted by the City of Renton. r The unit contract price per each for "Remove and Reset water Meters and Cases" shall be full compensation for all work and materials necessary to excavate, disconnect, make necessary reconnection, tackfill a- for excavating, disconnect- ing and stockpiling the meters within the right of way. • Water Service Connections The Contractor Nall connect existing water services to the r.ew 8" water line where shown on the plans or as directed by the Engineer. These water ser, 'ce connections shall be constructed In accordance wi"i the details shown on the plans, or es directed by the Engineer. Payment of water service wnnactions including the cost of labor, materials, tools and equipment to complete the construction as specified in these specifications and elsewhere on the plans shall be included In the unit contract price per linear foot for "Ductile Iron Water Pipe Class 1, 12" Diem." No other compensation will be paid. 24 Inch by 16 l .ch Cross The 2 Inch by 1 inch Cross that is shown on the plans at sea. 1548+95 on the right shall be furnlshed by the City of Renton and shall be placed by the Contractur. '. Payment for placing of the 24 Inch by 16 inch Cross, In accordance with the plan;, these special provisions, the standard specifications, or as directed by the Engineer, to include excavating, placing, blocking, backfilling, OR labo„ -, ,t, tools, and material shall be included in the unit contract prl-e t' ie Iron Water Pipe, Class 3, 16 inch Diameter" par linear foot. riell oe no other compensation. M 1 • 1 sP. 169 Half Bridge to Jct. tit 405 --*,Revised November 21, 1973 -95- Rev. ' 1 '� 1 r The unit contract price per each for "Removing and Resitting Fire - Hydrants", and per linear foot for "Cast Iron Water Pipe 6 Inch Diameter", shall be full compensation for furnishing the pipes and fittings for Ems complete installation and shall include removing and resetting fire hydrants and valve boxes ;nd also include all costs for excavating, backfilling, laying and jointing of the pipes and fittings, blocking, testing, flushing and disinfection of the water lines as herein specified and as shown on the plans. When the new wate, system is put into service, the existing fire hydrants shall be removed and salvaged by the City of Renton. The Contractor shall notify the City of Rentcn 48 hours prior to the need for the removal of the fire hydrants. s Remove and Reset Water Meters and Cases Where shown on the plans, or wlu re directed by the Engineer, existing water meters and cases shall be removed and reset to a locat;on and elevation as directed by the Engineer and detailed on the plans. Where "Remove and Reset -; Water Meters and Cases" is shown on the plans, or directed by the Engineer, p and the resetting of the water meter and case is not desired or possible, the meter and case shall be removed as otherwise specified herein and stockpiled within the right of way, The: work shall be conducted in such a manner that `there is a minimum interruption of the use of the existing m.. c or service line. In no case shall a service be left disrupted at the end of any working day. Prior to interruption of flow in any main or service line, the subscribers serviced by the line shall be notified sufficiently in advance to prepare for disruption of service. �, The work shall be conducted in such a manner that no damage is uune to the water meter, the water case or the water line. Should any damage occur in the process of the work, the damaged pieces shall immediately be replaced by the Contractor at the Contractor's expense. Prior to beginning work on the relocation of any water meter the Contractor shall notify the Engineer. Such ,+ notification shall be far enough in advance so Gnat the Engineer and City 7 of Renton may schedule any desired inspection. a } _i A SR 169 Half Bridge to Jct. SR 405 "w *Revised ,govember 21 , 1973 J -94Rev. a ' • I,* Nn R-1 Sub Sccinm Retaining Nell Sheet 3 of 3 - - I � Vd Hns I 6 SL 94 i I Sandy extrmely •`1n• H —"0 3 St I — .. 93-1 � — - -- --- --- li I14 STOPPED g$Z AT 52•_ 0" 11 I � J _ II I I I I I. ,li I too LOG OF TEST BORINGS IIALF HIMM-F Ttt 11. 1 . SR iiu; 3 of 15 a Hoic No. H-1 Sub Section AetsiainQ..Weill Sheet 2 of .- 3_---- {rM "°'CT repine TUNt OrNfIRION Oi MAa rul B --� C - _� EU- SILTY. CIAY,& C.IAYE SILTeandy. 5 -- -- I4 Pe 2 h iC U- ----- --. _ • '( E _ SAND - e1Lty.—• ac�6t4S�LavSla_S[SY - T 5 .. Staf .. -_9S4ttlIS�SYIi.tlrand leamea St —.-SANh_G.SIIIL-SII.f4e33uol. flcaLL t--P`�-Fos�afl-•-fhi el^v� —__ gilt_.lemrt.-.&reY--(appear= tatcr- hearinq.)—_._— —..-- _ —LAND --sXLrtmelY Si11e silt, jW�_ _ very dense dam ( 26 Stdl •" 9 40 Pen —_ ------ -- -- � 62 - 51 h --- -_- CLAYEY SILr_-srgs... a°°'4---- ---- -- LOG OF TEST HORINGS SR 161, 2 of 15 HALF BRIDGE TO XI. SH h07 r R,In...•.e.+'i WASHItJGTON t..r. ., gr.ar< r^arn[[r STATE HIGHWAY IOMMISSION cr.n. `^ I*...... DLPARTMt NT OF HIGHWAYS LOG OF TEST BORING L-3597 till R 169 Sccimn So. 140th to SR-405 in Renton Job No H-1 Retaining Nall Cont. Scc. 173406 Fit& No Sub Secnr'n . Rt.) 40' Rt. GruunH El. '-6'(off contour) Smiinn (1543) 1542+98.gO RM/� (Nhct(397 X 5og W... 1-1. 48.0 (off contour) Hash Bore C asing 7�M Ili Boring pate May 20 to 22 1970 Sheet 1 0( 3.. Eugene E. Duvall - --=__- _ SAJIDY SI_LT - brown thinly_scattered graver— cobbles.occesLonaI _boulder,dry t2d4M----- ---- r - 411 _ Pery+ ---- — ---- -- - --------- 4 S 3 - — 14- -- - ._- - — :r y (RAVEL - el tv. laildyw-�LQX➢ti-�80D- -- 9 Stdiiii 1 6 Pei — 2 - . --- ---------------- Alternating-thin.-14"TJl,.-CLAIM tllfl+---_ - 1%_3 , fi„a grlLvel. Lracs-xovd, jury• 1 6 Std j— Fie% g 2 3 4 . r.OG OF TEST 130111 V-. 5R 16') 1 of 15 HALF BRl U(;H; T'O )CI . Slt )I0 i i ANC40R BOLTS All costs in connection with furnishing and installing anchor bolts for the Iuminaire. to he plans, shall be cons' involvedn considered incidental a, shown and noted on tthisthe cont�actruction and snall be included in various pay ELECTRICAL CONDUIT AND APPURTENANCES All cost in connection with afurnishing andand no'ed on theplansirshell cbe considered appurtenances in the wall , f work incidental to the construction and shall be included in various pay items o involved in this contract. TEST HOLE DATA TheLog of9 of TesttBoringrf or thets test holesfindi cateder hon the layout sheet off the attached) plans . SR 169 Half Bridge to Jct. SR 405 -116- rY y' 4 WALL FOOTINGS The Contractor shall use whatever means necessary In order to pour the footings or the wall In the dry. All costs in connec"On with pouring the footings In the dry, as outlined herein, shall be considered as incidental to the Construction and shall be included in the varIOU5 pay items of work involved in this project. . TIMBER PILE SPLICES always be used where practicable, but if splices cannot be Full length piles shall be as shown on the pions or as otherwise avoided, the method of splicing shall approved by the Engineer. Pilaf shall be driven as nearly as possible in one continuous operation until e w specified load bearing capacity has been obtained. When piles have been drivenn shall full length arrd the speclfied bearing capacity has not been obtained, the piles shall ue spliced and driving continued as quickly as possible. All costs and expenses involved in furn!shing and making pile splices as shown acdd noted on the plans, and as outlined herein w`. 11 be considered incidental t, struction of this project. No additional compensation will be allowed. ^fURNISHING AND DRIViNG TIMBER TEST PILES The Contractor shall furnish and drive one timber test pile at location designated by the Engineer. TrEATED TIMBER PiLINC Treated timber piligs�fl�reosote be aoi/ per by tcubicpfoot of Piling- Sill to a minimum retention of 10 pounds • i SR 169 a Half Bridge to ict. SR 405 ,,.4.vlsed November 21 , 1973 -115- Rev. WAA F-3 Cesrnt Concrete Sidewalk F-6 Block Traffic Curb f-12 Asphalt Cone. Gutter any Spillway G-12a Cantilever Sion Structures G-12b Cantilever Sign Structures G-14 Sign Mounting Detaila H-1 Monument Case and Cover H-T Lane Marken H-1`, Plastic Traffic Buttons I-14a Reclmmation Plan for Pits and Sundry Sites Minimum Requirements I-14b Reclamation Plan for Pits and Sundry Sites Typical Framrle J-la Light Standards Pole A Arm Details J-lc Light Standards Base Details J-20 C4ucrete Junction Bowe J-23 Cantilever Signal Support J-la Standard plan J-la is hereby revised as follows: Delete the note reading "Avdel Jutsert Part no. 9504-12 (3/P3 16) cadmium plated, or equal". Add a note reading "1/2" 0 Flat Seed, Open Fnd, Stainless Steel RSvnuta (1/2"-13) or equal". Change 3iF 0 to 1/2" 0 and 7/16" 0 to 9/16" 0 in Detail R. H-5 B-6, B-9, B-22. 3-26b S B-34 Concrete Class A specified for precast manholes, catch basins and inlets as shown on the above standard plans shall he emended to read Concrete Clans PX. sB 169 Half Bridge to Jet. SR 405 -114- t � 1, REMGVTNG EXISTING PAINT STRIPES Any paint stripes that need removing during the life of this contract , where and when determ!ned by the Engineer, shall to removed by the Contractor immediately. Ali costs incurred in removing paint stripes shall "+ incidental to the contract. STANDARD PLANS Tne 1973 edition of Standard Plans is hereby made a part of this contract. In case of discrepancies, plane shall govern over standard plans and standard plans shall be con- sidered the some as plane as set forth in section 1-04.2 of the standard specifications. For informational purposes , the following list of standard plans applicable to this con- tract is included for the Contractor's convenience. Any standard plan that has been omitted from the following list but is clearly implied elsewhere in the contract docu- ments shall be considered applicable to the contract as though it had been specifically stated. B-5 Catch Basin Type No. 1 B-6 Catch Basin Type No. 2 B_9 Manholes B-15 Concrete Pipe Ends B-lT Steel and Aluminum Pipe Fittings H-18 Beveled End Sections B-19 Solid Metal Cover for Catch Basin B_20 Metal Frame and Grate for Catch Basin and Inlet B-22 Concrete Inlet 8-26a gate Inlet Type No. 1 B-31 Coupling Bands for Steel end Aluminum Sever Pipe B-33 Pipe Compaction Designs and Backfill B-34 Catch Basin Design D B-37 Semicircular Undardrain Pipe B-40 Low Pressure Air Test C-2 Beam Guard Rail No. 1 C-21 Beam Guard Rail Anchor Type F-1 Cement Concrete curbs and Gutters 41 p SR 169 Half Bridge to Jct . GR 4C5 -113- • � 3 All Costs incurred in furnishing and installing foundations, poles, mast arms, signs, and connections shall be included in the lump sum bid price for permanent signing. Costs for installing luminaires and necessary wiring shall be included in the Jump sum bid price for illumination system. SIGNING MATERIALS AND FABRICATION Section 9-28 of the standard specifications is hereby amended as follows: All signs shall be Constructed of aluminum sheet or 12 inch aluminum extrusions . • Section 9-28.5, Plywood Signs, shall be deleted in its entirety. RELOCATION AND REMOVAL OF EXISTING SIGNS Existing shoulder mounted signs shall be removed or relocated as directed by the Engineer. Signs ordered removed shall become the property of the Contractor • and all custs incurred in the removal or relocation of existing signs shall be considered in the Jump sum bid price for "Permanent Signing". CANTILEVER SIGN STRUCTURES Pit The lump sum payment for cantilever sign structure shall include the TYPE 'A" service, photo-cell , lighting and all work, materials and tests to make it functional; except the conduit, conductor and junction boxes from the service r. to the power suoply. TRAFFIC BUTTONS Section 9-20. 1 is amended to include "or yellow" after the word "i, ite" in the first sentence and standard plan 14a, designat-ng the left turn tare, shall show the stripes to be yellow instead of white. .r tw SR 169 Half Bridge tc Uct. SR 405 -112- The following loads shall be use.;; Dead Load shall consist of the weight of the + luminaires, signs, appurtenances and supporting structure; Mind Load shall be taken as 36 psf tot the signs, and 30 psf for the supporting structures (which values account for the effects of gust and shape factors) on the greatest area of sions, and structure in any elevated view; Live Load and Ice Load may be omitt,_.J. Comnlete calculations for structural design shall be submitted with the shop drawings for approval before fabrication or ordering materials. These calcula- tion, shall include the stresses in the pole and cantilever arms, the attachment of the signs to the structure, the connection between the cantilever arms and vertical pole, pole section at band-hole, base plate, anchor bolts, and founda- tion. The submittal shall include the material and welding specifications, and details of the foundation and anchor bolts. it shall be the responsibility of the Contractor to proceed immediately to procure these poles at the earliest possible date in order to insure the completion of the project within the time specified elsewhere in these special provisions. Time being the essence of A this project, it will be necessary for the Contractor to furnish evidence in w, iting to the Engineer that an early delivery date for these poles at the job ,ire h.is been assured. The Contractor shall , within 5 days following execution of this contract, submit to the Engineer a letter bearing the Contractor's signature and a certified copy of a letter from the pole supplier agreeing to the delivery date or the poles to the job site. Sufficient time shall be allowed by r� the Contractor for the State to act on the Contractor's request for approval of materials, as discussed elsewhere herein. qe r r r sa, 169 Half Bridge to Jct. SR 405 ` -III- ,t I e• PERMANENT SIGNING Payment for the two-way left turn signing, as shown on the channelization sheets, shall be included in the lump sun bid price for "permanent Signing". included are .f+• all costs of fabricating and installing such signs and supports. The cost of mast arms and supports for the overhead signs at Sta. 1523+90 and Sta. 1530442, as shown on the channelizatior plans, shall be included under permanent signing also. t u Two-Wa�Left Turn Siq�i Standards The two-way left turn sign supports shall consist of a single vertical luminalre a pole with a concrete foundation and a 40, cantilever mast arm. After signs are installed, the lQles are to be plumbed, and the mast arms shall be horizontal. The vertical clearance to any portion of the sign shall be a minimum of 16' 6" and a nciliinal maximum of 17' 0" from the top of pavement. A standard type Iil luminaire mast arm as shown on standard pian J-1a, giving a 40, luminaire mounting height shall also be provided. The pole and arms shall be smooth tapered tubes round in cross section. The size of the arm where it connects to the pole shall not be larger than the pole size at that height. The lorgest pole thickness shall be chosen such that the pole diameter shall be a minimum. The luminaire arm shall be of the davit type. ,he top of the concrete foundation sh:,ll be flush with the finished ground line. The pole base shall accommodate the conduit stubbed up from the foundation. The pole base shall be drained by a 1/2" copper drain pipe through the grout pad. Leveling nuts on the anchor boits shall be furnished for use in plumbing the pole. All material and work shall be in accordance with section 9-06 of the standard specifications. Structural steel having a minimum yield point of 33,000 psi or more shall be used for all structural parts, and it shall be galvanized after fabrication per ASTM A-123. The foundation concrete shall be Class B mix and shall have reinforcing steel as required by the design loads. The structure shall be designed in accordance with sections 4, 5. 6 and 8 of the "Snacifications for the Design and Construction of Structural Supports for Highway Signs", AASHO 1961, as revised. SR 169 Half Bridge to Jct. SR 405 -110- 1 P',tmberino of Metal Ltimrnaire Voles Uminai res shall be numbered as indicated in the plans. Numbers shall be 3" Series C with Iuoinaire number five feet above the concrete base facing .he traveled way. Paint used for numbers shall be black pa nt, formula .)-3-68, section 9-08.2(26) of the standard specificat;ons. Cost shall be included "t in the lump sum bid item for illumination. No other compensation for numbering of luminaire supports will be made. Removal of Existing Illumination System Where directed by the Engineer, and as noted in the plans, existing luminaires. poles, conduit, and conductor, shall be removed. Such removals shall become the property of the Contractor, and their salvage value shall be considered in the lump su^ bid price for "Illumination System Complete SAS 2263". This bid item shall also be considered to be full compe,tsation for all costs incurred in the removal of the existing illumination. Pent The Itmp sum contract prices for i:he bid i '.ems listed below shall be full compensation for all costs involved in furnishing all labor, materials, tools and equipment necessary and/or incidental to the construct;on and installation of the complete ant operable illumination (or traffic signal) system in accordance with the attached plans, these special provisions and the standard specifications. Q Payment will be at the lump sum contract price for. illumination System Complete SAS 2263. tj 0 SR 169 Ha,: Bridge to 'ct. SR 405 -109- +► w A 12" length of each size conduit cut from the end o- a standard length Of conduit shall be suhisitted to the Materials Laboratory for test prior to Installatio form to appropriate articles conduit shall bear the label of Under- use. Every length. of rigid non-metallic n shall con writer's Laboratories. Inc. ins pub. no. TC 2, and pertinent manufacturer's �[ of the Code, Nerve Standard 3-9 7, p specifications for solvent welding Joints. Conduit installed underground between any two junction boxes and between any foundation and adjacent junction box shall be of a consistent type as specified galvanized steel . elsewhere in these special provisions . Conduit installed in or on structures, s ecified in section 9-29.1 I igh[ ing Standard foundations, and under the roadway shall a 9cna1 provisions, All other underground conduit shall a tE PC-1+OovVC ide- In f these spe of the . .,f the standard specifications . Except section q 1 and 8-20.3(5) permitted all conduit installation shall c formut0liEiny solvent cement will be standard specifications. Slip Joints specifications and articles of NEMA S +ndard 3-9-1967, Publication for coupling the EPC-40-PVC conduit. solvent weldin shall conform to conduit manufacturers No. TC-2. All couPlings shall be installed flush '.o +.he inner collar. All conduit ends shall be capped with conduit cap', until installation of the wiring, at which time bushings shall be installed. Liah�ndard Grounair round rod installed in the nearest umnnaire pole shall be grounded [o a erclad solid steel 5/81' by 81 , and Every L rod shall he coppe junction box. The ground roved bonding scrap. Resistance shall be bonded to the steel conduit with�hefifthtan o PP nee of the fourth paragraph to ground shall not exceCe t d25ohn ifications, as amended in these of section 8-20.3(5) of contract provisions, shall pertain tospec metal conduits and fittings only. 0 t i SR 169 Half bridge to Jct . SR 405 -108- i► 11 t the found,,tion shall be form constructed as shown on the foundation detail on standard plan J-Ie, except that anchor bolts shall be as specified on the typical davit pole detail . Anchor bolts, reinforcing bars, and foss shall be secu,ed in place as specified in the standard specifications prior to placement of concrete. Anchor bolts shall confrom to ASTM A-325 with 4" min. thread on top. Poles having extension shafts fitted on mast arms shall have r. 10 gauge thickness. Bolt covers shall be supplied for all bases. All bases J}� shall have 11" to 12" bolt circle diameter. All poles, brackets, fittings and cover plates shall be hot dip galvanized in conformance with ASTM-A-123. Steel shall be A36 or A53 grade B, type E or S. Service_ Electrical service will be at ?40 volts, 60 Hz AC where and as noted on the plans. Safe wiring Labels Tl:e Contractor is advised that safe wiring labels normally required by Labor and Industries will not be required for projects inside State rights of way. Conduit CEPC-40-PVC) Conduit to be installed under( - and, except where installed in a light standard or a sign foundation to the neE Est j .b, or installed under the roadway between junction boxes, shall be rigid n ,n-metallic conduit conforning to Articlec3347 on- of the Code and Federal Specificocion III dated February 10, IS=6, cerning "Conduit and Fittings; "ion-metallic, Rigid (Plastic)." Standard si'ed EPC-40-PVC sha'. 1 be supplied by the Contractor which meets the respective n-gt!irements in NEMA Standard 3-9-1967, publication number TC 2. Si,e and dimer5ions of PVC shall be as rated in Table 2-1 of the above noted NEMA standard. Conduit fill shall be based upon line 2 or 3 of Table 3, "Combination of Conductors" unless othe rvrise rated on the pians or special provisions. All conduit ban& shall be factory made unless done with c. iduit manufacturer's approved hot box, jig, and plugs. e SR 169 Half Bridge to jct. SR 405 -107- • Hnl; No. _..H-6 Sub Section Retaining Wall Vic, St; : ---- . Shed _ 4 ..- of 4 IN YIM YIOMs ,MFrtf �----_.-_ ,FP fl l�YF NO DPo;UPAON OF"TFVq SANDY CLAYEY SILT - with fine to coarse eeri gravel &-cobbles reattered throughout 75 1 ----- I' material - grey - very hard I tPen _ 100 I IIi $O I�1 3 1G0std 18" Pe TEST BORING S40PPED AT 91.0' _ .-.-� —.._N�ter_el�va 1 ns rith 65.OF AX a6.1' Water - - --� �� — M11dL_elevatiop�with 54. 1�F_-Zg_gO.iF _ •le._yt+nn. with. 45_no Nx 41 it .._.— ---I —.-- -Nater_.L1aYQLSOOa_1U,LG.LQ I — II I i I SR 169 LOG OF TEST BORINGS RALF BRIDGE TO JCT. SR 401 15 of 15 ." e Siule No H-6 Sub Section :etaiaing Wall Vic. Sta.- 1540 -- _ SIB j of 4 fMrrN YONR rtolqr - i ^(e !r !,Mt M')S� p[Yr MA=EfUI - 1 ---. __ SAND 6 GRAVEL - very silty ttne to caar•e _ St I Pe -Sth scattered cobbles 6 boul rl - grey12 _ Yety Bence Still 3 n ------- - - I I _ I —+wo I CO 1 r F St -- --_—_ 6 pe 1 I 100 pe - .._ ----- is ; i 169 1.0G OF TEST BORINGS HALL' BRIDGE; '10 JCJ . SR 405 14 of 15 � 4 r wnv 1. •- �.3 IH - Fick No. H-6 Sub Smi0n Attmlniag -ej&n.Vic. a. 15 St � 4o ,, T� -- ---- - i _Sheet- 4 39 21 -2 0 ta1stxer_y herd--- 49 6 67 7 125 -- id p 00 4n I I lift 1640 HALF DRIDIA TO JCJ . SR i#(),, LOG Of' TEST BORINGS 13 of 15 Lww� WASHINGTON nirn.l m m+ln,.0 tnrinrrr STATE HIGHWAY COMMISSION '^nr n.Jre Inpnrer rnm I. niWlnr tnrnn'r DEPARTMENT OF HIGHWAYS LOG OF TEST BORING S.fi SR 169 Se t.on Maplewood to SR-405 IJr Xi;W Job No. L-3597 { Hole No H-6 Sul, w,lwn Retaining Wall Vic. Sta. 1540 li m 1542+09 Cons Sec. 1734.E U Stati lMcet 32,0' Rt. �R/W� Ground El. 72.5' Typr of Boring Wash Bore CasIng NX -54.0r, BX -79.01 W.T. El. Note Dotttml Jmg lmaa:ctor Donald L. Nell Date March r 1972- Short 1 of 4 . .. j p(vre �atori � venn � snur T, — Ra fi r'lF I •pr. h ... ,. unlfi 4 1 811 —_- 1 Pen SANDY SILT - with r r �_},�e�.roota-�j----+---�— -�. --.— _fig! 1S material 1 -- _-- SAND -6LQZEm1e_-_silty fly_LOcearae_-- Std --- -➢iml denaa—___-------.___—_._- --. ---_ 71 . . ! 21 Pen' II 30 2 I I SANDY SILT - with acatter�d fire r —i ----------- ---------— . _ r ygj a _. St _-_----& ruat�etsina ___llgb:�J�tDieL- zrel-- d -- f 42 45 3 II I ii x �27 i�3 Pen' do fine-gmyel.e-'--blue zrtyc_--_har3_— t_--� ;� - - --- -- -- - -- - d26 Pen R 169 LOG OF TEST BORINGS iEALF BRIlleE: TO ICT. SH 40 i 12 of 15 F krvMiJ Nol� No. H-5 Sub Section Hetal" Wall Vic. Sta- 1540-. Sheet 2 of (1IfIN �M�WS 11Cllf LMhI '--- -` - 18 ryt It LUIf NGS Of XR'I1i0M 01 4wq l4l Ld 48 ens gh lit Drgv—n__ very hard _ 9 5 i ' II It 111- 2 14 Std ---- " �� 39 ♦ f, I -- * M...._. - 9AND_P GRAVEL silty fine to eeiiirseaa y 52 sid,', PnL ACy sect,. 7 mLi-Bog INGBTOPwD_A. 30_0l I' I I SH 144 LOG OF TEST BORINGS HALF BRIDGE; TO JCT. SR 405 IS of 15 I � 1 ,•• •' WASHINaTON ...,v•.,i Mn..u•. tw,laer STATE HIGHWAY COMMISSION ' """ NiOj I^�'"r^ DEPARTMENI Of IIIGHWAYS LOG OF TEST BORING S.H S R 169 Sect,, R.R. X'lag to SR-405 U'IIlgg Job No. L-3597 Hole No. H-5 Sib S.cti.•n Retaining Wal.' Vic. Sta. 1540 Cont Sc.. 1734.6 U - SI..IHM 1541+01 R/W ¢ 94.1 Rt. - Tyrc of Boring Wash Bore . Ground Eil. 106 _. p W.T. EI. Dry Hole ol! in, .etnr Donald L. Nebgrn p;,,.. i: Feb,50'Fe 24, 1972 Shen 1 of DerrH no . : i .erg Is Std I Pena _$BOI11Y SSLZ=Ylth Dtganic�ater at 1 _- 1 it -mark- ;runri_.y2ry Aofy--,---- - - � ..--- ---L--- . iAtiAY LILT--with errtterrd-Qite__Art+�+ do --- --- _ tree roots_- -_very soft 8 std -- - — _—. ---- -- -_ � 11 -PeI���EDy CIAYEY SILT - with Sc tiered _ 117 2 -� _ Xrav s _-.- ---- I i ---�-.—._._&.,r•.yt•. • .ddina maxi __ll t brovo.illz.--- -- 10 9 Std ---- -------- - S11 YSILT - NULLIcattared-fIno sand_ arts^■ _ T teriznDtaLCeddin¢_-.blDe_grey- h,r3_ _.----- 4 - Y ClAYT S-TLT_- rifh_scattered -- ._- .-Y1ne_._..--- - grnveli_h-gand-RarSirlga._-..horizantal bedding ._light br=MiAbL atif-_brdfR_bedd ANU ^TIT - ifh f 1 ,dAI - SR 169 LPG OF ;EST BORINGS CALF BRIDGE,' TO JCT. SR 70, 10 of 15 y i' V 1, ,. n'N [ Sb YEA _ YH.yy' b Hn1e No. i',-4 Sub Section iietainiog .Wail Vic. Sta. _._ ._ . .- - Shed .- 2_____..of ._.2... d IIH NO` �j I!f(16r I- ItNF N'JS 1 —.—_•__ f1F SCHMI(MJ O u AIfPAI --.- 10 Std - 'alb Pen —___--_ SANDY CIAYEY_Slj„�___+'1I�1.3Sltttered fine._-- - 122 4 _ s11tx..-fineaand`-.AarjL rrac ----- - _—..__ hard—to vgrx_iar4- . 25 �12 Std,� 15 5 -- sand — 41 �17 Std 34 6 i -- I --- -- —�f i ------ .. 17 Std _Pan.ti 4"_eend .lense 26,0' _ 75TFST mpi fiTOPPF.J AT 36.6' . i w4 S1: lFiy t,or, of TEST BORINGS HALF 9HIDG6 TO M' tiP 40i 9 of 15 ♦ S Lk WASHINGTON <kentl a Musu.h lv,lesr STATE HIGHWAY COMMISSION �^vr 1� eras evnvar yr +o Uiuna ron ..1 DEPARTMENT Of HIGHWAYS root +„ LOG OF TEST BORING S.H ti R. 169 ScI, R.R. Xing to SR-405 U'Xing Job No. L-3597 Hid, No. R-4 Sub `..,1i.+n Petalning Well Vic. Sta. 1540 Cont Sec. 1734-6 U Station 1541+60.0 R/W Otfut l06 Rt. Ground El. 124.4 TvM ,r Rome Wash Bore Camng 5.0' NX W.T. El. Not Obtained Inaj$,.(nr Donald L. Negben Date Feb. 18, 1972 Shell 1 of 2 OfV.11'1N if MI.iF.PI SANDy SILT - with_scattered yravala _ -_aid rue y brova_7taLei_eLilm- NILd -I I ght brmtnlah -grey---rA 13 1 Std - - --- --- -- — - } +i i I�-- t f � j I �io '�14�sid' 1 28 2 t i - CLAYb'7 SILT_- with fine send �I _ partinge and vertical runty brown Maser ! steins - ecettered yrtvels - gray 571--Stdr Pens hard ;12;-r-- --j-+�— - -- I40�_._. — --- — I i --- 2o 1 SR 169 ~ LOG OF TEST BORINGS HALF BRIDGE TO JC1 . SH 405 8 if 15 f L � c a.rfef � Kok No R'3 Sub Scctvn Retaining Wall Vic. Sta Shed 2 of 2 PtOwf ;.YMvtr UfflM I PMEII! N']f INYRIr "N 'E Me1fYq 100 7 100 7 St _ I Pe 5i 18 2 I' ' I 52 ^ `t -- — --------- 142 Pe --- ------ W ! 6 , —I —_-- --_. TEST BORING STOPPED AT 22 5, — I ,a I SN 11)9 LOG ON TEST BORINGS HALF BRIDGE: 'IO JC1 , SR 405) 7 of 15 ♦ S A ... �16 .JT rt ii . - __.1 ,. .a., ravel s e� y Hok Nn. H-3 _Sub Section attaining Mall Vic. Sta Shot 2 of 2 prrN rr ibis rmrtE i1 s,^Mnrjs �. DF%111000,or r. TMAt j e �1oo,7 100 7 St d ._... 8 142 P , — 6 ,! TEST HORRINDS _PED AT 27.5' SR iuy LOG OF TEST BORINGS HALF RHIDGF; '10 JCT. SR 405 7 of 15 . i h T ...... WASHINGTON t.m• w Br.Ore 1 nO«..r�— STATE HIGHWAY COMMISSION DEPARTMEN( OF HIGHWAYS t .rr LOG Of ZEST BORING S.II SIi 169 Scctran R.R. X' :ng to SH-405 U'Xing Job No. L-3597 H.Jc No 11-3 Suh ScAtn n Retaining 'all VIC. Sta. 1540 Corn. Sec. 1734-6 U 1.I.16xm 1541498 -R/W ¢ Offset 55' Rt. Ground El. 96.3 F)fw oI Honnl Wash Bore < .nmg I'D( 27.5' wr F!. Not Obtained im(xtdn Donald L. Neb6er Date Feb. 18. 19T2 . Sheet I of 2 SANDY SILT._- of th eCa. .nrrd.grAYei rnhhlra__- gun v hrnwn. he.ddiag-& voter Mains_.-..tree.snots.Sn 4-0___1-5ht-..F ey r hard 0 St T. i I I III R2- 2 , --- a ') SAND - ti1Cv Pine with rub Brown '! beddin[ merke-- Rre, - h011To * T beddiUw 3 St y very aenae. -- ----- -- _ ---- F SAND k GRAVEL very—tt_ilty .fines to.. St 116_._ __4�a.8taveL4_ssbt?le€_ 4h ss�tScrtd�uldat`_._ 4 : brownish to_llg_ht !ty_-_vePy dense ._ SR 1 I I ' (a OF TEST PORINGS RALF' BRIDGE TO JCT. SR 4(15 6 of 15 A � � Hok M, N-2 tiub ti.,n, : Retaining wall Shect 2 M (1(19N u,W- n. .n, ofx nenpN nr MAI(4,l 22 I — St ,- SANll=-ailty,._extremely fi nei_ff�y, damp____ 511,2 �� --- SAND - fine to meditgm, clean grey. damp-_- 94 T St SILT - c��iErey,-_dama �-- -- - - —_I 1 SAND - fine to%edim clean aroy. trace _IL -- Aver damp -- SILT - orraftional thin ine aand 180112 15 1 St 26 1 Perg rey.d°m-p­- ---- ---- St 10 Blaet aL X ; .t_eka -,ECC-a�^ 4o I 15 50 st Pon o o -,.STOPPED TEST DORM AT 40r- 0" --,,-----. -- 1,0G OF TEST BORINGS Sit 169 IIALF' Illt l UUi. Gu dC-I . 5H h`r; 5 of 15 4 j' WASHINGTON uwm� Mnnui. tntM1ta c=rr r., nna.. rntm..r STATF HIGHWAY COMMISSION r+:• •• *�r„� tm •., DEPARTMENT OF HIGHWAYS LOG OF TEST BORING S.H s H 169 %town So. 14—h to SR-405 in Renton Job No. L-3597 Holc � + H-2 Retaining Waal Cont. Sc-.. 173406 (41' Rt.) ¢ 45' Rt. G. and El. (70) (73) Field Mai IM 1540r(92)95,20 R/a✓f Uli.a 'rlTN.. of Boring Wash Bore C:,rng 3° X 40' W.T. El. (53) (56) Field. I n•IN,u,r Eugene E. Duvall Dal,- May 26 to 1970 Shect 1 of 2 - - SANDY-SILT _ .thYnly.e tzred�_1o9ps1Y—..—__ -- 1 _ J I (___-_._ r _._-414fed.$l'4Y41�_44b)?1Q4+-9C.CIIQ�Q➢Cl_—.—_. _—_._—.___ d r I .. iboulder.br-Qr9s__d00R-- - ------ -- ---- - ._.. ,ice: t, y P , F j U-l. SLLT.3e SANDAL SILT.- oCC6fl1ona13C1Ltered -.---_---- D T -td 7 Pert -- 4 H r. CLRYE� siLT_ - -- +• I,nq; OF TEST N- - SR I W) 4 of 15 CONTRACT PROV. SR 169 HALF BRIDGE DUCT SR 405 i I' f A i) (e) Soil Engineering Report. The soil engineering report required by subsection (a) shall include data regarding the nature, distribution and strengti, of existing soils, conclusions and recommendations for • grading procedures and design criteria for corrective measures when necessary, and opinions and recommendations cot,ering adequacy of s+.tea to be developed by the proposed grading. Recommendations included in the report and approved by the Building i Official shall be incorporated in the grading plans or specifications. (f) Engineering Geology %port. The engineering geology report required by subsection. (c) shall include an adequate description of the geology of site, conclusions and recommendations regarding the effect of geolof— conditions on the proposed development, and opinions and recommendations covering the adequacy of sites to be developed by the proposed grading. • Recommendations included in the report and approved by the Building Official shall be incorporated in the grading plans or specifications (g) ISSuanr_e. The provisions of Section 302 are applicable to grading permits. The Building Official may require that grading, operations and project d, signs be modified if delays occur which incur wheather generated problems not considered at the time the permit was issued. Section 7007. Fees a Plan-decking Fee. For excavation and fill on the same site, the fee shall be based on the volume of the excavation or fill, whichever is greater. Before accepting a set of plans and specifications for checking, the Wilding, Official shall collect a plan-checking fee. Separate permits and fees shall apply to retaining walls or major drainage ctructures .-a Indic.ted elsewhere in this Code. There Shall be no separate charGe for standard terrace drains and similar facilities. • The amount of the plan-,�hecking fee for grading plans shall be as set forth in Table No. 70-A. • i City of Renton Ordinance No. 1628 Environmental Provisions -T- I I 0 I (d) Information on Plans and in Specifications. Plans shall be drawn to scale upon substantial paper or cloth and shall be of sufficient clarity to indicate Ue nature and extent of the work proposed and show In detail that they will conform to the provisions of this Code and all relevant laws, ordinances, rules and regulations. The first sheet of each set of plane shall give the location of the work and the name and address of the owner and the person by whom they were prepared. The plane shall Include the following information: 1. reneral vicinity of the proposed site. 2. Property limits and accurate contours of existing ground and details of terrain and area drainage. 3. Limiting dimensions, elevations or finish contours to be achieved by the grading, and proposed drainage channels and related construction. 4. Detailed plane of all surface and subsurface drainage devices, walls, Cribbing, darns and other protective devices to be constructed with, or as a part of, the proposed work. together with a map showing the drainage area and the estimated runoff of the area served by an drains. y. location any bhildings or structures on the property where the work 1s to be performed and the location of any buildings or structures on land of adjacent owners which are within 15 feet of the property or which may be affected by the proposed grading operations. Specifications shall contain information rovering construction and material requirements. City of Renton Ordinance No. 1628 Environmental Provisions �6- 1 ti e 3oi.1 is naturally occurring surfieial deposits overlying bed rock. Soil engineer shall mx:an a civil engineer experienced and knowledgeable in • the practice of soil engineering. Soil engineering shall mean the application of the principles of soil mechanics in the investigation, evaluation and design of civil works involy- ing, the use of earth materials and the inspuction and testing of the construc- tion thereof. • Terrace is a relatively level step constructed in the face of a graded elope surface for drainage and maintenance purposes. Section 700%-,. 0radinr+ Permit Requirements • a Permits Required. Exccpi as exempted in Section 7003 of this Code, no person shall do any grading without first obtaining a grading permit from the BuildinE Official. A separate permit shall be required fur each site, and may cover both excavations and fills. (b) Application. The provisions of Section 301 (b) are applieatle to grading and in addition the application shall state the estimated quantities of work Involved. (c) Plane and Specifications. when required by the Building Official, each application for a grading permit shall be accompanied by two sets of plans and specifications, and supporting data consisting of a soil • engineering report and cn,>inecring gecloty report. The plans and speci- fications shall be prepared and signed by a civil engineer when required by the Building Official. • City of Benton Ordinance No. 16?8 Environmental Previsions -5- 1 � NO Engineering geoloFi shall mean the application of geologic kawledge and principles In the investigation and evaluation of naturally occurring rock and soil for use in the design of civil works. Erosion is the wearing away of the ground surfece as a result of the movement of wind, water and/or ice. Excavation in the mechanical removal of earth material. F111 is a deposit of earth material placed by artificial means. Grade shall mean the vertical location of the ground surface. Existing grade is the grade prior to grading. Rough grade is the stage at which the grade approximately conforms to the approved plan. Finish (,,rsde is the final grade of the site which conforms to the approv-d plan. Grading is any excavating or fl7ling or combinatior. thereof. Key is a designed compacted 'ill placed in a trench excavated in earth material beneath the toe of a proposed fill slope. jSite to any lot or parcel of land or contiguous combination thereof, under the same ownership, where grading is performed or permitted. j Slope is an inclined ground surface the inclination of which is expressed as a ratio of horizontal distance to vertical distance. v p ! r 1 City of Penton Ordinance No. 1628 Environmental Provisions '4' 1 , Section 7005. Definitions "?'Or the purpr3es of this Chapter the definitions T;ted hereunder shall be construed as sp:cified in this Section. • As-Graded is the surface conditions axtent on completion Of grading. S Bed-ock is in-place solid rock. ➢E r Bent is e. relatively level step ecavated into earth material on which fill i in to be placed. • Borrow is earth material acquired from an off-site location for use in grading on a site. Certification shall mear. a written engineering or geological opinion concern- ing the progress and completion of the work. • Cavil engineor shall mean a professional engineer reg•atered in the state to practice in the field of civil works. Civil engineering shall mean the application of the knowledge of the forces of nature, principles of mechanics and the properties of materials to the evaluation, design and construction of civil works for the beneficial uses of mankind. Compaction is the densification of a fill by me,hanical means. Earth material is any rock, natural soil or fill and/or any combination thereof. Engireering geologist shall mean a geologist experienced and knowledgeable in engineering geology. City of Banton Ordinance No. 1628 Environmental Provisions -3- i 4, it,-fuse disposal sites controlled by other regulations. �(. 5. FNcavations fo, walls or tunnels or utilities. 6. ?lining, quarrylnR, excavating, processing, atockp1114; of rock, send, gravel, aggregate or clay where established and provided for by law provided such operations do not affect the lateral support or increase i the stresses In or pressure upon any adjacent or contiguous property. 7. Exploratory excavations under the direction of soil engineers or engi- neering geologists. 8. An excavation which (a) is less than 2 feet in depth, or (b) which does not create a cut slope greater than 5 feet in height and steeper than one and one-half horizontal to one vertical. 9. A fill less that 1 foot In depth, and placed on natural terrain with a slope flatter than five horizontal to one vertical, or less than 3 feet in depth, not intendee to support structures, which does not exceed 50 cubic yards on any one lot and doer, not obstruct a drainage course. Section '(004. Hazards Whenever the Building Official determines that any exist- ing excavation or emhan',c-ant or fill on private property has become a hazard to life and limb, or endangers property, or adversely affects the safety, use or stability of a public way or drainage channel, the owner of the property upon vhizh the excavation or fill is located, or other person or agent in control of said property, upon receipt of notice in writing from the Building Official shall within the period specified therein repair or eliminate such excavation or embank- ment so an to eliminate the har-.rd and be in conformance wit,^ the requlrenents of this Code. f City of Benton ordinance No. 1628 Environmental Provisions a. -p- • Ordinance No. 1626 City or Penton Uniform Building Code Vol. I, 1970 Edition, Chapter 1, Section 4 of the Code of Cenral. Ordinances of the City of Penton as adopted in Ordinance 1628 as amended, and referring to the appendix Chapter 70, relating to "Excavation and Grading" on private property. CHAPTER 70 - EXCAVATION AND GRADING `,ection 700001. �Pu use_ Tn purpose of this Chapter is to safeguard life, limb, property and the 9- is welfare by regulating grading on private property. Section 'rOO2. Scapee This Chapter sets forth rules and regulations to control excavation, grading and earth work construction, including fills and embankments; establishes the administrative procedure for Issuance of permits; and provides for approval of plans and inspection of grafting :onstruction. Section 7003. %. rlts Required ^Jo person shall do any grading without first • having obtained a grar.ing permit from the Building Official except for the follow- ing: 1. Qr;ading in an isolated, self contained area if there is no danger appar- ent to private or public property. '. An excavation below finiched grade for basements and footings of a building, retaining, wall or other structure authorized by a valid building permit. This shall not exempt any fill made with the ^aterial from such excavation nor exempt any excavation having, an unsupported toight greater than 5 feet after the completion of such structure. 3. Cemetery graves. ri 5 II City of Renton Ordinance No. 1628 Env, ,nmental Provisions -1- 1 � •nq) ptmulppd by the Untied State. krrettry of [.,Nor, "Whrorol brine an of&n, agent, u, emppryee of the Urtilad -r dame with S,etion 107 rf she Looms� W"A it-,•.... .u,d Suter, or of any Slate err Trnttory, r whw vrr, whether Is perwn, r,...fard, Art ifll Star 96: aesn nu.u, firm, or rorpxatnv,, korow,ngly mail, any late slay. i%. FALSE STATEMENTS CONCERNING HIGHWAY orient' false reprevnutum ,r Woo, wport as to ,he rhararter, PROJECTS qud'.b. .IuanUty,rx rat of the material toted or to be uw.d. or the quaonty of quality of the, work Wrfnrnwd or to Ire lwdorawd, w In order w assure high quality mod durable cons,vct;on In eon- the oref. thereof in ronnertirm with the mhm+rion rf plans, maps, my with aplmwed plane and nee i6ratiom and a high degree of epn,hr itiom,rnmrae I.,o. ran of c.m,truc vm rm a„y high•.q nr whatkhly an KM U and rep"onum.m made by mginerrs. related proven suhnutted for approve to the Seorrtary of Trarw rrmtractors,egnihM,and wor►en in Ftderu-aid highway pn,leru, prrtmern: or it Is ~hRiAl that ag peraas caacrrrwd with the project perform ^Win ,, k...... lv u,drr anv Wow mtnvr m, Pals, rep,esem d,elr latwthns r weluly, tlunoughl,. and honestly no p,ssibk. uur.r, IAw rc;mn ••r fab• dain .rah the ,hm.t,,, Willhd falsifiratkwe,dfatortlen,it,enmtpvaentathm with mess, to goal rv. yuannry.ru rem of acY w*r h performed or to leeIwdurmed, am furs related to the pm*c is a ✓elation rf Federal law or ro,t,rtAk fumiehed or u, he lurmsbell, in „mrwcma, with the 40wtvenl any miwmlen&Wb& g regrading the sernru oeas these romtrartum of any highway or related pnrjrtt appro o it by the Sm. Yid umdar w te, the following notice hall 6e lasted on wh Fed rrta, of Tnnsprrtau,n: or real and hghway prnjert in one in more plate,where it u madly r aysi. ble o, all pntvmnel om ,mw,j with the pmjnt: "Wh,wver krwwing;y makes any Ww statement or fall m morn, • • • • ta mat tioA a, to ro erial fa an,t in y mostetrwnt, rrmfirate, or repeat euhnutied purxant I,, pmvin,ms of the fed,rAl-Aid R.,ul Art ap. f NOTICE r0 ALL PERSONNEL ENGAREO ON pnrvrd Tuly I, 1916 r39 Seat 7561.as amended and supplemented; FEDERAL-AID HIGHWAY PROJECTS "Shall be fined not more than {IQIXgI or huprisnned root Ire 0 Tetle IB, Cnn-d State'(;,A,, 'w,wen lo;p. reads it,folknrc than ye five yean, or both." 4 r r YnIPMYaI,arall�Orp In. I OLm S porn, m1fog IMv, 041f) 1 MINORU t11 Tlsr empbPe'. elarfsatio,. i 1hr for tnJl Ire.onr foods, wish (I., Le ,A .,win, (1) Entrin mdl,aipa the eml Prime's hair wa,r ell*„ uh and suppbn-wsi,o.d in fin:,, PR-47 yn„r ,, the raw and,whom appkrJow the stmuew hourly warp rate. The pay. urw -meal of work um,a Nu nml,v, Apt, add.linnJ mats" tall shnuW mdrae ryra' ly the .n.,00s .A mtpiny., and en.• ofoloostu,. r,gmrrd will III, r.lu,le.l ih«u,gh roo,.a..n, .d Form PWM rt.nlnhufi,ma o, litter 1 n,t, ',,A. and/or prow, urn Any PR Yi whir an.ndio,e.plaso.,ou, fdtsp benefit. paid n1 the rrapbeire, ir tash mat he ndnated 4 Nhrn tuG•muarn,n we oi,,&,d Ito umtea ter atoll mMna TMe is no grew did or nandauxy Item file showing 14, sk o,, richer a single mµnl •,worm[ work ).,ill by hunsell led ell his ido..eatr., Is payola sinus tear tun, air no may wlnnl, sep.rate mparl, for hmwlf and ,4, 1 he emp47re'.duty and sum kly holm worked in rah for es t ,4 his snit mnrr l.,r.. ISindI.,n, rri,dir,g venal ,.seine hewn wlh tm• ed It adf.uted i Vll. I;URLETTINO OR ASSIGNING THE CONTRACT (5, In, honored ,wd,ouon. mare and 1 '1 no jot-os,n. m th.. eer wan m appl.able t all pory 1s rh) The two, wages paid awerpt dinar.,mwaoird units an apprlwed Secos,duy Road Plan d. The tmrrwWY will voth tit weekly a r,,pe of all pay...lk to Y. The Ilnnscnn .hall performs wish his torts onsurnranw rnm the SWW badtway,depanwnt ro;-4,t englnaer The ropy .all be trot Bork smwaung W sort lea, than SO percent of the original arcaepat rd by a starrrnent stgmd by the enrybmr .or ;is, age it a1 r our., price, earepl that any item dnipaaad by the Suae iodllauy that she payrolls am ton..i and o,lnplev, That the wil '4l.<r ialty liars" say br performed by subcanam, and Ib rant umsakrd trreta ejr sort kr ,tan those deterentrrd by the u,.,utI of any aah '•Spatially furro" so prrfarlmd rest, be 4• . Saewtavy d Labor, and that the claaat6raksw not forth for Pact duete,l from the original Will,,"tralt prim, Mime rc,anputing the ISleasa in association, corfoea with Use with be p,sorrnelf Sub- aruwne d work mgived W be performed by the rnntrarinr with Safes.,of a srmbiy slaWtsrs whirls is requkn•d under this contract his a.n mgaiiratrm. by Ractane V. paragraph 1, and she Copeland Regulates, of the It. "I I.m,a Irgnnualtiun" shall :r enstsurd to include only daalat,d I.akre 120 CPR.Pars 1) and the Sling with the initial w,rhnrm ernpk.yed and paiel dire,dy by the pewse oaasrarsar and py"se any wsbagamet psyeoll of a mpy of an. fi dtnp br the equi orient ..,it or settled by him, with or wittiest operation, t SeWsary d IMbtr pursuant W Seetimt It/, paragraph III, stall It. "Sp o,iJiy hcome" shall le -rocs rd v, be l nulyd to week WfMY this rv4wk its: The printer rcrimttor sta11 be responsible that oN.o., h.,hl. g,..uLrA :,,n,.LAer. -A„ ,a equgr for shs adsdason el Copies d panwlk 14 16 ullrumtsc t rs The ntmn soul or,llna11., .1 AI l.id• ,'.tr.,iw, ..1111111loo .11. 4.116111 ranawr will make the",,odor mclu;nd unite,he lab.,,standard, to tad ore the ,nm,at a i ovh,A, and in sr,rral an o le hm.tell .kmses .d the ,rots, avulable Ian mipe,toel Iq authorued rep to I..,I ,ceopnrarno, Mi the overall rosram. tearrarva o/the Star.highway drparuni,nt. Ihr Federal Hghway 9. in addition W the SQ percent regwcasra lit lonL i,I par. MsiaMmiew ana the r*P m o,nl of l•al'o,ano writ Irm.is aurh graph 2 atone,the tstramr shall fuenuln (a) a rn.nptrnt wpm aeprmenWwe,to.-ntemrw ompliwmil during working holes on to oote,do to air foreman who is rrupl."d by hits,wl„Lao full.oho, jab, try ter .brat psirfonnurr of the week in ar-Maw, with to, or TLe wage, d 111 shall be poll) m Irga! valor o Ice Lin wa,i .rqu,mmrnn and wh. I, in Jurq, of ill ,m...r,uwour Ualwd Stash+•ev,p that this to o:.tum will be u,,.d,md a.uabrd epnJ!I., .d ..h„ l,e,fnn... the —,k I and I, each if pays,er is made icy namable cheek ten a sool-w bank, otuh other d hie - naa,v000 ,.,IapalniuY and rr.p.r,nhdey I...too, may be rahrd readily IN the rn,pWpe in the III Ionnnunn• (oi .awn, ounaernenl, and ....... .ten. rrvuo) a the Soto high the lull vvulu,., w,diwt dir.x.nt w I,rllrcti..n ehugr, (d airy war okpanmevt corrral ng o6cei deunstin<s is mraatay W srtm kind Where rhrck. sm uwd (ter paynrrt, the hoc tram, shall the offnrmu.< of the cslrwi snake all nnewry arnngmwnu Ite then w he ,all•-d and shall 4. The In1,lr.,1 .auras uµm .huh the NI permne requamn", pro asarrnalam renaming woh arrongrmerru rl forth n, pwru rapt [ u the 1,w1 of rmvria6 I. No kr d my kind shall he ..ken air aceplM by the I:o,l. and n, rule, .1-11 pit alai.n,•huh air m toe polo hat d m lo.w.vd w air talnr any of his Woo. fawn any pens a a cmdianu ail ty ifI. ,ou...... ands th -I"', I pin.won. rspWyroagt ism it., pmfen ,. A,., L•,uu I-, have b,„ selr,md ao "Spedahv Irene too it No Woortn d all I» bared fw any tooh ward in pedurm. Ihr ,„uvu+ err luo d ii ,,on in the bpi,of Pnrvisbns, bid urg these reyaetrvr dune o,trept foe rrermably avodahlr fur .r srhrd'd•. „ r6r..Lr.r o It,, I".bait d., Imnns dames lhaeW. h. ... to nn..o ,of 0I ,nntrut dull le mblel, .,,cord whic- h. Rwen m.pk,,re .,e the work c,rvemd by this r,mva,,t shall woo duµ.wd „I ru.pt ...II, it., Ion"", ,.no o, of he Sale h,gh tr paemtwd W lodge III,.,I and trade whirr and with -horn he .a, depot,e.r ell I.:mru=.u,s ofi- , ,,hit au,hori,,d rryrernmme, rknet,and neot.rr the rouUu On, ten bat agesft non his I-Plo%ees and loth I ant ,h,o ewe; droll mu Ir lurnr,vd to retry the dead, dier)y te ind,m,tly, mgturr a a orohi nn „1 trustier wont motor en .f any gn.....lnlnv for the ;ulhllnool of he a.nwact. dad an.aNAq'ir shad Indoor. hoard or trade at a patuular pine Reguer f"I I,' o,....11 L,"I"I" a.arvn.-' .,,hernw duper of any or with a particular Person. ,,ion.r,l :h. I..+.lit.,, d,.11).,. I., .orn.a.nd r.I,r.,pwed by (a) k No ehwW @ball he made tar any laap,elaliun furnisrd by It oho woa that the .,,, ...at..... +huh will irdom. the wow* Is ,he attenuate.or his agents, to any person employed M the w..k partusllaty nprrrrrurd v.d agupkrd tr nth with. sad (b) M f. No kadividual shall be employed u a letorer oe wdaan k to, asrnwe by the roatrasat that sore labor amadab Previsions snt !hi,cwnart swept s a wave huis,lout this shall run Ir(Woor),-of firth in that rontrrl shall apply to labor prAmmted .a ad 1raAt or pafthic she mnW of team, trur ks.. or ,,he, rq,nPwni I,I, ,.,ornpawd M Ito, ray".., 'aGrwusoa' Vlll. $A►M; ACCIDENT PREVENTION VL MW RO O/ MATERIALS, SUPPLIES ANO LABOR to the pmf,+mamr ell it ....err 1. It.. .....t' . .n .hall mrgy I. The pnwiwts in this srctkm we applicable in ad conlrats ..,in Jl apply at lr Federal Slaw and kxal how,vmmang afNr. ,WSW aasfata far 114rnday blow". mad conoau tnw-it heJ•h sad Wlimtarl. The .strros shall provde an mi*6uw ,, V � sigh flail,psavdad by tea 11,0way Bat 04lsiur Alt 14 solely Illinois and pnAM love egaplM lidnl " tak, my ser teallad is,s shift ad. a two,in his men motia bebfy, w is, she SWte highwq deperf- _. The NaaSCI,r,,had alealMia a second of the tmai as of ad own, eivaratmg doer relay kotmotinr flow tabM m wiMY W smd61,SSd mppllr pa WmW In,will vrerpoistN in tit rah, pnonI the We and hi ahh of r.nplovism eat lose )A sad Q/Monty, aaad aka d the quisesto m of time apr44L maWr" and supplier M ,fir public rd n, pmaot StpWy in antsrdsv w1A the pit Lard on Fnmh PRr47 and in dw unit,down Ilpom rnmploelum of f,omosoe of the web nrvemd by she resets. .he eautslul, rho inn cal, logeshsr with the hold labor rlmmary It a a oo down of this inserters.sad"be t*Sd,a aalShc6 ,rgmeed in Sr,tere V. paragraph e. t,m,,f, shall lee ',,,soma u1 d erh sad mr.t .Wmd law pumas W dua realm."the ` this Stets,highway department meriting rrigir.vr for the r+royml 'In , fralar and any witx m.trarw AM sat .portis any kbaer ar Pon, PS-47 on arorduv, with lnstrwtuool .11whed theme• wrhensr cmplorrd In pehoraarr of an,eearara W woh IS ow- wlsirh wO be furnished fir this pu,poxa op.n rniurvi 'I he 4.%Auo roundup or units wohinM emW dom *Irish an aaaMtlat, ties for she killed ;tmw @ball be rep,.rred t,parawly for r, rlway hatanWna,n,dangrmue to bet be"nit'Misr,in d +elder wit tar'sow tam.suer it)feel kris u wa.umA J ,M the,.n,erl;nr .omtno Lion safety and health waduds 'Tkk 19,(:ode of Festival of the emutry. Rrgularris line, 1916, (annmly ►art ISJI, a revised (lisp liw Ikrm a 1272 r,av a-n, 4 f r } { Cgryyp erapkmd ad idwdually rcga4red ,n • b,m• fide 129 t:lk Prl 11 .d ,he acutely ,d I.alwx wan! where., ,n. gPp,vruasaN program rfpaured .,ill he UA Deyanmant d rrrV,artd by mlerrn a. LoO,x. Dillow of Appnntwah-P ,nd "a,mnq.. or with • Stage f. zot• r,rwfM: am r a{•nyy raragmrd by the bureau "I ',2; • beam Crh r„nrrrtm rat wb,rmtrar tw oull Imrnirl, raeh • erY a r m.wsht rrntrrr oniarit resided, .aStrur wvh in hit are 90 day, d Proba'-- e{n'•YrynrI, •r an ayI ,Haman, b e agate oil u d-4 w I",Mine sp- in Path an apprWaahfp peogrsa,• wbn t n,t indoviduallY rcq,* rcgx,t to the wa{n pod rah d it emph,Y tercd rn the Ill, .am, bu, who hr Iran nmfrd hY the It"s Pr,nticn and tr,inee•dar.rilred in d ,.wr IV,.,ad bypust"Wh 5 and 6, d Appertr,adW P «nd w1Phmm and purd.) ats"di r.n wwi l ,Ayp, 1+/'the ,Te' aW Training.le•ttr """ll .edr, 1.m1"a. rwMn appropnwe) b M rbq,bk Iw pr+xr,mr• m,,M>Y'o land Rr,nJhalth dunog the " the i,ate 1. °rY�Ir trrP,r we in, appreMin, raga. *.. shall /x ficl, J by b Tnaar,: Tr•in«r.will M prmrittd o. wuh r wah warn I.y ar, a„th�nzrd ills.rat wprmPkol •d Jar Urmttrrac rat,and wb- thsy are bans Ad, raxr,s employed pumas• 1" a Pn„ram ap l., ,,r wha .uprrv,r.the aYtr,enl ,a waan proud by tla U.D. DI pann , ofrn Labor. tP"mrr f,n Ad m xa mils mucra n,rr u , ur J,r ,rrtdluWm rt hxrh on I7 S. Ibp,o, e thh ntil"b'P and 'I rd u Ld n .s �d ,n III". WH.14q .r tar Woo"e'di'anmr aPlrt"' tm the ,mn, Dure,u d APlram nore,l at rrru ,A(4{„wnd I's D pertwnt of 1,-lx4 Form WH.747,w oa Tr•wees (►roVnn'_.al Iwpa ,+ L Appremlm W _-_- _ _ - - mY fonu wnh den,,al wndm{ TrarponatimP S. Final lobar a 17: A(rprrnuaa• •W trainees wxkmg under sWrep nr,,h,p and _ the skill training pvWr m whkb hove bean rertikd M the SP retry ill 'I he,untxx,r and era wM.mry W hall illyma �� .otng equd rat. 4,Yroent opp,xmmty m cor- „mryaaturo 14 fill lumnr:q a.umtrrary d ill tarbpast 1 rw,aportrxx• r V++^: P he total h•un wombed Sad all total ,outrun with P.der,l-sid h!ghwsy rowtnx Wm DroRIvn1 are our r,g,till rM.,xnpleud project,, I w:)ject to that req...remera d Sretwn IV.Paragraph 5 rdrur. "Ihr rrxtunt earned Thi•dat drall Ix sotgor, M- 7 as Ntlr II* dur "'Cht trax hourly wag raw fw app,enix to roil uatwes ur.d,r departarru r ndeal aroltom rt'VI!her eel nlurve 4m Maur"Sad 1p, aq Such p,lrgram, will M ruabhshrd b7 he pan,auW yrv.gram oat relic pw w gag. phir,o& fhe p•awfdwe d that yarsyraph •ee aw ,ppDAhtt 7. :)veniar Deyadtrr. " tort fill moicr5 blow*" w ewtrw frasard 0111117 alb so"'el""Ir,v wb,',rntrrur eonlaWtbS for any Part of the fund, prwi kc! by the Hfgbway iru:5eads All of INS, St ,onttan w,rk whxh am room tire tavol.e the an,Plnytrrrnl d roi.ltrd, labrtion, mPkaSIM w•SUAmm mat g"id. (iacld {t OW-- t. rod uv,ees detaiod in p 5 wd 6 obn.r) shau nW�r 4' PUl----.r.�P� r d the urnurt,the umtrrlde aaD O"Amb b eat perrrrn anyhK follow.is a ill FAA ,� rr, caw d the some b4 twM depra. 'wrncunS1 ry trwtag weak m wawa ba h >W A aMd't !awn m sop tSMadu dW w for owr of katy W"+w In Rh 1 arm v+ �ny workpad do rraurt, •rerddcgw w•rke,eek uoka asb Ywn.Srebng4, wurhsuaa gwm,d W. god rlooS sam, Iw lateral, rnrra• his care•, pa,aadw a a row rat low tar sae and yna•hSII lwe+ nm.emm# was phrygg w +bit par&' m the Gdtuwint ue• t bar,M wrrhma+r and guard' em ha boar are d!a►far aD bail aohM i sea of o1SA my raleadrr dSP w is gala d hrtP►ola•r tl,b raba•ak, w torm. . TT,e und.ea,Prd, contrriw s tar•Sr may i _ L StdraYaa 1YW7 be tear � wtltl � _ __.. j{r�i`W nil lea to mtra --." .._. ,pal No I w latm .e (r tlr eves—ol the ,rare nrchan,rr, yµrny vub, memo. �ap6 7, Ik SprwMtwr ,ad rap ,raruatra for haprwfbk herelry rnnand that A Mann-• ' him w W aaY wbeoaurbr Grp S11d be WN w SPY aRoead +,mPluy,e for 6t unpaid "a1P• "rrhnrn .nil guard•SS9l°7ed q nit rb PAX'It.bow pad O b,+/aur ur gad trthrrx•IracPr a u be I-ahb.u,the Iwrh rinmq w.xk ud"lb mm"at (f+fig/ +ft" (h 1m oar of weh d,me udr' c„ntrr t G,r the wM,. at ates lux kw am sow wtl'Eby r �p�, e,•ach dkwkt I,w suck teni. Sob a.b .SI g j�babla,... a,eat" Si naha. ud that the rwb WAS /o 10m sag (batybdSd drrrto ,hh 1, idl and boor,doura bNl M mrrhrn. aVPnnrhe or "SilloS l P'S MM M r wgq, aMbwtk. Av'� a�IY Paper: b each ,nd•�idrwl ISbmar. (nnh :n tar �.ntrarl ur rr••Ial�psug`Sss p1aYM,r w,oadnaao w marl m,pwld in r�,latmn d the,bar rt fwdl Io ,he worn rate P.,d prragerpb 7, ,,he fiord{IO Ina rah,almdar day,m whwh,w h 4,gnat"rr end •„a el k tyM Sur rrqutn•d v rd . ryp, n.wuh ,r.re.eat of fight hrmr, • e ar IS pear n d e r.,,rAgrd rrekwred rI `.Ali, h+wn witawt p•y- S. ►ayrdh,rod LN>� Pales: worst d rhr wePime wase, required ,v tha ,lat.r let (rxth in _ ... IbStaS nl p Milo a. Pamr16 sail 6wc r,•xd, rbtky patopaph 7 .a,ned Aar nog tire rwry d rM wart ra0 ptastaaeAM applooftift her a p� L ryP-IW_ r!r,a� M -*d!�' vrtt, three year, thrradtr Iw aD IShw•�dw*a of dig WSOL .M iwl• tlghwaY J'Tarbrnt roarrrrtnq ufkcer may gamma wrrhrneP aW(1t/dr rgafy bdd a Pal• W he lithlOd I"" If. c,.wr.Px So much d tM h. The pgrod neo,i chSD a111t1a Sus+ ttwaa•d payara4 a ad,W,* r may I. rrmnrknd rat,rr•an to nu,A"ad addrSw d clot gwh otopM►w. b warm, M esaw gttds�ra low bMraes no hare., l,nr1u41n9 aw,nnoreat and tatwall au,d pay (f9rwdfllDr of �,!! rabagta r gored• nopker, to ,hat rmur„r •v v.Y nrh,:,m the typal 44111 w lwllsa ddortho garb aMa hoar to ar roof the hill am,mm nl war• r,q.,,d 1M the dull and wr•kF Samaw yy �DSuwry d ish,,,pngoalM 10 t ill fulun u, pay rp taur'r: fir.ham. a„ual waCs pSMof lbaltR 'MAWN" rwd tryr+rl Sur.hmu,,u rxrd rmPl ryed &nfon IV,parapil'*,ha flail dW do 111111110141 M _ m W Aiod m d r do d date wnh. all ur Put 'J ,he wage. ,x tmrb,ok haddo ar aa,aat of ON eels amoabh' sajtlabd b,taSwaa,dr fug o It¢waY dePr,mrxt ,nntrr Hits m pirSt woom broft under•PAN` w bd m:t dam am,SAW twWSa Iwlw ,,dr comrrtor. lake e,•1, x,Y,n I,b,12)i6) d CAP Dwk.6taa Ael. my b gaasalt Idols iSo d ha"6an ,d rrrxds which do door eewatfgasas lP NerhM Asa __..w, ell"tbS k.IS ill bM tlr pfaa W boo 00000� w's w file I& W M!q ��1Mr•ratiasalag o�R way nub tI tgMxw WMAN1l6w a sciaA.ad M06,did, gw eggw Sur Srwrw anal w oar Send gas loaoSul Y�y!!.�',-,,';kl�I_s�na�M,o��iw• w of mum �wWdNM,hao MW seam►0""' Nahi'd g Ndl Nao.p^r Ia'^ew'� add or saor 61"WOW Sr S"A'So mm"'gaol laws r +f w A Y iw1r Y daloDdmA w oisd d I—— l( sa�imrd w-bib his Pasta t110104 •(eat ►rPwdrd a df ages lad -dal data W a,athw �in r� w fill* Sr p"W"ok A. M o dies Ydw id�M alma+as Ml ai+wd r4p so "Wimpwow" a cheap of �• via ,�ssd.drr. (9g fJD.M D)r ParmD ae.hib aS sMM/eraw l��. � I teatpy=rt dt (:+Flail ddtw aer•rhaM S wd+olirlal 7 arm as-ltfa !ails f.Igl L i n..a_ federal Highway AdminWratin to be penimo, a, •rennin may be alleged it, •no berw,.n the omuuoe and .-e,h lal..rn erneplimre ,y--h owl' Regulations or dirernvrr. Whrrr an, info, and,.,,han.t.,and the war•drtrmunanon drentnn,hall be proud traitor. rr,ju.Id sf a umtau.Vw u m the rarlarvr P esseuum of he the ineirrtor at the atr.d the work in a prominent place whin another who fall, err r.fusn to furnish ,hat mfe rmatnm the e,,n- ,I ran be easily wen by the work... For the purer of this,louse, trwo.r stall c' rerbfy m ahr Stare highway d,panrrent, or the newly or nest. reasonably anttrip•Vd under .-tern Feder,: Hhghwoy Admor w-'., a appropnue. and hall set 10,1+2, of lily Uavir-Bream At,on behalf of IaMrcr,or n,,hanir. (,rth what effotU it has made V, obtain tLe 0,wnanon m ...mtdrnd v:ages paid ,,nub lb-,,m or mrrh"ir.. oh)"I to • S•ortums b.r Noveroarrhanre In the rvn[ .J the oon.ar bra. da pnnumna led See aon IV, paragraph Re, hererf Alw for the If tier.on.plian„ with the noredi.nndnaorrn p,,,e,noru of this rn. V'-ry•,r of,his,.Isar., regular ranmb000n.tootle or.,cats ituurnid tract, the Stater highway do pamo.nt shall ntptese w,h ron.yut fox,r, if an a wnkly period under plan.,fund,.or tnogranes,Ise y tkns a It or the Federal H-fh.sy Admmat•alton may deter a eertng the panietelar weekly pained, dn.ned w be coveI our, se be appnpnat,, uu hiding, but not bmit d to ti,ely made or incurred during starts weekly period (1) withholding If paynrnU w the nrntrutor under the 2. cladfratlm: ntraft unfit the-tmvw'vm roonpLn,andior a The Seat, highway depsrtrnrni c,mtrutiug odierer still (2) ra"rellatum, tonnmar n or wapnsion of the cosetrut, mquirr that any class of laborer, or marhmin, including app•rn- whale or fin part pun .,it trainees, wh;ef, Pert listed ow ed in the w dU, rotwation dA rn a I. Inrmy.ram... of P,ovtsirrm. T he mntruar shall include the and what h h: it, be employed unit,, the eomlract,shoo be dwilied t pr-n.aon 'If tin+ paragraph 7 in Perry subermrrut, including pro- P-Wufird u...f......ably u. it, eis,rr deter.....earlier,and a overt ounmea.. of ou,r n.6 and lease,of equtpmrol w.lw taen,pt by 4 the .,non tabu. bull be rat, by the State high.Ay dryartm,ni g the ReKulara.ne,.r drtre u<o irueed ransoms theretr. The grail crrrel,aotin, nlM1r<r m ,he :. ...... of Lost... for malt take wrh rues- ..dh rrrurrt m any tuirontrutor In pm- h. In .he event the int,,,,I,d putt, tmoot aarn on the rams ,it as•l,r Stake bieh»ar deepar".-nr .,, th, Federal Nph»uy proper rlwfi,aw o or rcrlwifiruhor. of a prerUr,Ju ,tw ed 1. AV--oltrabon may she„. a, x err If •rdvrnnT .,oh ryn......m been and mnharin, tnduding wpprenti,n it trairrns, to be tn,lucimq sam turn for nnnnunpl." P,,,,dn:, h-:»e that, used,the goewn.t sorcomp inied In. 1. rc m ron.nduhm of the Starr A fin ties r rot s romtru for Ise,rmv mvoh,el re. it ,.,hrew,'nP0 »alb high..,dr,weo,nt rnatu,Coe o9h rr tY,.:l f. r,O,r,d it,the Srr- litifatem %irh a who a,avu.r or suppher a a ", d .orn "to"for final drwo,u-.o..;.. dinrtim. ,he ,,-eel,00 I ro., nothing the Stu, high,, 6olor 4. part of hinge R ,sehw ..It tc rn.e. rot" .nh bnv Ilion to Protract We inan•st, of the a ilhe Star, hemi,av dryu ve•-nt rr.mn-ting rd&.,, ,hall State, and, -,, add.p:xr, the ronf,.'o, new, reghunt the United regwre, whmner :he mmmonr wage rate pmvrded to th• r,m- Stain to role, - o s.u'h ill,"on to pr+deat the IasmU of the brut for a elan of laborer. ,r r,I,,hanw. in•ludo, a ling, benefit Untied Stove high a na( •.p,r.rd as an hourly w.a, -ate and the teems. - IN, NDNSE®REGVED FACILITIES r. obligated to p.y es cash equivalent it wrh a frio" hrr,rfit, an !Apphrabk to Fed•r.l aid umatrv,wre rce vub and h,mrly .a,h equivslen, dh%,nd to be mabbdhed. In the :vent the wbrtmtrarU ,xrr,slog SIQ'Mi9 whuh arc not lme,eot from th• interested parties tumot aq,rr ,poor a tuh rq-tivalent rd the fringe F,y.al (m,ertumry Maur.) bto fie, t1, guru cane u,ompis hied b, d.. ra,.ndwndatk,te led the By wNnimoo of that Ind, the ex.I utism of this r,attrart or cab- •,o.,..rnn. ./fire, Wall 'w referred w the Sve-mars, of Lab. for contract, or the rorrwUmeium c: that n.atenal wppiy agrermeut, A..rruu m.Alir a,apprtgaate,the bidder.Federal aidw,utmaion<..twinr,sub b If the n,.t,aet", tiers .,A make payrrver.0 so . trurre or roes,or ,w muertal wppi-,. a ahyrpriau, „n,h,s that he other, third person, he nay tuMider in put of the wage of any drew net marntatn or pr.,,-de I.r )us emykryers ar'Y .gregaord is laborer n,rnrthanir the or ol any omo rraarmably anti,sinsad arbor at my led he. •tableahn,en U.'aid that be Mr, not prnn-, In ,vre idiog herrhU under a piro w. program d a type ezpnavly fin mq.l„yrn rat perf I.... ,hear w-rvi sea ai so" 4.,ton. -order his lined to the wage drtrnntnathm decision of der Seerrary of Lahve rahL•nl, when rfle,geird fu,bt.. air mmawre,d. It,. ,rmfie, ehrch is a parr, of this contrar,r Proved of, Aerowr, the Betraury funther &u he will not maintain air we-ed, for he. e.npbbyra .r,y _I I.al.e has found,uprs file writs"request of the contractor.lbw the applicable standard,of the Davies-llut.t Are tsar Iwo mesa The ript tit hr.ddsa sir any rl h. min,,,nunU, and than fir will pV mA prom-. nu crq.kryrn e- ytgned throe servrn -. anv tir He Se. ls, ,n Labe rose se the the rontrf k ha set grad, in a u,drr nn ,snunl. where seweeued fu-G,io we .naintainrd He separate uumnt ash.. fro the mesons ed nAlfguiorr ..it,, it, aerie. yr,. a breuh cf that ,,roh,azi.... u a v,Jaw. If rb, F.q-W plat, or prognm fgryurtunity rlu.. m tbo, -.rmtrut A. uaid m ohs, tih,ation, 1. Paralegal of Raver W.gr: ,he um- "yegrrg.rrd fuhht.i" mru.. my »uonr r.mh.. w.,tk Wh,k Ih• rur-oat..-W,.n are the minimum roar. t.gntrrd area,natn.mu and wahrno., scou ram,and other ,army area, he We ovoru, to be paid dunng do We th-,w rot a rrprrnntatwn umrrlor t, le ke,n.., and nthar wow +, Jrewng It so, park that la•isr can he d tYned in throe rates.14.suosysiss,in th,mutes t -"f lan,droeke.g founuwe, ,,sari....or•.lertammm-t sic-ea,.tan. pnr,d oil be allowed or auahorieted one ,awn it the payment of partuirm, and boon., futility, p,e,,.d,d fro huh are wqa rain 4r eca,w of Won, Bard Its oil rsregwrd by r.,.Lrn din,tie. ,r are r- fait rgngaud on the S. agf Tx IIfraSsaaw ♦ 1 L—n of race.crud,.nl,A.lee nus000ll origin,betaur of habit, k.al labgy r 1 tau,m or otherwise.He agrees that I except where he hat obtained • Appm.t(rs,ussdw Pagnr apposed bJ the U=S.Dgar► ideaseaf rartrfralsom front proposed .obeomtrarttn used inaterliol wilt of Lahore win be pttoilW to war,n aadt wog wYaa dwY Anne !,! ,"It,, Iit Waif. tune peiiod,), be wAl .brain kkntkal remfi- ref cared. tndniWrUy, under•bon foe apprnuuical pIa/rr satin• from pnpord nownistnrter,it, ,,him[ wpph,n poor It, -r4ktered,nth a Stale ry,pwtMiond4 panty.MA is retaV I M ore ward o "drontrwt:her the tamwm km of mwerfal wppiy the Sun"of AppTmlieuNp W Traisfat LrrdW Star Dgprt• apererwnU, ear erdireg SIIJOW which an nor arerrorofr ,npt ("an the error Labor,we if m snek neep�d apwry data Is • ;; prox,osua rd the Equal fb9pr.numty Asoie, and that he will recur. unyky a pnhgran nnre gfid wllll dw Sala•of A/prmdouk*aid w rle', carts ratwu to hat Ales Pruning, Unied StrMa Dt9asbtrM of(.,boy 'T'U dMwgbk ,atkr IV.I PAYMENT OF►REDETERMINED MINIMUM WAGES of aRR'e"'i°a'he fungal e°'is my ask drNuNa"1'a be 1. f.•aw,l greasy Was Ow rook,prwNW n this sir. ww a n bale in work Instant iraaor the i ensit for low Aq saa0, 1 Saw an A.1 met honor wit laht.en rrapbryed o, wz.akmq option the as, fill•roll w an sepperire saga raw,cab in was a UYnr a drfrrd -.1 die wish wit be pad mr."he nARy and run Ina often than one, in subparagraph Is. of this pvagrapb age In not roglUelud a!boys, a wetly,add wtlbut stmoegrw drd-lion.w rebate on my u,mrnt dull he paid w ware raw 4MmMntd by doge f!'aatary o labor. (ratyi nth payndl deductnwu as am permitted by Pentla mn, is. for the riaa,hruwn of wars his rtWSy ptrtornow.The roretrrlos V used by Wes gerretuy of Labor under the<;npeland A,t '1q(.FR or n,brom,wun will be required as frtmpb in Wt Sw* highway Fort 4 ;r the full ataaw•u due in rime If pay.set ,omputed at department tminrnag oft it wriwals rvldetn of do,teg(rra I wage tat,n ka than our umti ned in the wage datnn....We. of his program and appnntr n a wall as of do sip Mager aw non detknro of Wr /nnUyy o labs wh.h w Wreathed here,,, met and wage raw, toy the arcs,r<tmstrwticen prnr to owing A" sip. nude a Fait basal!,mgwdkn el my c,mtrwwal nluionahip which prentu e.on the -nmrut work 'Idea Iran "appnntke^ nnaaw (1) Rtnn I-3113 dwy $-M 1 v f A Prettier enrybyrd and i.d...dually rtShterrd in a h.,na fide 129 CPR. Part 3) d me` ger etary ,d Labs which an bongo ;n.ApPrtntvrth:p program nnstra wnh Ihr U S IhputnrN of cum .,rated by rdn<nce. Labor, Sur., ,II APp.rn,u,.hq, sn.f l wnmg, or ..in • State 1 Wr•ad7 seateaeaL• spl,rnterm,p Wen', mormxed by ,he tlurean. ,r 11 in ill. fins M) If., If Pn ha,i,m,l, rn,h" ,nt at ai r Pwh u,nerwtor or .ulx,n,trattrw .hall lunuth rah work a{q,nnn, nwmem so the State` h' a .Srtrttln,. I. n"I'll"I'llAnapprtnurrah.y pru[run was„ ,. not :ndn mudlr re`g„ ufhw y de I rodent rng;reer with lived in the ino,rm, but was. has horn -embed by the flurrau Ieepert t6 the wages Pw,l each of its mryloyre-, lincludiag ay. of Apprrntit•.hip and 'hulling,or a Stye Apprentweahp Ummil Pnmtu<•and trumea described in Seetim IV, Pu.gi.Ph.5 and 6, r, bete appmp...... to tw rborible(w Prtsrlionary empkrment as and wauhmm and guard.) rdgit"on work r.rverrd M the(;Cape. an Pprr.'I" land Rmdru erns dorms the preceding weekly Payroll pennd The b. Trainrn. Trwnr•I will be`prrmivrd to te,rk es soh wlam tateroml -hall be` tea and by the "mrrwnor Car .ubnutrahs o, they an bo;,a rid n e tram-n nnplor cal puuant to ... m ap as,. by authnrind 'it"" o employe", III w n . 'be tunoatw bro - proved try the C.S. 1)r aerator of I.ab.q Ma, Ad,sinntra it..... what w{• tics Ili'paylre11 or -W- U>ntrwurn and wlr- P Pr,wrr a, ,•r um.• tar he` Ieni4cniuo set funh un (7.5. 1)e n- titxi.. bureau of Apyrcntisasdiip and 3nio.nS. antr G anio 0. Appeauicm_and Tnreas (► u ni ,.1 Labs rm Fn W if-'.148, on ,he woe rrni:iration appewirnt Inv the E'.s,- s �!"rresen, re.rrrr'If"I 1,6 DePanmenl of Labor Form W11-537,or on TtSrpnW1�asl: - - My lom• with Identical wording. AI-✓rntlrn and trwm,ea ..eking uahr appeentire hip and S. Amid Labor w _ skill twnms on gram,-huh love been rrrnfi.J by the Set ,,,of '1 he`nmtrrun�ah wbontrawr.hail fumith, upon the Thuyuetanuu d Prtm,cting equal eo,,anu god oppoMun: y m clot mpktitn Cal the umtrwt, a rurmnay,d all readloyform, isdsrab neetmn with Pedera!-ad hylhway ctSWrw:(um pea grans are r,t r grog.Ls rase romipkred VroP<1, -he wad harm worked and the raw subject up the oururen-ntr of Section IV,paragraph 5 derv,• Tile wmmnt earned. This data rhsl be .uhmnstd to the Start hsdnwsy nrais.( some hourly wage ratesIn,apprcntrrrs and trainees under depaurient resident engineer on From PR-47 togetbn m1b We` list Fuels Prellpimr avifl be rialmhdred it, the paeit,4A, Pn.S'area dwa "..red in flertion VI, hereof, rlatwv in m,oniai: sad r,q 7. Ovvtlsr Ra"Ci mi: ,:it. The prwi.uoa of th,. paragraph are nor applirabb u, con No cuntractur n: wbnnirw for rnntratinal (or any Pin of thr uwos for rotunda hial an Car rontrare hnatu'ed wL-ly with e OVIIII t ,•nrk -huh may require or involve the eng,Inytsnent a farads pmvidrd by it., lhgh-ay liewukcubm Act of 1965 a lahorm, arechanns, wan hmen or guwde (including appreetru:n amended. and miners decribed •n pwagmpb.5. and 6 ab en.) ehsl mint, 4 Final mtiasare: r perm,any laborer,nerha'x, ,ist hiam nr goad in any work. i;i,r I Irtinn 4 the tun4w.t,the ronrratror.hall submit to or whuh he is ennp6,yed run .•xh -ork, to wnh in tea.,r ,A t rah „a r h sh ay drpanmen< rnn(rart ng a4erq b,r narnaml.ion etch hoon in any aalmdu day,rt In earls,d Inrty hu,u. in wrh r. It- i rderal Highway Adrnimauattm with the. ou,fr .for foal worinsed oaks, wnh labore,. merhmi%. warbrtun tar guwd .-e. Pa,u,r�.t I.,r in, ,ror4 Drnonned under the retract, a certificate river corapeaalum at a rare not it. Iha.. ore sort on-hall limn r, Cain[ was- .,it rlas,ihra(ionu her tabnen, mrehaoks, W basic rand pay fun all boon-ork,-., in eeue of eiSh r. flours ,n �.ace hmmn and Sward. employed on the pinjeet, in the following gay edeadas day or In excess ul forty hour -urb wohwxk. as day cast may be. loom: s"Wmgiter IlabiBt7 r" anp_r wage.; 11"IdatN e dwagn: 'fir - niad n oIn,nr ionr t • era-the ev nt of any vinluMn ,I the rlau.r set fnnh in pwa- ----- *Vh 7, the marractor and any wbrimrra Fur resp„m,blr then- --_(�n.jett Noll --- -----' Ursa sWl be liable to my Slivered •tnf.lnyer in,his unpwd wager her by i,nd.e th.t all labo..n, nechmin, apprnticn, trainee., b adtfhhoa narb •w` tnr mid PrAY-nimt.r.hall by lizbte M the .:-hurec and Suarde rmphryrd I.y ben •n ky any sub .resrta UaMsA Stases (m the Case of wnh done under tnntrwt for the prd„nnmx work under thr contract,m the pn,jeef `,ave hem paid birh trot of Calrrl6ia or a territory,to such [brit„r in eooh leer •x[n at ran- not Ins that thine -,quind by I!I -nntracl pro. cry) foe I'agaidasrd dar.agn. Such liquidated dan:agn shall he " -I, and tha: rho .,it performed by each such is6ortr. c rapaird with reopSn to rash nndi dual laborer, mechanic, Car hams. a"rmu,I,,n trainer mnforn ed to the Has,sficwLm.set w*k$�MSrrrd.mpleytd in vu,ktion of the clause act fnnh in forth m III, incest or trainu, pmSran pmvwons applicable 4, pa.argph 71 is t!e Km of$10 for each ralendw day on which wnh if, warn ran Grad aalpMgw seas rrigtdsvd m pmnllard tar wnh,n nrrr d eight hours Sruwur and hill, w Is avatar sd the eandard workweek of forty flours without pay- -• . VAN as IAa nvaetiar wages required by elite rlauc art fortis m S. PayraSr mid payred rrsads: /'sssls T a P.yn,lls and Law rtrwd. rtuinS thrnto will be nun• *' impels, caned during the ennim of the wink and I,reservrd file a period of.. „ wittrae(isg olSter nary with- three years thrrafter for ail laborer. :rrrhariic., appnnfsrn, baled as tope r k erithhdd !rem ths eontrrmr as much of the trsinretr, wait hrnm ad guards working w the sit of the worit. asrated pePeegb to advasra as ray be maliderrd necessary to b The .avYAl r,ord. shall rlmtwn, the name, .,u wxunty pas kthwea, vw.imua, Ikaahodialy apprer lites and trainers) n.o4,r and add,es o1 nrh wnh m,ployre,h'.aarecl rjambealvm, Mib'brM, w ouwds ymployed by dw: rtmfrator or any ribon rant,f pay ,ins,rut mg earl nl rnnuibutiuw or coos wsieipatrs:of frpor m 6r wwk at (w srwpt ref watw required by do Ihr type. dewnhed in en t✓o I(b,l7) ,d the Dsvy.Saoe Art), a,latlaft in The to of /shore r Pay any baboser, seerhwit, dwlr and wuhiy nnn.ter of Juwn -oried. ded,Irtsow made and (Ihelndby apprentice,and traintm) waulwan or r•red ensplayed a,..I wages pad Whm,,,,,r Ihr Snrerary ni Irhor, punuant to m araAhlg can the sr of flee work, all or pat, of the wises Sr,I.,,n IV paragraph ib,has found that the wags of soy Isixser sttpitad by the rrsesef,the Star hi•hway d•paearme .mtrw lots Car nerhan" in,lwfr the amount Cal any cuss res.onably mtwipased a/x saw,afw wrium miter to flat mtrator take roch a cum in pnrvid,ng benrfir under . Plat ,e prggram dmri6rd in action ♦also be aerasea7 r eaus,IM auprmk,n A are lunlrer Pamient, I(III� :iS I of Ili, Dar,.a.' •,,t,the cnnracmr soak!Mainui, adInswa,ae Soarmaa rotf,��fwds until su,h vxdalions have .maid w,,rd.whuh thin that the nrmniirrrune to,pnwsde truth Befits is It, W � T 7 Y* gag � daragrs rnlnn rabic,41-11 the Plan nl r,grant is finmr-ally responsible,and lase Wse�IShway department mV,wtlng dbrn rep with. ,hat thr plan Car program hat hrtn or imun„wed in writing to the Judd or cases r be-ithhetd,from any rrrrn payable as account IJwrrn tar ere•hams a aflr colt and rrorda whuh duiw he teas of wale pair(ared by the owwarue•e wbrmstrararr such sans a ..w.patrd Car,he wtnw„set incurred in pn,vidinf wnh b•nrfiu rsa!adr1Wrauwly he datassuused to be rwcavaasy r safYfy any I. The Ps,roolls ehall rmts:n the fLdkiwing informatiem: C. W only saaasreas as sabaontractor Ice Spuasr dam 'I! I he rmpuer'. Intl nwne.and PK and trmw numb y Y air dlasr so torah in pwageapb d melee !•r he` ,m,phoyre a full rwne ass this scanty number r OLI,.{ nerd rmiy, rpiear on the 6m paym0 om whuh be` name appears 1• II fM{' yl� dads 'rho emplo Ye's adders, need unby b sI ,m the bear ruhmiVed to�r,run 9): � Pavmll no wboh th- einploy"*, nanr appr an, un:rs,a chomp of two illbillif r addreia Can rx.l•Iea a wbnkml(o re0e,I the new ddmw i S rain, P l-lin raw. Flg) 1 r D.g DEPARTMENT OF TRANSPORTATION FEOENAL HIGHWAY ADMINISTRATH)11 REQUIREf) CONTRACT PROVISIONS ALL F OERRL-AID CONSTRUCTION CONTRACTS (EXCIUSiVE OF APPALACHIAN CONTRACTS) r I. ALPPk.anon 141 CPR. Part 60, and Fe elsnt order,of the Srcretsry d Labor. _____-__ Page___ 1 e. '[he Cnntnartor will furnish All information and rep" m- Equal Opportunity __------—---------- _.- I quind by Eaecuti.< Order 11246 of Stillernber 24. 1%5, fry III. Nousegrepted Fuilitin _ _ _ _ IV. Payment. of Priewwimined Minimum W ------ --- ruler, rctpdnoum and orders of the Secretary of Labor.or pursuant V. £tateme,u and Palrolh ....__ ' ____.__.. 2 rhec<n•, a..Id will fiennit actria to his bmb. rnords and account. V!. Record u( --""----." 3 by IF I'meral Highway Administration and the Secretary of Lilnx r Materis4, SuPvhro and Labor _.,__ - 5 1., pnrpn.•+ of invatngatinn [r, wertain c,unpliance with su.:h bT1. Safety; A use Al K{nwiing the e:.nrract ----------- 4 1, to the event al the nnncompliince with the mn- IX. False Simements Cnnaernmg High,.ay Pmjecu _______ d.a nonnat..o. rlausrs of this contract or with an, u( m, Mud I. APPLIL"ATION n.ht, cegulatinm or orders, this .omrut my be casserted, tenni- 1 nara, or mspeflded in whnk nr in put and the um wartur easy be I These tnritru't pmvadon absll apply to ell work performed de"l.-e' ineligible for further Covernmn m a n coru or Frdera:ly. on [be roncract be the c,mtracror with his own nimunason and auutrJ ton,.rucnm rontracu in accuNantr with p.orrdum aumon- with the "Ititance of wurkmen under his immediate superintend- u,-d of Exeru1n, Oheler 1!746 of Sepn•rrher 24, 1965, and .ah ence and u, all work /wrfnmed on the rontrut '+y p,e,,.,k, I,. mh u n v nctill may be tmil and rem"-do crooked a Pnwaltu' turn work or by wbconuut in Eareutuo Order 11246 of !.nwmlxr 2l, 1965, or by pale, 2. The crntrautor .i.Al mat" in earl of his mlr'unwsrts all of regulation or order of th" S<..Irwy of L.al", or a •htmule the stipllist w run[ainned it these Required Contract Provisions provided br law and Elm a clausr requiring hi, sutrnnrrunns m include these Re- g. The umtraclor w.11 imlude the pnrvu:on .d this Sr ,ion 11-2 thev I ('mtier to, tuurth in any hewer tier wbcglthe which in rvrn .ubant art or purchase ,de, unka earcupt,d by mks, of t may rover into, together with a disuse requiring the inclmim regulation. or orders of do Secretx ' Lab,. .Hued p of chore yrrvisiun in any further ruhrmttrub that may in [um be - ry ° pursuant W mAdr. The Required (lon[rsmt that ,,lion 11H o rcurs it (e broiling I1246 of Septatrl,cr 24, I%5, sat 9 Precisions frill in m instance lot that Rxh pnnidm. will be 41rJing upon each subumrumr or incorporated 6y reference. if. r,ndsr. The nmrratlm will take ;ath action ivuh respect W any 3. A brtach of any n( the nipula:.om Contained in there Re. subcontru.t or punduse ntder as the Statr highway dcpartri or 4bired Contract Provisions 'I!) be gmunds fcr termination of the the Federal Hod way Adn.ndrt,amui titer direct as a reran of en. ro4 AT' 6urinq RI^b ;o,uu,o inrbtdma santr,to fur unHmnplisur 9. .1 breath ro the lin 29 g louses may aim be gmunds for P,,.nded,/m:.rs n that in the e.ent a nortrarrm F,rcmm� involved deniannrot a provided in 29 CPR S.6(b)' n, oI is threat...d ..th lih,iuinn wire a mbnntractor or vendor Section 1, . Patsus 2; u a rnult of suit. dirrIw,. by the Fedeal H.gbway Administn. Section. IV, puagrapla 1, 2, 7, 5 and 7; tion, the covractor may request the United Suter to enter men Section V, p.ragrsphn 1, 5a, 56, and 5d, each litigation m protect the m[ere.0.d the United Slam U. EQUAL OPPORTUNITY S. &Ieetken .1 SshmNtracton rat.raseR .d HIsen;i1s, sad I. lel4ei M Ls►x: - _---. ... --- I ea.te6 of FquiPmem-- -- Durins -the Pedortnaee of this cnntruq the c,mtruo,r d.all [hiring the performance of A,u contract the rmrru", to. not dia.rirumA a against labor from any other State, puwenimi i r itself, it, a sigirces and maxessun in fuser ris (hemnafter relert*d writer, of the Um:ed Stau, to a the "contractor") agrees a I.H eo: L EmpbpweRr Prods:; a Compliance With Regulations' The contruvm shall .otoply fAlno4 the perfumance of this cnntrut, the umuun.r—_.-_ asserts with the R<qulatiu lative ns relative ,, uHwn nd .-instion in fedreally- as fulknrn insisted preVaos of the Depantnnrnt 4 Tfan,Iortatim, Title 49. a. The runtractor will of ducnu:ina;r Waost any emplryre m Code of Federal Regulations, Put 21, so they +lay be amended aPpbcant for smploymrm hrcause of Ia,'e, color, religion, sex, or from bone to time, (hrreinaltsr nfenwd to as [h. Regulations), rational oiogit, The c.mtractm will take affirmative actim to en. which an herein incorp„raed by rrfrrnc< and mute a part of sun that applicants we employed, and mist employees act mated this imesit during ccupluynunt without regard to their rue, color, migiun, b Nuredive icmn.t"n "the purr raator, wish regard to u.- work xx,use national origin. Such action shall michidr,but ow,be limited pecfurnsed by it during the ,outra,t, Chill not disintrut a.• on W the fullowins employment, upgradma, drn;o.vm or transfer the gmunds of cur. rolur. nr natonal ..Agin in the seirimm vd rrcr.itm<nt or oec,itment advernsmg;layoffs or t,rminatmr rate. retention of subeoneruo,i-c rodo,hng w'mement. of material. rat Pay or otber forms if compensation. and w1ccoon for :raining, and lease.of equipment The urmraco.r Ihmll tun pani,.ipate either incll mR srPnentkeshil, The runt:urine afire,. W pun in -onapic- dire,tle nr Indire,tly :n rfi, duo nmination podmbrted by section w 'tea,available to employees and applicants for employment, 21 5 '.f the Regubti..m, i.0 lcding employment pru.tue. when the '* mysit" In br provided by the Stare highway deparmwl3 setting rcmtruT .oven a progrun set forth it Apprndrx S of the furor 'l r provisions of this mondt¢timmatmn clause. Reeulan..... h. The contrrtm wig, In all soliciutions or a&ini..0 for r &du inrims for Su —unus. Including Prntuvments of emphgees plaid try or m twh.ft of the cnntrarun. cute that aJ Ma uh and F.q...pmmm: In W sub-enun.a either by romprti- quahfled APPli mu,will receive comidenCon for employn.rnt with, live Pudding or nega.atun. auk by the =,nrru Wr for work to he da[ regard tc care, color, refisim, sex, or national ,nit nit perrun ced under a mix oneru.t,md.dmg pnxvrements of matv;:al. 7lne ,,.few.,,r will send to each labor..noun or reprrwnutive or kisses ,d equiprueni tach pinennisl mbconlrumf or supplier of woken w,th which he has a<.Ile,trvr bargiuru a agreement or Hail he ....ached Py the —ro,iv use of the r.mtrulco'. ubhgarnms other tcrarut use undcntmJing, a not.rr tr be unaided by the under this . n,,riv t ar�d th- Regu:41"a relative to mmdisr uyima- Statc highway department ad.iting he said;Abut union or wurkern Lion on the ground. of rote, color, or national •.tu in nprtrutative of the .ontratort commitments under this section If InLwlr anon and Aspirins. The enntru tw mall provide All 11-2 and shall post,opief of the notice In toagniruour plum avail. intomialkn and reports required by the Regulations, or duet all to employee. and applicants for employment Ike. awed pursuant thereto, and shill permit acre. to its books, d. Tlir rmtrumr will emnpiy with all Provision of Execusne mords, u,..u. other Rou,,,, of inbwmmion, and it. (acihun Order 11296 .I Sept-oilier 24. 1965, and of the mks, regulations at m.y be drtrion,-,d by the State highway drpartiner, •x Chu Feem P01-1271--Pray.oua W.I.. .n maoNn fRLY. 41E) f } M (1) Inspections. The ni rector of Building Division , Department of Community and Envi ronmenta' Development, and his authorized representative are hereby authorized to make such inspections and take such actions as may be required to enforce the provisions of this ordinance, (2) Right of Entry. Whenever necessary to make an inspection to enforce any of the provisions of this ordinance, or whenever the. Director of , Building Division, Department of Community and Environmental Develop- ment, or his authorized representative has r_asonable cause to believe that any 'and, building, structure, premises , or portion thereof is being used in violation of this ordinance , the Director of Building Div- ision, Department of Community and Environmental Develooment, or his authorized representative may enter such land, building, structure, premises, or portion thereof a, all reasonable time; to inspect the saw. or perform any duty imposed upon the Cirector of Building Division, De artment of Community and Environmental Development, by this ordinance; provided that (a) if such building, land, structure, premises, or portion the r!of be occupied, he shall first present proper ere,lentials 1 and demand entry; and (b) if such land, building, structure, premises , or portion thereof be unoccupied, he shall first make a reasonable effort to locate the owner or other persons having charge or control of the land, building, structure, premises or portion thereof and demand f .. entry. } No owner or occupant or any other person having charge, care or control x+ of any building, lano, structure, premises , or portion thereof shall fall or neglect, after prope, demand, to promptly permit entry thereon by the Director of Building Division , Department of Community and 11 Environmental Development, or his author' >d representative for the purpose of inspection and exanination pursuant to this ordinance. Any person violating this sub-division shall be guilty of a misdemeanor. • • 1 King County Ordinance No. 1488 Environmental Provisions -2- 111 1 f 1 • • ORDINANCE NO. 1488 AN ORDINANCE relating to the regul, 1�on of grading, land fills, gravel pits , dumping, • quarrying and mining operations, an iroviding for the issuance of permits and collec- tion of fees therefcre; the issuance of temporary use permits to authorize excavation of construction materials and installations of processing equipment used in the con- struction of public works projects; repealing Ordinance 525 and 627 and K.C.C. 16.o8. t 480 and Ordinance 762; and providing penalties for the violation of this ordinance. BE IT ORDAINED BY THE COUNCIL OF KING COUNTY: Section 1 . Ordinance 525 and 627, K.L.L. 16.08.480, and Ordinance 762 are here- by repealed; provided that any permits approved prior to tie effective date of this ordinance snall be effective and valia for the term thereof and any renewal shall require conformance with this ordinance . 1 Section 2. This ordinance is intended to safeguard life, limb, property and the public welfare and to minim;ze adverse effects upon the environment by reg- ulating excavatio-s, grading and earthwork construction including cuts and fills , gravel pits, dumping, quarrying and mining operations within King County. This ordinance establishes the administrative procedure for issuance of permits; 49 provides for approval of plans and inspection of grading operations; and provides for penalties for the violation of this ordinance. Section j. ministration. The Director of Building Division , Department of Covmuiity and Environmental Development, is hereby authorized to enforce the provisions of tnis ordinance . AD ! Kirg County Ordina�ue No. 1488 • Environmental Provisions -1- 1 t. 3. A geologic grading report prepared by the engineering geologist including, a final description of the geology of the site includ- ing any n^w information disclosed during the grading and the effect of same on recommendations incorporated in the approved grading plan. Fie shall provide certification as to the adequac,f of the site for the intended use as affected by geolo- gic factors. (b) i.otification of Completion. The perrittee or his agent shall notify the Wilding Official when the greding operation is ready for final inspec- tion. Final approval shall not be given until all work including installation of all drainage facilities and their protective devices and all erosion cc-`rol meansures hs.ve been completed in accordance with the final approved grading plan and the required reports have been submitted. n r. City of Renton ' Ordinance No. 1,-3 Environmental i'ruvisicnr _lF_ t 1r � (f) Transfer of Responsibility for Certification. If the civil engineer, the soil engineer, the engineering geologist or the testing agency of - . record are changed during the course of the work, the work shall be stopped until the replacement has agreed to accept the responsibility within the aria of their technical cocpetence for certification upon completion of th.! work. Section °. C.ompletion a O1Final Reports. -,ion completion of the rargh grading work and at the final completion of the work the Building Official nay require the follow- ing reports and drawings and supplements thereto: 1. Ai as-graded grading plan prepared by the civil engineer including original ground surface elevations, as graded ground surface elevations, lot drainage patterns and locations and elevations { of all surface and subsurface drainage facilities. He shall ; provide certification that the work was done in accordance with the final approved grading plan. 2. A soil gre=ang report prepared by the soil eng=veer including locations and elevations of field density test, surmnsries of field and laboratory tests and other substantiating data and comments on any charges made during grading and their effect on the recommendations made in the soil engineering investigation report. He shall provide certification as to the adequacy of the site for the intended use. City of Renton Ordinance No. 1628 y Environmental Provisions -17- �• i The engineering f,-1010gist's am a of "e Nl nsibility shall include, but need not be limited to, professional inspecLic, . end certification of the adequacy of natural grouted for receiving fills and the sta�ili*v of cut slopes with respect to geological matters, and the need for s% -ains r or other ground water drainage devices. He shall report his f .ngs to the soil <_ngineer and the civil engineer for engineering analysis. The Building Official shall inspect the project at the various stages of the work requiring certification and at any more frequent intervals necessary to determine that adequate control is being exercised by the professional consultants. (d) Rcg%ular Gradl.ng Requirements. The Building Official may require inspec- tion and testing by an approved testing agency. The testing agency's responsibility shall include, but need not be limiud to, certification concerning the inspection of cleared areas and benches to receive fill, and the compaction of fills. When the Wilding Official has cause to believe that geologic factors may be involved the grading operation will be required to conform to "'engineered grading" requirements. (e) Notification of NoneompliancP. If, in the course of fulfilling their responsibility under this Chapter, the civil engineer, the soil engineer, the engineering geologist or the testing agency finds that the work is not being done in conformance with this Chapter or the approved grading w plans, the discrepancies shall be reported immediately in writing to the person in charge of the grading work and to the Building Official- Recommendations for corrective meansures, if necessary, shall be sulroitted. City �_ Renton Ordinance No. 1628 Environmental. Provisions -�- 1 (c) Engineered Grading Requirements. For engineered grading it shall be the responsibility of the civil engineer who prepares the approved grading plan to incorporate all recommendations frc� the soi; engineering and engineering geology reports intn the grading plan. Be shall also be responsible for the professional inspection and certification of the ; grading within his area of technical speclalty. This responsibility shall include, but need not be limited to, inspection and certification as to the establishment of line, grade and drainage of the 9evelorment � area. The civil engineer shall act as the coordinating agent in the event the need arises for liaison between the other - -ofessionals, the contractor and the Building Official. The civil engineer shall. also be y responsible for the preparation of revised plans and the submission of as-graded grading plans upon completion of the work. , , Soil engineerir • and engineering geology reports shall be required as spenified in Section 7006, During grading all necessary reports, compac- tion data and soil engineering and engineering geology recommerdatl-as l't shall be submitted to the civil engineer and the Building Officis; the f. soil engineer and the engineering geologist. The soil anglneer's area of responsibility shall include, but need not 'he limited to, the professional inspection and certification concerning the preparation of F,,round to receive fills, testing for required compac- tion, stability of all finish slopes and the design of buttxees fills, where required, incorporating data supplied by the engineering geologist. City of Renton Ordinance No. 1628 Environments'. Provisions 4 � dim Section 7013. P.rosion Control a Slopes. The "aces of cut and fill slopes shall be prepared and main- tained to control against erosion. This control may consist of effective planting. The protection f.,r the slopes sl. .11 be installed as soon as H practicable and prior to calling for final approval. where cut slopes are not subject to erosion due to the erosion-resistant character of the materials, such protectio,. may be omitted. 1 (b) Other Ikvices. where necessary, check dams, cribbing, riprap or other devices or methods shall be employed to control erosion and provide w safety. Section 7014. Grading Inspection a General. All grading operations 'or which a permit is required shall be subject to inspection by the Building Official. When required by the Building Official, special inspection of grading operations and special Ih testing shall be performed in accordance with the provisions of Section 305 and Subsection 7014 (c). (b) Grading Designation. k 1 grading in excess of 5000 cubic yards shall be performed in accordance with the approved g-ading plan prepared by- a ,civil engineer, and sh,.:1 be desiGnated as ' eng4 'red grading." Grading involving less than 5000 cubic yards shall be L nated "regular .trading" unless the X nnittee, with the approval of the Building Official chooses to have the ,grading performea as "en,;ineered grading." V to w City of Renton Ordinance No. 108 Environmental Provisions -14- t � t r^ Section T01^. nralnaic and Tcrre^inj a Cenral. Unless other wise indicates or the approved grading plan, drainage facilities and terracing shall conform to the provisions of 'W this Section. (b) Terrace. Terraces at least 6 feet in vidtt. shall be established at no more than 30-foot vertical intervals to control surface drainage and debris. Suitable access shall provided to permit proper cleaning and , maintenance. Swaleo or ditches on terracer shall have a minimum gradient of five per cent and must be paved with reinforced concrete not less than 3 inches in thickness or an approved equal paving. They shall have a minimum depth at the deepest point of 1 foot and a minimum paved width of 5 feet- A single run of swale or ditch shall not collect runoff from a tributary area exceedin- 13,500 square feet (projected) without discharging into a down drain. (r„„) 9ubsurface Drainage. Out and fill slopes shall be provided with sub- purface drainage as necessary for stability. (d) Disposal. All drainage facilities shall be designed to carry waters to the nearest practicable drainage way approved by the Building Official and/or other appropriate jurisdiction as a safe place to deposit such waters. If drainage facilities discharge onto natural ground., riprap may be required. At least two per cent gradient toward approved drainage facilities from bvilding pads will be required unless valved by the Building Official for nonhilly terrain. EXCEPTION: The gradient from the building pad may be one per cent where Building construction and erosion control will be completed before hazardous conditions can occur. City of Renton Ordinance No. 1628 Environmental proviaion: -13- R � b ................. t d Foce of fooling 6,mi� f M I Smin —I'min depth F3tinforced concrete posing R I E a Foce of building If a D c d 0-10' 3' 2 3' S' II'-30' lH/2)' 3' (M/21' 7' 3l'ord ove+ 15' 3' 15' 10' City of Renton Ordinance No. 1628 Lnvi.ormiental Provisions 1 f (d) Fill Material. Earth materials which have no more than minor smounta of ! organic m.ibstances and have no rock or similar irreducible material with a maximum dimension greater than 8 inches shall be used. (e) Compaction. All fills shall be compacted to a minimum of 90 per cent of maximum density as determined by U.S.C. Standard No. 70-1. Field density + shall be determined in accordance with U.B.C. Standard No. 70-2 or equivalent ea approved by the Building Official. (f) Slope. The slope of fill surfaces shall be no steeper than is safe for the intended use. Fill slopes shall be no steeper than two horizontal to one vertical. (g) Drainage and Terracing. Drainage and terracing shall be provided and the area above fill slopes and the surfaces of ter-aces shall be graded w and pared as required by Section 7012. Section 7011. Setbacks The tops and the toes of cut and fill slopes shall be set back from property boundaries as far as necessary for safety of the adjacent properties and to prevent damage resulting from water runoff or erosion of the slopes. The tops and the toes of cut: and fill slopes shall be set back from strictures as far as is necessary for adequacy of foundation support and to prevent damage. as a result of water runoff or erosion of the slopes. Unless otherwise recommended in the approved soil engineering and/or engineering geology report and shown on the approved g.ading plan, setbacks shall be no less than shown in Table No. 70-C. ,.1 City of Renton Ordinance No. 1628 Envlronrsntal Provisions -11- s ti Section 1D . Nts — (a) General. Unless otherwise recommended in the approved soil engineering and/or engineerir.g geology report cuts shall conform to the provisions of this Se^.tlon. (b) Slope. The slope of cut surfaces shall be no steeper than is safe for the intended use. ^ut slopes shall be no steeper than two horizontal to one vertical. (c) Drainage and Terracing. Drainage and terracing shall be provided as required by Section 7012. Section 01� . Fills a Ge ral. Unless otherwise recommended in thq approved soil engineering report fills shall conform to the provisions of this Section. In the absence of an approved soil engineering report these provisions may be waived for minor fills not intended to support structures. (b) Fill Location. Fill slopes shall not be constructed on natural slopes deeper than two to one or where the fill slope toes out within 12 feet horizontally of the top of existing or planned cut slopes. (c) Preparation of Ground. The ground surface shall be prepared to receive f111 by removing vegetation, norc•xnplying fill, topsoil and other unsuitable materials as determined by the soil engineer, and, wher� the slopes are five to one or steeper, by benching into sound bedrock or other competent material. V City of Fenton Ordinance No. 16'f3 Environmental Provisions -10- « TABLE NO. 70-B GRADiI, ILRMIT FEES 50 cubic yards or less ----------------------------------------- $10.00 • 51 to 100 cubic yards ------------------------------------------ 15.00 101 to 1000 cubic yards - $15.00 for the first 100 cubic yards, plus $7.00 for each additional 100 cubic yards or fraction thereof. 1001 to 10,000 cubic yards - $78.00 for the first 1000 cubic yards, plus • $6.00 for each additional 1.000 cubic yards or fraction thereof. 10,001 to 100,000 cubic yards - $132.00 for the first 10,000 cubic yards, plus $27.00 for each additional 10,000 cubic yards or fraction thereof. 100,001 cubic yards or more - $375.00 for the first 100,000 cubic yards, Plus $15.00 fie: each additional 10,000 cubic yards or fraction thereof. The fee fo- a grading permit authorizing additional work to that under a valid penAt shall be the difference between the fez paid for the original permit and the fee shown for the entire project. Sretion 7068. Bonds n.e Building Official may require bonds in such form and amounts as may be deemed necessary to assure that the work, if not completed in accordance with the approved plans and specifications, will be corrected to eliminate hazardous conditions. In lieu of a surety bond the applicant may file a cash bond or ins^.rument of credit with the Building Official in an amount equal to that which would be required in the surety bond. i City of Rsnton Ordinance t;o. 1628 Environmental Provisions -9- rt'A I TABLE NO. 70-A Pi.fJ7-Ch"w'f.I FrMS 11,0 cubic yards or less -------------------------------------------- No Fee 51 to 100 cubic yards ---------------------------------------------- $10.00 101 to 1000 cubic yards ------------------------------------------- 15.00 1001 to 10,000 cubic yards -------------------------••-------------- 20.00 10,001 to 100,000 cubic yards - $20.00 for the first 10,000 cubs yards plus $10.00 for each additional 10,000 cubic yards or fraction thereof. 100,001 to 200,000 cubic yards - $110.00 for the first 100,000 cubic yards plus $6.00 for each additional 10,000 cubic yards or fraction thereof. 200,001 cubic yards or more - $1.70.00 for the first 200,000 rubic yards, plus $3.00 for each adP.itional 10,000 cubic yards or fraction thereof. The fee for a grading permit authorizlnF additional work to that under a valid permit shall be the difference betwe-n the fee paid for the original permit and the fee shown for the entire project. S.b) grading Permit Fees. A fee for each grading permit shall be paid to the Building Official as set forth in Table No. 70-B. W r• c. A/ City of Benton Ordinance No. 1626 Et.virotv^er-al Provisions - -8- l r 1 • i� Pius $10.00 per acre for each acre over 10 acres up to 100 acres. Plus $5.00 per acre. for each acre over 100 acres up to 500 acres. • Plus $2.00 per acre for each acre over 500 acres. Acreage covered includes all land which has been disturbed and not rehabilitated pursuant to this ordinance, including ;,x kpiles and working areas such as plant sites. Those areas covered under the grading permit • which have been rehabilitated shall not be included in calculating annual operating fees. (3) ANNUAL OPERATING PEHMIT FEE_- PLATS, AREAS UNDER ONE-HALT' ACRE: For approved preliminary and final plats and areas of no more than one-half acre: • $5.00 per lot - minimum fee of $25 .00. (Plan review fees not required.) Section 9• Bonds Required. Prior to obtaining a permit the permittee shall first post with the Director of Building Division, Department of Community and Environmental Development, a surety or cash bond executes by the owner and a corporate surety authorized to do business in this stare as a surety. The bond shall be on an approved form and shell include penalty provisions for failure to comply with the conditions of the permit. Bonds may be waived on projects of less than one thousand cubic yards. (EXCLPTION - Bonds shall not be required of other King County Departments .) 1 r I r ' l King County Ordinance No. 1488 I) Environmental Provisions -13- s �f (1) Reclamation Bond. The permittee shall post a surety bond or cash bond in an amount sufficient to cover the cost of conformance with the conditions of the permit, including corrective work neceEiary to provide adequate drainage and to remove and el Wriare geological hazards. Any reclamation bonds posted with the State of Noshington, Department of Natural Resour;es, for Surface Mining Permits may be applied on the surety bcnd requirements insofar as they pertain to the reclam ion provisions of this ordinaixe. (�) Operation Bond. In addition to the reclamation bond, a cash operating bond shall accompany the operat'ng permit and may be used at the di -.ration of the Director of Building Division, Cepartm.-nt of Community and Environmental Development, to correct deficiencies affecting public health, sa°ety and welfare, including effects on water quality. The amount shad be determined by the Director of Building Division, Department of Community and Environmental Orvelopment, but r, shall not be in excess of one thousand dollars. (;} Conditions. Every bond shall obligate the permittee to the following conditions; (a) Compliance with all of the provisions of the King county Code, applicable laws and ordinances; (b) Compliance with all of the terms and conditions of the permi - for excavation or fill to the satisfaction of J rector of i Building Division, Department of Community and Environmental ry Development; C; �II`I� 1 King County Ordinance No. 1488 Environmental Provisions -14- f 1► � Plus $10.00 per acre for each acre over 10 acres up to 100 acres. Plus $5.00 Per acro. for each acre over 100 acres up to 500 acres. Plus $2.00 Per acre for each acre over 500 acres. Acreage including stockpiles and working r e covered includes all land which has been disturbed and no rrki r rehabilitated pursuant to this ordinance. radio areas such as plant sites. Those areas covered under the grading Permit m t which have been rehabilitated shall not be included in calculating annual operating fees. ANNUAL OPERATING 'ERMIT FEE - PiATS, AREAS ONDER ONE-HAL° ACRE; (3) preliminary end final plats and areas of no more than For approved t,ne-half acre: 4 $5 00 per lot - minimum fee of $25 .00_ (Plan review fees not required.) Section 9. ermit the permittee shall Bonds Required. Prior ro Obtaining a P Department of Community and first post with the Director of Buildo fngashv Division executed by the owner and a rt. a surety The bon4 Environmental Drvelopr'me . corporate surety authorized to do business in th' 2rerovisionsPfor failure to roved form and shall include penaltyaPwaived on projects of shall be On an SP rmit. Bonds may Comply with the conditions of the pe less than one thousand cubic yards, (E%CEPT ION - Bonds shall not be required o A other King County Departments ) A A � i King county ordinance No. 1488 .,� Environmental Provisions -ta- t i Section 8 Fees. A fee shall be paid to the Director of Building. Department of Community and Environmental Development, for the costs of investigation, inspection and regulation pursuant to the following schedule: (EXCEPTION - Fee shall not be required of other King County Departments.) (1) PLAN REVIEW FEESi + 500 to 5,000 cubic yards ; 50.00 5,000 to 10,000 cubic yards 100.00 10,OD0 to 50,000 cubic yards 200.00 50,000 to 100,000 cubic_ yards 300.00 100,000 to 500,000 cubic yards 500.00 Over 500,000 cubic yards 600.00 Plan check fee for gravel pits, land Is, cutting, filling, d,mping, quarrying and raining operations, based on contour maps for the entire project, shall be paid only once. (2) ANNUAL OPERATING PFRMIT FEE - GENERAL 500 to 5,000 cubic yards (0-10 acres) $ 50.00 5,000 to 10,000 cubic yards (0-10 acres) 100.00 10,000 to 25,000 cubic yards (0-10 acres) 200.00 25,000 to 50,000 cubic yards (0-10 acres) 300.00 Over 50,000 cubic yards (0-10 ac 400.0o King County Ordinance No. .4F8 Environmental Provisions -12- •• 's r (5) Granting of Permits. After an application has been filed and reviewed, the Director of Building Division, Department of Community and Environmental Development, shall ascertain whrther such grading work _ complies with the other provisions Of this ordinance. If the application 0 and plans so comply, or if they are corrected or amended so as to comply, the Director of Building Division, Department of Community and Environmental Development, shall issue to said applicant a grading permit inc lading a permit placard. A grading permit shall be valid r for the number of days stated in the permit but in no case shall the period be more than one year, provided that when operating conditions have been met, the permit shall be renewable on - yearly basis. No grading permit shall be issued until approved by Federal , State and local agencies having jurisdiction by laws or regulations. i Upon approval of the application and issuance of the grading permit, no work shall he done that is not provided for in the permit. The Director of Building Division, Department of Community and Environmental Development, is authorized to inspect the premises at any reasonable time to determine if the work is in accordance with the permit application and plans. The pe rmit, from the Building Division, Department of Community and Environmental DeveloP+Ment, shall be required regardless of any permits issued by any other department of County government or any other governmental ageircy who may be interested in certain aspects of the Proposed work. Where work for which a permit is required by this ordinance is started or proceeded with prior to obtaining said permit, 49 the violator shall be subject to such civil penalties as herein provided in this ordinance. However, the payment of such civi! penalties shall not relieve any persons from fully complying w;th the requirements of this ordinance in the execution of the work nor from eny other penalties prescribed thereon. w King County ordinance No. 1488 Environmental Provisions • -II- It (3) Information on Plans and in Specifications . Plans shall be drawn to scale upon substantial paper or cloth and shall be of sufficient clarity to indicate the nature and extent of the work proposed and show in detail that they will conform to the provisions of this ordinance _ on and all other relevent laws, ordinances, rules and regulations . The fir..t sheet of each set of plans shall give the location or the work and the name and address of the owner and the person by whom they were prepared. The plans snail include the following information: (a) general vicinity of the proposed site; (b) property limits and accurate contours of existing ground and details of terrain and area drainage; (c) limiting dimensions, elevations or finished contours to be achieved by the grading, and proposed drainage channels and related construction; (d) detailed plans of all surface and subsurface drainage devices, r walls, cribbing, dams, berms, settling ponds and other protective 4 devices to be constructed with or as a part of the proposed work, together with the maps showing the drainage area and the estimated runoff of the area served by any drains; (e) location of any buildings or structures on the property where the work is to be performed and al the location of any buildings or structures on land of adjacent owners „hlch may be affected by the proposed grading operations. tion (4) Referral of Applications. Applications for grading permits shall be referred to the Director of Land Use Management Division, Department of Community and Envirorvnental Development, and to the Director of Public Works, The Director of Land 'Ise Management Division, Department of Community and Environmental Deveiopment, shall determine if the proposed grading will adversely affect the character of the site for present lawful uses or with the future development of the site ano t adjacent properties for building or other purposes as indicated by the comprehensive plan and the zoning code resolutions. The Director, Department of Public Works, shall determine the effect of the intended grading upon public and private property as it pertains to; drainage, traffic and public roads. The Director of Land Use Management Division, Department of Community and Environmental Development, and the Director, Department of Public Works, shall report their findings to the Director of Building Division, Department and Environmental Development. ti p King County ordinance No. 1488 Environmental Provisions w -io- i (1) Application To obtain a permit the applicant shell first file an application therefore in writing on a form furnished for that purpose. Every such application shall ; (a) identify and describe the work to be covered by the permit for which application is made; (b) describe the land on which the proposed work is to be done, by lot, block, tract and house and street address, or similar description that will readily Identify and definitely locate the proposed site; (c) indicate the h estimated quantities of work Involved; (d) be accompanied by plans and specifications as required in subsections (2) and (3); (e) be signed by { the permittee or his authorized agent who may be required to submit evidence to indicate such authority; (f) give such other information as reasonably may be required by the Director of Building Division, Department of Community and Environmental Development. (2) Plans and Specifications. When required by the Director of Building Division, Department of Community and Environmental Development, each application for a grading permit shall be accompanied by six sets of plans and specifications and other supporting data as may be required. The plans and specifications shall be prepared and signed by a registered civil engireer Licensed to practice in the State of Washington when required by the Director of Building Division, Depart- ment of Community and Environmental Development. King County Ordinance No. 1488 Environmental Provisions -9- a �• i The Department of Public Works shall consider the effect of the proposed operation on the County road system and any effect it may have on flood control and the Department of Public Works shall make such recommendations as are necessary to protect the public interest in this regard. The Land Use Management Division, Department of Community and Environmental Development, shall consider the effect of the proposed operation or. the , current and future land use in the area affected by the oroposed operation t and shall make such recommendations as are necessary to protect the public interest in this regard. j r � When issuing the permit, the Building Division, Department of Community and 4 Environmental Development, shall reouire compliance with the provisions 1 of this ordinance, the recommendations of the Land Use Management Division, Department of Community and Environmental Development, and the Department of Public Works; and shall be responsible for the enforcement of the provisions of the permit. This temporary permit is good for the life of the *- contract of the specific job but is not to exceed one year. , Section 7 Grading Permit Requirements. Except as exempted in Section 6 of this ordinance, no person shall do any grading without first obtaining a grading permit from the Director of Building Division, Department of Community and Environmental Develop- ment. A spearate permit shall be required for each site and may cover both excavations and fills. ° er King County Ordinance No. 1488 Environmental Provisions 'v b s (h) Grading within a preliminarily or finally approved residential plat not involving any excavation exceeding five feet in vertical depth or any fill exceeding three feet in vertical depth regard- . less of the amount of material to be removed; (I) Excavation less than five feet in vertical depth not Involving more than five hundred cubic yards of earth or other material on a single site; '.. (j) Fill less than three feet in vertical depth not involving more than five hundred cubic yards of earth or other material on a 4` single site. 9i (2) Temporary Permits. The Director of Building Division, Department of Community and Environmental Development, shall have the authority to ' Issue temporary permits for excavations, processing, quarrying and mining, and removal of black soil , peat, sand, gravel , rock and other natural deposits, together with the necessary buildings, apparatus or appurtenances incident there'o for specific jobs on application of a governmental agency covering highway, road, street , airport construction, flood control and other public works projects. In conjunction with AN such operations, allied uses such as, but not limited to, rock crushers, concrete batching plants and asphalt batching plants may be authorized by this temporary permit. Provided, however, that before any such C permit shall be issued, the application shall be referred to the Land Use Management Division , Department of Community and Environmental Development, and the Department of Public Works for their review and recommen da t i or,s. { f it i • King County Ordinoice No. 1488 Environmental Provisions -7- i gg1 Section b. Perm; is required - exceptions thereof. (1) No person shall do any grading without first having obtained a grading permit from the Director of Bui lding. Division, Department of Community and Environmental Development, except for the following: (a) An excavation below finished grade for basements and footings of a building, retaining wall or other structure authorized by a valid building permit. This shall not exempt any fill made with ' the material from such excavation nor exempt ary excavation having A an unsupported height greater than five feet after the completion of such structure; (b) The depositing or covering of any garbage , rubbish or other material at any dump operated by the County of King; w (c) Any grading in remote areas ! an owner or holder of a posses- sory interest in land for the primary purpose of construction or maintenance of access to or on such landowner property; (d) Ary grading within a publicly owned right-of-way; (e) Any grading for roads within a preliminarily or finally approved residential plat which has been approved by the Director of the Department of Public Works and for which a bond has been posted; (f) Maintenance or reconstruction of the facilities of a common car- '. rier by rail in interstate commerce within its existing right-of- way provided restoration is consistent with the requirements of the QM section of the King County Zoning Code; (g) Cemetary graves; M King County Ordinance No. 1488 Environmental Provisions '► 4 i • (13) "P.emote area' means a rural area cn which a grading site (used primarily a, the source of materials for the construction or maintenance of access) is not visible from any state highway, county road or any public street or highway, or, if visible, it is more than one mile away from the point on such road from which it is visible. f'e (14) "Shorelands" means land between the normal high water mark and the line - of navigable waters. • (15) "Shorelines" means those lands defined as shorelines in the applicable state shorelines management or protection legislation. (16) "Site" is any lot or parcel of land or contiguous combination thereof where projects cove,'ed by this ordinance are performed or permitted except a public street or way may intervene. (17) "Slope" is an inclined ground surface, the inclination of which is expressed as a ratio of horizontal distance to vertical distance, (19) "Soil Engineer" shall mean a civil engineer experienced and knowledge- able in the practice of soil engineering. (19) "Structure" is that which is built or constructed, an edifice or building of any kind, or any piece of work artificially built up or composed of parts joined together in some definite manner. (20) "Terrace" is a relatively level step excavated or constructed on the face of a graded slope surface for drainage and maintenance purposes. (21) "Tidelands" means that portion of the land which is covered and uncovered by the ebb and f ood tide. w w King County - vinance No. 1488 Environmental Provisions �5- • •: ate" m*^�r�,�+a�s�r®;a�rx+eur;tr�'! ` (5) "Gi rector" shall mean the Director or the authorized agent of: i Buiid;ng Division, Department of Community and Environmental Development; Land Use Management Division, Department of Community and Environmental Development; and Department of Public Wo-ks. (6) "Earth material" is any rock, natural soil or any combination thereof. (7) Ir osion" is the wearing away of the ground surface as the result of the modement of wind, water and/or ice. (8) "Excavation" is the mechanical removal of earth material . ro (9) "Fill" is a deposit of earth material placed by artificial means. (10) "Grade" shall mean the elevation of the ground surface. M (a) "Existing grade" is the grade prior to grading. (b) "Rough grade" is the stage at which the grade approximately con- forms to the approved plan as required in Section 7 of this ordinance. (c) "Finish grade" is the final grade of the site which conforms to y the approved plan as required in Section 7 of this ordinance. (11) "Grading" is any e.,cavating or filling or combination thereof. (12) "Grading permit" means a permit required by this ordinance including temporary permits. d King County Ordinance No. 1488 Environmental Provisions -4- M � ti Section 4. Hazards. Whenever the Director of Building Division, Department o City and Environmental Development, determines that an existino excava- tion or embankment or fill has become a hazard to life an limb, or endangers property, adversely affects the safety, use or stability of a public way ur 40 drainage channel , the owner of the property upon which the excavation or fill Is located, or other person or agent in control of said property, upon receipt of notice in writing from the Director of Building Division, Department of Com- munity and Environmental Development, shall within the period specified therein, repair or eliminate such excavation or embankment or fill so as to eliminate i the hazard and be in conformance with the requirements of this ordinance. Section 5. Definitions. Certain words and phrases used in this ordinance, un e—;s otherwise clearly indicated by their context shall mean as follows : ( 1) "Bench" is a relatively level step excavated or constructed on the 0 face of a graded slope surface for drainage and maintenance purposes. (2) "Berm" is a mound or raised area used for the purpose of screening a site or opera..on . (3) "ClviI Engineer" shall mean a professional engineer registered in the State of Washington to practice in the field of civil works. (4) "Compaction" is the densi fication of a fill by mechanical means. 1 King County Ordinance No. 1488 Environmental Provisions -3- - 5 I { f� { u� Section 22. Appeals. Any person aggrieved by the grontine, denyini, or suspension I of a grading per,nit, or by the abatement of a grading violation, pursuant to this ordinance shall have the right to appeal from a final decision of the Director of Building Division, Department of Comsunity and Environmental Development. This shall not prohibit the Director of Building Division, Department of Community and Environmental Development, from taking immediate action in cases of hazards � requiring emergency action. The King County Board of Appeals, as established by { Article 7 of the King County Charter, is hereby designated to hear such appeal Section 23• Enforcement Procedure. King County Ordinance No. 1219, Chapter 2, Section 207, and Chapters 3, 4, 5, 6, 7, and 8 describing, Appeals, Notice, and Orders of Director of Building, Depar'.ment c' Community and rnvironmentai Develor.- ment; Procedure for Conduct of Hearing Appeals; Enforcement of the Order of the Director of Building Division, Department of Community and Environmental Develop- ment, or the Board of Appeals; Performance of Work of Abatement and Recovery of i Civil Penalty and Cost of Abatement; are here, by reference, incorporated into this ordinance as applicable and shall govern enforcement and appellate procedures for abating violat`ons as described herein. Seetlnn 24. 9evez:hility Clwise. If any section, subsection, paragraph, sentence, clause or phrase of this ordinance is for any reason held to be invalid or unconsti- tutional such invalidity or rncon3titutfonality shall not affect the validity or constitutionality of the remaining portions of this ordinance, it being herein expressly declared that this ordinance and each section, subsection, paragraph, sentence, clause and phrase thereof would have been adopted irrespective of try- Y fact that any one or more other sections, sub-sections, paragraphs, sentences, I{( clauses or phrases be declared invalid or unconstitutional. f r y v, County finance Nu. 1488 " ironmental Provisions -26- 6 I t 4 Section 19. Violations - Misdemeanor. It shall be unlawful for any person, firm, corporation , r other orr;anization to allow, use or maintain any land, building, structure, premises, or portion thereof contrary to or in violation of any of the provisions of this ordinance or any order issued by the Director of Building Division, Department of Community and Isnvironmental Development. Any person violatinP the provisions of this sectior shall be guilty of a misdemeano- for each day such violation continues. Section 20, Civil Penalty. In addition to or as an alternate to any other penn].ty prow'-den herein or by law, any person, firm, corporation or other organi- zation who violates any of the provisions of this ordinance or by esen act of commission or omission prrw.ures, aids or abets such violation shall incur a cumulative civil penalty in the amount of ten .ollars per day, per each violation, plus brr' 'de costs of the Building Division, Department of Community and Environ- mental .. mlopment, from the date set for compliance until such violation is ,( corrected or such notice of violation or order is complied with. All civil penalties will be enforced and collected in accordance with the procedure specified in this ordinance. Section 21. Additional Enforcement. Notwithstanding, the existence or use of any other re"rdy, the Director of Buildlnr. Division, Department of Community and Environmer ;al Development, may seek legal or equitable relief to en.�nir. any acts or practices and abate any conditions which constitute or will constitute a violation of this ordinance or other regulations herein adopted. b I King County ordinance No. 1488 Environmental Provisions -25- 1*' ► • Section 15. 9u3pensio.. or Revocation. The Director of Building Divlalon, Depart- ment of Community and Environmental Development, may suspend or revoke a grading permit whenever the permit is issued in error or on the baua of incorrect infor- mation supplied, or in violation of any pertinent ordinance or zegulation or any of the provisions of this ordinance; or whenever any grading work is being done • contrary to the provisions of this ordinance. Section 15. stop Work Orders. Whenever any grading work is be;.ng done contrary to the provisions of this ordinance, the Director of Building, Division, Department of Community and Environmental Development, may order the work stopned by notice in writing served on any persons engaged in the doing or causing such work to be Y done and any such persons shall forthwith stop such work until authorized ty the Director of Building Division, Department of Community Development, to proceed with the work. Section 17• Grading Violations. All violations of this ordinance, including hazards and failure to comply with terms of the grading permit and conditions are determined to be detrimental to the public health, safety, and welfare and are hereby declared to be public nuisances. All conditions, which after Inspection, have been determined by the Director of Building Division, Department of Community and Environnental Development, to render any land, building, structure, premises or portion thereof to be used or maintained in violation of this ordinance, shall be abated. Section 18. Abatement Defined. For purposes of this ordinance, abatement of a grn.9lr.R violation is defined as the termination of any grading violation by reasonable and lawful means determined by the Director of Building Division, Department of Community and Rnvironmental Development, and mi es led for this ordin uuce in order that the land, building, , premises, • thereof shell be made to comply with this ordinance. O King County Oudirlace No. Environmental Provisions Y4- m Section 13• Stiorelands and Tidelands. Any fill placed upon shorelands and tidelands shall be contained within an adequate retaining structure constructed t!:treon so as to prevent adverse effect upon other lands beneath the water. The design, and construction of srch retaining, structure shall be approved by the i Director of Building Dix :on, Department of Community and Envirorurental Develop- ment, provided the Direc-_r may waive the above retaining structure requirement upon a showing, supported by adequate engineering data, that such retaining, structure is not recessair tc such containment. No grading permit shall be Issued to fill upon shorelands or tidelands until approved by the appropriate r Federal., State or local authority. '10 grading, permit shall be issued for any • filling, seaward of the shorelands or tidelands. Section 14. Confidential Materiel. Upon request, the building Division, Department of Community and Environmental Department, shall release Information acquired through the administration of this ord:na,,ee to proper interested persons. For these purposes "proper interested persons" are defined as follows: • (1) As to Information relattng to specific mining and reclaration costs or to processes of mining unique to the operator or owner tnereof, or information that may affect adversely ,he competitive positions of such operator or owner if released to thc. public or to a -ompetitor, "proper interested persons" are those persons so designated uy the operator and • his authorized agr,,,;s. (2) As to reclamation plans, operator's reports tt aid all other information (except information specified In Section (1/ of this rule on confiden- L:"-, material) required through the administration of this ordinance, all members of the public are "proper interestec, person". • • King County Ordinance No. 1488 Blsvironmental Provisions -23- e (c) 9u_h graded or back filled areas, except for roads, shall be sodded or surfaced with soil. of A quality at least equal to the topsoil of the land area-, immediately surrounding, and to n depth of at leas: _ four inches or a depth of that of the topsoil of land areas immed- iately surrounding if less than four inches. . . (d) 9nch topsoil As required by paragraph (c) above shall be planted with trees, shrubs, legumes or grasses and said flora shall be so selected as to be indigenous to the surrounding area. u (a) Graded or back iilled areas shall be reclaimed in a manner which will. not allow water to collect and permit stagnant water to remain. Suitable drainage systems approved by the Department of Public Works shall be constructed or installed if natural drainage is not possible. (£) Waste or spoil piles shall be leveled a' area treated an to .. sodding or surfacing, and planting as " in Section 12, subsection (1), paragraph (c) aid (d). (2) Underground mining operations shall not be left in a condition so as to be or become hazardous. Mine shafte, air courses, inclines, or hori- zontal workings temporarily unused or deserted shall be blocked by ' solid bulkheads constructed and maintained so bs to deny access. A locked menwey or door may be installed as part of the bulkhead. where shafts, air courses, inclines, or horizontal workings are to be perme- nently abando,�d in accordance with good mining practice, the collar or portal to such workings shall be completely blocked by permanent bulk- heads constructed of concrete and/or steel or by causing the collapse of .� solid rock at such collar or po.tal in such manner as to permanently fill said openings with rock of sufficient size to proh'bit the re-opening, of 44 said workings by natural movement of the collapsed rock try gravity down inclined workings. f Ye • King County Ordinance No. 1468 Environmental Provisions 42- � 'e • (e) The intent of this provision is to allow reclamation cf the land which will result in the establishment of a lake of sufficient area ano depth of water to be useful for residential or recrea- tional purposes. • (14) hours of operation,unless otherwise authorized by the Director of Building Division, Department of Community and Envircnmental Develop- ment, shall be between 7:00 a.m. and 7:00 p.m. (15) All operations, conditions, and standards of performance shall be • subject to the limitations on permitted uses In the Zf Claisificatlon, Sections 24.42.030 through 24.42.110 and Land Rehabilitation Provision, Section 24.42.120 of the King County Zoni:,g Code, Resolution 25789. Section 12. Land restoration. • (1) Upon the exhaustion of minerals or saterials or upon the petmar- it abandonment of tha quarryin, or mining operation, all nonconforming buildings, structures, apparatus or appurtenances accessory to the quarrying and mining operation shall be removed or otherwise dismantled to the satisfaction of the Director of Building Division, Department of Commninity and Environmental Development. Phis requirement shall not require land restoration on projects completed prior to January 1, 1971 except those covered under previously existing zoning, requirements. (a) Final grades shall reflect the uses permitted within the underlying zone classification. (b) Grading or back filling shall be made with non-noxiais, n3n- ±^wmnable, non-combustible and non-putrescible solids. King County Ordinance No. 1488 Environmental Provisions 41- 4 I a i I s Foce of footing µ Y _He 111 � 1111111 � I a TABLE NO. 1 REQUIRED SETBACKS H a b c d e f 0-10, 3' 3 3' S' NA NA 10'-3d H:2' 10' 10' Id OVER 30 15' 10 10 10' Id 25' .1 a King County Ordinance No. 1486 Environmental. Provisiono -eo- d (a) The depth of the excavations roust m,t be less than two feet measured below the low-water mark. (b) All banks shall be sloped to the water line no steeper than three * feet horizontal to ons foot vertical. (c) All banks shall be sloped from the low-water line into the pond or laka with a minimum slope of three feet horizontal to one foot vertical to a distance of at least twenty-five feet. b (d) In no event shall the tern, water-producir,,; depth as here'.n used be construed to allow stagnant .r standing water t� collect or remain in the excavation. • • c • • King County Ordinance No. 1488 Envirormmentrl Provisions -19- IN i (11) Nhemeer property developed for the mining or quarrying of minerals or materials has a common property line with residentially developed property, there shall be installed and maintained or cultivate, if natural flora exists, a view obscurine planting screen not less than ten feet in width and In such planting strip shall be evergreen shrubs, n bushes or trees which shall be maintained at a height of not less than six feet and the planting, screen shell be planted according to accepted practice in Food soil, irrigated as necessary and maintained in good condition at all times. Such a view-obscuring planting screen herein required shall be installed as a yard improvement at or before the time mining or quarrying operations commence or within a reasonable time n thereafter given due consideration to planting conditions. (12) Setbacks. The tops and the toes of cut and fill slopes shall be set back from property boundaries as far as necessary for safety of the adjacent properties and to prevent damage resulting from water runoff or erosion of the slopes. The tops and the toes of cut and fill slopes shall be set back from structures as far as is necessary for adequacy of foundation support and to prevent damage as a result of water runoff or erosion or the slopes. Unless otherwise recomvmnded in the approved soil engineering and/or engineering geology report and shown on the approved grading plan, setbacks sht11 be no less than shown, in Table 110. 1. (13) Excavations to dater-producing Depth. All excavations must either be made to a water-producing depth or grade to permit natural drainage. The excavations made to a water-producing depth shall be reclaimed in the foLloving manner: u V s King County Ordinance No. 1488 Fnvironmenta: Provisions -18- t (;) Drainage. Provisions shall be made to! (a) prevent any surface water or se-page from damaging the cut face of any excavations or the eloping face of a fi11; • (b) carry any surface waters that are or might be concentrated as a result of a fill or excavation to a natural water course, or by other means approved by the Director, Department of Public Works; 1 (c) prevent any sediment from leaving the site. (6) Bench/Terrace. Benches at least ten feet in width shall be beck sloped and shall be established at not more than twenty-five Peet vertical intervals to control surface drainage and debris'Swales or ditches on benches shall have a maximum gradient of five percent. ♦ (7) Access roads to grading sites shall be maintained and located to the satisfaction of the King County Department of Public Worka to minimize problems of dust, mud and traffic circulation. (8) ALcess roads to grading, sites shall be controlled by a gate when required by the Director of Building Division, Department of Community and Environmental Development. (9) Signs warninq of hazardous conditions, if ouch exist, shall be affixed at locations as required by the Director of Building Division, Depart- ment of Comnvnity and Environmental Development. 0 (10) Fencing, where required by the Director of Building Division, Department of Community and Environmental Development, to protect life, limb and property, shall be installed with lockable gates which must be closed and locked %hen not working the site. The fence must be no less than five feet in height and the fence material shall have no horizontal opening larger than two inches. • • King County Ordinance No. 1488 Hrrironmental rr-ovisioni -17- Section 11 Operating,Conditions and Standards of Perforrance Cuts and fills shall conform to the provisions of this section unless otherwise recommended in a soil engineering and/or engineering geology report approved by the Director of Building Division, Department of Community and Environmental Development. n ; (1) Slope. No slope of cut and fill surfaces shall be steeper than is safe for the intended use and shall not exceed two horizontal to one vertical unless otherwise recommended in a report approved by the Director of Building Division, Department of community and Environmental Development. (2) Erosion Control . All disturbed areas including faces of cuts and fill slopes shall �e prepared and maintained to control erosion. This control may consist of effective planting. The protection for these areas shall be irstalled as soon as practical and prior to final approval . Where areas are not subject to erosion, as determined by the Director of Building Division, Department of Community and Environmental Development, such protection may be omitted. (3) Preparation of Ground. The ground surface shall be prepared to receive fill by removing unsuitable materia. such as concrete slabs, tree - stumps, brush and car bodies. (4) Fill Material . Except in an approved sanitary landfill , earth materials which have no more than minor amounts of organic substances and have no rock or similar irreducible material with a maximum dimension greater than eighteen inches and shall be used. Kin.] County ordinance No. 1488 Environmental Provioions -16- t r (c) Completion of the protective work contemplated under the permit within the time limit specified in the xrmit. (The Director of • Building Division, Department of Community and Environmental Development, may, for sufficient cause, extend the time specified in the permit, but no such extension shall release the surety upon the bond. (>f) Failure to Complete Protective Work and/or Land Rehabilitation. in the event of failure to comply with all .the conditions and terms of the permit, the Director of Building Division, Department of Community and Env lronmertal Development, shall notify the permittee and the surety in writing, and failing to obtain response within ten days from the receipt of notification may order the work required by the permit to be completed to his satisfaction or perform all necessary corrective work .,. to eliminate hazards caused by not completing the work. The surety executing such bond or del .�sit shall continue to be firmly bound, up • to the limits of the bond, under a continuing obligation for the payment of all necessary costs and expenses that may be incurred or expended by the yoverniny a, �ncy in ceu,ing any and all such required work to be done. In the c, a of a cash deposit, said deposit or any unused portion thereof shall be refunded to the permittee. in no event shalt the liability of 'he surety exceed the amount stated in its bond regardless of the number of years the bond shall remain in force. Section 10. Liability Insurance and Exception. The permi,tee shall maintain a lialility Policy in the amount of one hundred thousand dollars per individual , three hundred thousand dollars per occurrence, and f;fty thousand dollars property da�wge, and shall name King County as an additional insured. EXCEPTION: Liability insurance requirements may be waived for projects invciving less than ten thousand cubic yards. Liability insurance shall not be required of other ring County _ Departments. h i King County Ordinance No. I488 Environmental Provisions !i7 -15- t t 1 (1) Reclamation Bond, The permittee shall post a surety bond or cash bond in an amount sufficient to cover the cost of conformance with the conditions of the permit, including corrective work necessary to provide adequate drainage and to remove and eliminate geulogicai hazards. Any reclamation bonds posted with the State of Washington, Department of Natural Resources, for Surface Mining Permits may be applied on the surety bond requirements insofa, as they pertain to i the reclamation provisions of this ordinance. (2) Operation Bond, In addition to the reclamation bond, a cash operating r, bond shall accompany the operating permit and may be used at the discretion of the Director of Building D?vision, Department of Co�,mun:•y and Environmental Development, to correr.t deficiencies arfecting public health, safety and welfare, including effects on wn*er quality. The amount shall be determined by the Director of Building Division, Department of Community and Environmental Development, but shall not be in excess of one thousand dollars. (3) Conditions. Every bond shall obligate the permittee to the followlra conditions; (a) Compliance with all of the provisions of the King County Code, applicable laws and ordinances; (b) Compliance with all of the terms and conditions of the permit for excavation or fill to the satisfaction of the Director of Building Division, Department of Community and Envirorurrntal Development; r il King Cnunty Ordinance No. 1488 Environmental Provisions t ♦ M r- (b) If an authorized employee of the Authority during the course of an inspec- tion desires to obtain a sample of air contaminant, fuel , process material or other rtwterial which affects or may a,-feet the emission. Of air contami- nant-, he shall notify the owner or lessee of the time and place of obtaining a sample sc that owner or lessee has the opportunity to take a similar sample at the same time and place, and the authorized employee of the Aut�ority shall give i receipt to the owner or lessee for the sample ob, e;r-_d. n sect,on .07 lonfidential Information Whenever any records or other information furnished to or obtainr;d py the Authority, pursuant to anv sections in Chanter 70.94 HCW, relate to processes or production unique to the owner or operator, or are likely to affect adversely the competitive position of such owner or operator if released to the public or to a competitor, and the owner or operotor ^f such processes or production �o ev certifies, such records or information shall be only for the confidential ase of the Authority . Section 3.09 Violations-Notice Whenever the Board or tl.a Control Officer has reason to believe teat any provisions of thi- Regulation relating to the control or prevention of air pollution has bee violated, the Board or Control Officer may cause written notice to be served upon the alleged violator or violators . The notice shall specify the pro-iisiors of this Regulation alleged to be violated, and the facts alleged to constitute a violation thereof, and may include an order that necessary corrective actior be taken within a reasonable time. In lieu of an order, th_ Board or the Control Officer may require that the dileged violator e+ f or violators a, car before the Hearings Board as provided fcr in Chapter 43.21E `tr RCW for a hearing pursuant to the prov, ions of Chapter 34,04 RCW as now or hereafter amended, or in addition to cr in olace of an order or hearing, the Hearings Board created in Chapter 43.218 RCW may initiate action pursuant to RCW 70.94.425, 70.94.430, and 70.94.435. M i M I � Puget Sound Air Pollution Control Agency Regulation 1 Environment. ' Provisions -8- v . t 4 IMF A If i Y 1241 y"��iir 4 ' ant rp�'T' ' IYFi S'Nf_VUL" , ,44{tfl lu o- � r ARTICLE 3 GENERAL PROVISIONS c t ion 3.oi Druties and Powers of the Board (a) Pursuo o nt to the prvisions of the "Washington Clean Air Act", the Board may take :uch reasonable action as F-01 be necessary to prevent air pollution which may Include control or measurement of the emission of air contaminant from a source. The Board shall appoint a Control Officer competent in the field of air pol ',,tion control who shall observe and enforce the provisions of this Regulation and all orders, orcinances, resolutions, or roles and regulations of this Authority pertaining to tie control and prevention of air pollution. The Board shall establish suet. procedures and take such action as may be required to implement section I .O1 of this Gegulation consistent with the State Act and nthe; appliczble laws. (b) The Board stall require that reports.he ntrol Officer maintair appropriate records and prepare pe , Sett foe 3 I nve�stigaiions and Studies oy the Contro�keffi ereasonabie investi- The Control Orf icer and/or h•s qualified agents r"-y y ga•lon or study which i . necessary for the purpose of a,nforcirq this Regulation or any amendment thereto or controlling or reducing the amount or kind of air contaminant. section nvestigaiion by Control Of� (a) For the purpose of investigating conditions specific to the control , recovery or release of air contaminants into the atmosphere , the Conte otiicer or his 6uly authorized re prrfeVLaaEivespublie R shall r'perve ty. th the power enter at reasonable times upon any private eized representative. permission of the owner or his duly Puget Sound Air Pollution .ontroi Agency Regulation I Environmental Provisions 91 ybt a, t Lit,it,'r (jj) "Primary Ground Level Monitoring Station" or "PGLMS" means a station designed to provide information on contaminant concentrations near the ground and provide data valid for the immediate area only. (The probe inlet shall be i to 15 feet above ground level with a desired optimum height of 10 feet.) The probe inlet shall not be less than ■ 2 feet from any building or wall . The sampling site shall be rep•:sentative of the immediate area and not be contaminated by any unique source. (kk) "special Station" t.r "55" means any station that does rot meet the cr;teria or purpose of a Primary Air Mass Station or a Primary Ground Level Monitoring Statioa (11) ">tandard conditions" means 70 degrees fahrerheit and 29.92 in. He r, (an) "Residential burning" means small outdoor fires consisting of leaves, clippings, prunings, and wood, so long as it has not been treated by an application of prohibitive material or substances, and other yard and gardening reuse originating on lands immediately adjacent and in close proximity to a human dwelling and burned on such lands by +' the property owner or his designee. h (nn) "Land clearing burning" means outdoor fires consisting of residue of a natural character such as trses, stumps, shru' �ery or ocher natural vegetation raising from land clearing projects and bL, „ed on the lands on which the materi- ' originated . t (oo) "Small outdoor fire" means a fire in a pile no more than four (4) feet in diameter and three (3) f et in height. w r r Puget Soun2 Air ollution Conrrol Agency Regulation I Environmental Provisions ~ -b- t 1 1 4 �) MOM A IM i '.� Mum orr�' r . (z) I?erson ' means and includes any individual , firm, public or private corporation, association, partnership, political subdivision, municipality or governmental agency, (aa) "P' .able equipment" means equipment, as defined in Subsection 1 .07 (k) designed to be transported from place to place for temporary operation, , (bb) "Refuse burning equiF ent" means equipment as defined in Subsection 1.07 1k) , designed to burn waste mate ial, scrap, or combustible remains. (cc) "Regulation" means any regulation or any sub,equently adopted addi- tions or amendments thereto of the Puget Sornd Air Pollution Control Agency, (dd) "Standard cubic foot of gas" reans that amount of the gas which would occupy a cube having dimensions of one foot on each side, if the gas were free of water vapor and at standard conditions. (ee),+`"Power boiler" means fuel burning equipment used to produce steam or vapor at a pressure exceeding 15 lbs. per square inch gauge. (ff) "State Act" means the 'Washington Clear, Air Act". (gg) "Tr asphalt plant" means any asphalt Plant specifically designed by a manufacturer as a travel asphalt plant and customarily u-ed in the industry to locate near the joi, site (.rh) "ppm" means parts Per million parts by volume. (li) "Primary Air Mass Station" or "PAMS" means a type of station designed to measure contamination in an air mass and representing a relatively , broad area. The sampling shall be representative of the general area concerned and not to be contamin ted by any special source. The probe inlet shall be a minimum of 15 feet and a maximum of 150 feet above ground level . Actual elevation should vary to prevent adverse exposure conditions caused by surrounding tuildings and e\ terrain. The probe inlet shall be placed approxima'.ely 5 feet above the supporting rooftop. Puget Sound Air Pollution Control Agency Regulation I Environmental Provisions f� ti 4 \II. Y�T•CI•"Try All (r) "Marine installation" means equipment , as defined in Subsection 1.07 (k) installed on a vessel or on any device which floats in the water, (s) "Motor vehicles" means any operating vehicle or one capable of being operated which has its own self-contained sources of motive power, is designed for the transportation of people or property, and is of the type for which a license is required for operation on a highway. (t) "Multiple chamber incinerator" means any incinerator consisting of three or more refractory-lined combustion chambers in series, physically separated by refractory walls, interconnected by gas passage ports or ducts and employing adequate design parameters necessary for maximum combustion of the material to be burned. (u) "t,jAclor fire" means the combustion of material in the open or in a container with no proiision for control of such combustion or the control of the emissions of the combustion products . (v) "Owner" includes the f-rson who leases , supervises or operates the equipment or control apparatus. (w) "Particulate matter" means any material , except water in an uncon- bined form, that is or has been airborne and exists as a liquid or a solid at standard conditions. (x) "Process weight" means total weight of the materials consumed or charged in any specific process including solid fuels charged, but excluding liquid and gaseous fuels, and combustion air, (y) "Process weight per hour" means process weight divided by number of hours from the beginning of any specific process to the completion of the proe=ss, excluding any time during which the equipment used in the process is idle. rw i Puget Sound Air Pollution Control Agency Regulation I Environmental Provisions -4- 1 x N+�w I/Yti*Y ►al �� . .. �Ni' gpRil ,N�,+'N �!-Y*�+1( NNk�)Rt7 1 �I,Mb t n e 1 ,'r r.�r 'jp)?w rt (1) "Controi Officer" means the Air ollution Control Officer of the . Puget Sound Air Follut,. n Control Agency 0) "Emission" means a reic,se into the outdoor atmosphere of air contaminants. (k) "Equipment" means any tationary or portable device or ar,y part ' thereof capable of causing the emission of any air _onta,ainant into the atmosphere. (1} "Equipment used in a me, ufdcturing process" means equipment, as defined in Subsection 1 .0; (k) in which some air contaminant emitted is caused by a manufacturing process. r (m) "Excess Air" means t,e quantity of air which exceeds the theoretical quantity of air required for complete combustion. (n) "Fire Chief" means a County Fire Marshal; City Fire Chief; Chief of each County Fire Protection District or his authorized representative; 40 r' of authorized forestry +flicials from the Washington State Department of Natural Aesou•ces. (o) "Fuel burrr.ng equipment" means equipment as defined in Subsection 1 .07 (k) other than internal combustion engines and marine installa- tions, the principal purpose of which is tF_ production of hot • air, hot water or steam. (p) "incine. ator" means a furnace for the destruction of waste. (q) "Installation' means the placement, assemblage or construction of equipment or control apparatus at the premises where the equipme.rt • or control apparatus will be used, and includes all preparatory work at such ,rises. • • Puget Sound Air P411 utinn Control Agency Regulation I • Environmental Provlsiorn -3- 1p �Wrlq ME 111M MUM E Sectior 1 .07 General Definitions When used in Reyulation 1 of the Puget Sound Air Pollution Control Agency: (a) "Agricultural operation" means the growing of crops, the raising of �. fowl, animals or bees as a gainful occupation. (b) "Air Contaminant" means dust, fumes, mist, smoke, other particulate matter, vapor, gas, odorous substance, or any rombinaticn thereof. (e) "Air pollution" is the presence in the outdoor atmosphere of one or A more air contaminants in sufficient quantities and of such characteris- tics and duration as is, or is likely to be injurious to human health, plant or animal life, or property, or which unreasonatly interferes with enjoyment of life and property. (d) "Alteration' met,ns any addition to or enlargement or replacement of, or any major modification or change of the design, capacity, process or arrangement, or any increase in the connected loading o;, equipmert or control app,..atus which will significantly affect the kind or amount of air contaminant emitted. (.} "'Ambient air" means that portion of the atmosphere external to buildings, r+ to which the general public has access. (f) "Authority" and/or "Agency" means the Puget Sound Air Pollution Control Agency. (g) "Board" means the Board of Directors of the Puget Sound Air Pollution Control Agency. (h) 'Control apnaratus" means any device which prevents or controls the emission of any air contaminant. M M r Puget Sound Air Pollution Control Agency Regulation I Environmental Provisions V H f7 w • ARTICLE I POLICY, SHORT TITLE G DEFINITIONS Sect, n 1.01 policy The PL et Sound Air Pollution Control Agency, consisting of the counties of Pierce, King, Snohomish and Kitsap, having been activated by the Washington Clean Air Act, RCW 70.94, adopts the following Regulatict to control emission of air contaminants from all sources within the jurisdiction of the Agency; to provide for the uniform administrat:on and enforcement of this Requlation; and to carry out the requirements and purposes of the Washington Clean Air Act. It is hereby declared to be the public policy of the Puget Soune Air Pollution Control Agency to secure and maintain such levels of air quality as will protect • human health and safer.y and, to the greatest degree practicable, prevent injury to plant and animal lice and to property, foster the comfort and convenience of Its inhabitants, seek public participation in policy planning and implementation, promote the economic and social development of the Puget Sound area and facilitata the enjoyment of the natural attractions of the Puget Sound area. tl Sect ;on 1..03 Name of Agency The name of the multicounty Air Pollution Control Agency comprised of the activated or inactivated air pollution control authorities of King County, I Pierce County, Snohomish County and such other counties whose air pollution control authorities may now or -ater merge with this multicounty authority shall be known and cited as the "Puget Sound Air Pollution Ccntrol Agency." • Siction 1.05 Short Title This Regulation may be known +nd cited as "Regulation I of the Puget Sound Air Pollution Control Agenc ' • 4 • Puget Sound Air Pollution Control Agency Regulation i • Environmental Provisions W SECTION Page • 11 .03 Ambient Air Quality Standards: Suspended Particulate ----------------- 40 11 .05 Ambient Air Quality Standards: Particle Fallout ---------------------- 41 I1.06 Arabi en Air Quality Standards: Carbon Munoxide ----------------------- 41 • 11.07 Ambient Air Quality Standards: Photochemical Oxidants ---------------- 42 11 .08 Ambient Air Quality Standards: Nitrogen Dioxide ---------------------- 42 11 .09 Ambient Air Quality Standards: Hydrocarbons -------------------------- 42 • 12.01 Reporting and Moritoring Required ------------------------------------ 42 �r I 4A ' f Puget Sound Air Pollution Control Agency Regulation 1 • Environmental Provisions -D- i lt �IY�IfFh AtLWYia r t a�aliielfi:3itliiNBilfNlY1.'twA Li. ..v l ' I SECTION page 6.09 Notice of Completion. Order of Violation ---------------------------- 20 6. 11 Conditional Approval ------------------------------------------------- 21 7.01 Variant,s ------------------------------------------------------------ 21 0 7.02 Filing Fees ---------------------------------------------------------- 22 9.02 Outdoor Fires -------------------------------------------------------- 23 9.03 Emission of A' r Contaminant: Visual Standard ------------------------ 7 • 9.04 Particulate Matter --------------------------------------------------- 28 9.05 Incinerator Burning -------------------------------------------------- 29 ' a 9.06 Refuse Burning Equipment: Time Restriction -------------------------- 29 9.07 Emission of Sulphur Oxides --------------•-------------------------- 30 9.09 Emission of Farticulate Matter: Weight Rate Standard ---------------- 33 9• Il Emission of A1r Contaminant or Water Vapor: Detriment to Person or Property ------------------------------------------------------------ 36 9.12 Udor and Nuisance Control Measures ----------------------------------- 36 9. 13 Emission of Air Contaminant: Concealment and Maskina Restricteo ------ 36 �� 9. 15 Preventing Particulate Matter from Becoming Airborne 37 16 Report of Breakdown 37 f, 9. 1' Emission of Nitrogen Oxide ------------------------------------------- 38 9. 19 Arenic Emission Standard --------------------------------------------- 38 11.01 A Quality Control Measures ---------------------------- - 39 • ruget Sound Air Pollution Control Agency Regulatloc I * Environmental Provisions -c- 4 NW s • SECTION Page 3.07 Confidential Information ---------------------- - 3.09 Violations - Nctic� ---------------------------- --- 8 t3. 11 Orders and Hea, :ngs --------------------------------------- ----------- 9 3. 12 Appcals from Board Orders 3. 13 Status of Orders on Appeal ------------------------------------------- 4 3. 15 Interfering with or Obstructing Agency Personnel --------------------- 9 3. 17 false and Misleading Oral Statements- Unlawful Reproductions or Alteration of Documents --------------------------------------------- 9 3. 19 Display of Orders , Certificates and Other Notices: Removal or Mutllation Prohibited ----------------------------------------------- 10 3.21 Service of Notice --------'----^'--------'---'----------------------- 10 3.23 Separability -------------------------------------------------- ------ 11 3.25 Penalty -------------------------------------------------------------- 11 3.27 Additional Enforcement -- -- 11 3.29 civil Penalty --------------------------------------------- ----------- 12 5.03 Regi�•tration Required ----------------------------------------------- 13 • S.DS General Requirements for Registration ---- ------------------------ 13 6.03 Notice of rsnstruction - When "squired ---- •--••----------------------- 16 6.05 Information Required for Notice of Construction and Application for • Approval ---------------------------- 17 6.07 issuance of P .proval of Order ---------------• ----------------------- 18 r a i w' Puget Sound Air Pollution Control Agency Regulation I ; Environmental Provisions -B- A fdt` V e r 4 1 - REGULATION 1 OF THE P. GET SOUND AIR POLLUTION CONTROL AGENCY Table of Contents Page ARTICLE 1 POLICY, SHORT TITLE AND DEFINITIONS ---------------------------------- 1 3 GENERAL PROVISIONS --------------------------------------------------- 7 5 REGISTRATION --------------------------------------------------------- 13 t 6 NOTICES OF CONSTRUCTION AND ORDERS OF APPROVAL ----------------------- 16 7 VARIANCES ------------------------------------------------------------ 21 9 EMISSION STANDARDS --------------------------------------------------- 23 ' 11 AMbIENT Alk QUALITY STANDARD` AHD CONTROL MEASURES REQUIRED ---------- 39 12 STANDARDS OF PERFORMANCE ------------- •------------------------------- 42 0 SECTION 1 .01 Policy --------------------------------------------------------------- ! i 1.03 Name of Agency ------------------------------------------------------- I ►40 1.05 Short Title ---------------------------------------------------------- I J 1.07 General Definitions -------------------------------------------------- 2 .. 3.01 Duties and Powers of the Board --------------------------------------- 7 3.03 Investlgatlons cnd Studies by the Cortrol Officer -------------------- 7 3.05 Investigation by Control Officer ----------- -------------------------- 7 a Puget Sounc Air Pollution Control Agency Regulation I • Environmental Provisions A- ¢ Y' s y CONTRACT PROV. SR 169 HALF BRIDGE DUCT SR 40.5 1 I (c) Any variance or rerewal thereof shall be granted within the requirements of suLsecliur. (a) and for time periods and ender conditions consistent with the reasons therefor, and within the following limitations: (1) if the variance is granted on the ground that there Is no practicable means known or evailal a for the adequate prevention, abatement or control of the pollution involved, it shall be only until the necessary means for prevention, abatement or control become known and available, and subject to the taking of any subs,;tute or alternate measures that the Board may prescribe. i (2) if the application for variance shows that there is no automobile fregmentizer within a , easonable distance of the wrecking yard for which the variance is sought , a variance will be granted for a period not to exceed three years for commercial burning of automobile hulks, subject to such conditions as the Board may impose as to climatic conditions and hours during which burning of such hulks may be carried out; PROVIDED, HOWEVER, that any variance granted hereunder shall be of no force and effect after July 1 , 1970• (3) If the variance is granted on the ground that complia.ice with the particular requirements or requirement from which variance Is sought will require the taking of measures which, because of their extent or cost, must be spread over a c•xnslderable period of tire, it shall be for 3 period not to exceed such reasonable time as, in the view of the Board is requisite for the taking of the necessary measures. A variance granted on the ground specified herein shall contain a timetable for the taking of action in an expe,;itious n3nner and shall be conditioned on adherence to such timetable. Puget Sound Air Pollution Control Aqency Regulation I EnvIror.mental Provisions '?1- r g r (a) `allure to Issue such an order or approval within the time prescribed herein shall be deemed a determination that the construction, installation or establishment may Vroceed, provided that it is in accordance with the plans, specifications or other Information, if any, required to be submitted. Such Y' failure, however, shall not relieve any person from his obligation K to comply with any emission control- requirement, or with any other provision of law. Section 6.09 Notice of Co. letlon - Order of Violation (a) The owner or applicant shall notify the Board or Control Officer of the completion of construction, installation or establishment and the date upon which operation will commence. The Board or Control Officers shall , within thirty (30) days of receipt of notice of completion, inspect the construction, installation or establishment, and the Board or Control Officer may issue an Order of Violation if he finds that the construction, installation or establishment Is not in accord with the plans, specification% or other information submitted to the Agency, and will be in violation of the emissions standards to existence at the date the order w: issued. (b) Upon receipt of an Order of Violation, the owner may appeal said order in accordance with the prov.slons and procedures in Section 3. 11 , 3.12 and 3. 13 of this Regulation. (n) 1ne Issuance of approval as provided by this Article and Section 6.07 shall not relieve the owner of the obligation to comply with the emission standards as adopted by th's Agency, or prevent the Poard or Control Officer from issuing such orders as provided by Section 3.09 of Article 3 of this Regulation. w J w Puget Sound Air Pollution. Control Agency Regulation 1 Environmental Provisions -20- 1 1 • (5) All parts of the equipment can be readily cleaned or repaired. • (c) If the Board or Control Officer determines thai the construction, Installation or establishment of a new air contaminant so.irce will not meet the emission standards, the Board or Control Officer shall , within thirty (30) days o° the receipt of the Notice and Application, Issue an Order for the prevention of the construction, • installation or establishment of the air contaminant source or sources, and, (1) The Order shall be in writing; (2) The Order shall set forth the objections in detail with references to the emissions standards that will not be met by the proposed construction, In..aliation or establishment; (3) The Order shall be signed by the Control Officer or his i �. authorized representative. . (d) Any Order issued pursuant to this section shall become final unless, no later than fifteen (;5) days after the date the Order is served pursuant to Section 3.21 of this Regulation, the owner or applicant petitions for a reconsideration of the Order, pith reasons for the reconsideration. • (1) the Board or Control Officer shall consider the petition, and shall within thirty (30) days give written notice or disapproval of the petition setting forth the reasons for disapproval. • (2) If the petition of the owner or applicant be disapproved, the owner or applicant may petition the Hearings Board for a hearing within thirty (30) days of receipt of the route of disapproval and proceed under the procedure as set forth ir. Section 3. 11 and 3.21 of this Regulation. Puget Sound Air Pollution Control Agency • Regulation I Environmental Provisions -19- 1 • �• 4 Section 6.07 Issuance of Approval or Order (a) Wittiin tnirty (30) days of receipt of Notice Construction and Application for Approva' , the Board or control Officer shall issue an Approval of Construction, or an Order that the t construction, installation or establishment of a new air contaminant source will not be in dccord with the applicable emissions standards as are in effect at, the time of filing the w Notice of Construction and Application ror p,,yroval . (b) No approval will be issued unless the information supplied as required ky subsection 6.05(a) evidences to the Board or the Control Officer that: (1) The equipment Is designed and will be installed to operate without causing a violation of the emissions ;tandards. (2) The equipment Incorporates advances in the art of « ,+ air pollution contra) developed for the kind and mount of air contaminant emitted by the equipment; (3) Equipment having a stack or duct 3 feet or more in diameter will be provided with: (1) Sampling ports of a size, number and ar location as the Authority may require; and (II) Safe access to each port; and (ill) Such other reasorable sampling and testing facilities as the Board or Control Officer may M require; (4) Fuel burning equipment an, re°use burning equipment will achieve optimum combustion of the fuel or refuse material to be burned; x • Puget Sound Air Pollution Cc 'ol Ageocy i Regulation I Environmental Provisions IB- i Section 6.05 information Petered for Notice of Ccnntructlon and Application ;or Approval^—�— i (a) cash Notice of Construction and Application for Approval for the construction, installation or establishment of a new air contaminant source, as above described, shall be accompanied by two sets of plans which show and describe in detail the following s (1) The equipment or control apparatus covered by the Nutice and Application; (2) Any equipment connected, attached to, or serving or served by the unit of equipment ur control apparatus i covered by the Notice and Application; (3) A plat plan, including the distance and height of ' buildings within a rea,onsole distance from the place where the equipment is or will be installed; i i (4) The proposed means for the prevention or control of the emissions of air contaminant; (5) Any additional information, evidence or documantation required by the Board or the Ccr•trol Officer to show that the proposed equipment or curtrcl apparatus will i meet the emissions standards as now or hereinafter set by the Board. (6) Each Nctice of Construction ;•rd Application for Approval shall be signed by •he aoplicant or owner, who may be required to submit evidence of his authority. • Puget Sound Air PoIiutl,•�� � '''�� ' ; ,i,.'."•! ltegulaticr I Environmental Prnvis 4,r•. i ti ARTICLE 6 NOTICES OF CONSTRUCTION AND ORDERS OF APPROVAL - ! Section 6.03 Notice of Construction -When Required (a) No person shall construct, install or establish a new air contaminant source, except those sources that are excluded in Exhibit "A" of Section 5.03 of this Regulation unless a "Notice i of Constructior and Application fo, Approval", on forms prepared and furnished by the Authority, has been filed and approved b�, the Authority in accordance with Sections 6.07(a) , 6.07(e) , or 6. 11 . For purposes of this Article, alterations shall be construed as construction, installation or establishment of a new air ar contaminant source. • (b) A Notice of Construction ,.ad Application for Aporoval shall not be required to commence an alteration of equipment or control apparatus in the event of breakdown or if lelaying the alteration may endanger ,life or have other serious consequences. The Authority shall be notified in writing of the alte.aticn on the first working day after i the alteration is commenced and a Notice of Construction ant Application for Approval shall be filed within fourteen (14) days after the day the alteration is commenced. (c) A separate Notice and App'ication shall be submitted for each unit of equipment or control a paratus are to be installed,constructed w or established ro an ide ,tical manner on the same premises; provided that, the owner has th_ 00tion to give notice and apply for approval of a process with a detaiied Inventory of contaminant sources and emissions related to said process. w • • Puget Sound Air Pn)luticin Col t Agcncv Regulatic.n 1 Environmental Provisions -16- , • (14) Surface coating by use of aqueous solution or susepension. • (li) Steam cleaning equipment used exclusively for that purpose. (16) Storage tanks, reservoirs : or containers: (I) Of a capacity of 6.000 gallons or less used for organic • solvents, diluents or thinners. (II) Of a capacity of 40,000 gallons or less used for liquid fuels Including gasoline, lubricating oil , tallow, vegetable oil , or .asx emulsions. • (17) Vacuum cleaning systems used exclusively for industrial , coarwrcial , or residential housekeeping. (18) Vacuum producing devices used in laboratory operations, and vacuum producing devices which do not remove or convey air contaminant from or to another source. • (19) Vents used exclusively for: (1) Sanitary or storm drainage systems; or (11) Safety valves; or (ill) Storage tank,. • (20) Washing or drying equipment csed for products fabricated from metal or glass , if no volatile organic material is used In the process. (21) Water cooling towers and cooling ponds, except for barometric condensers. (22) WelJing, brazing or soldering equipment. (23) Marine installations not within the jurisdiction of the Ag ncy for longer than 60 days per year. (24) Asphalt laying equipment. "I Puget Sound Air Pollution Control Agency Regulation I • Environmental P• ovisions 4 } (3) Blast cfr.aning equipment which dyes a suspension of abrasive in liquid water rti (4) !oundry sand mold forming equipment, unheated. (5) Fuel burninf; equipment, other than smoke house generators, which: (1) is used -solely for a private dwelling serving less than five families; or (ii) has a BTU input of not nore than 1 million BTU per hour. / (6) Fumigation vaults. (7) Insecticide :pray equipment, non-commercial . (8) Internal coruustion engines, including gas turbine and jet engines. (9) Laboratory equipment used exclusively for chemical or physical analyses. ' (10) Laundry driers, e<tractors or tumblers used exclusively for the removal of water from fabric. (11) Routing, turning, carving. cutting and drilling equipment used for metal , wood, plastics, ruSber, leather or ceramics. (12) Portable equipment which is used within the jurisdiction of the Agency for less than 60 days (13) Sewing equipment. Y • Puget Sound Air pollution Control Agency Regulation I • Environmental Provisions -14- a • ARTICLE 5 REGISTRI,TION Section 5� Reriistr�tion Rego, , All air contaminant sources within the jurisdiction of the Authority shall be registered with the Authority, except any of the air contaminant sources which s are listed in Exhibit "A", which Is made a part hereof as now corstituted or hereafter amended Section 5.05 General Requirements for Registration x (a) Registration of an installation shall be made by the owner or lessee of the source, or his agent, on forms furnished by the Agency. The owner of the • soiree shall be responsible for registration and the correctness of the Information submitted. (b) A separate registration shall be required for e..ch source of contaminant, provided that, an owner has the option to register a process with a detailed inventory of contaminant sources and emissions related to said process; provided further that, an owner need not make a :,operate registration for • identical units of equipment or control apparatus Installed„ altered or operated in an Iden*lcal manner on the same preriiSLS. (e) Each registration shall be signed by the owner or lessee, or the agent for such owner or lessee. EXIIISIT "A" LIST Of EXCLUSIONS ADOPTED BY THE BOAP.D AND ATTACHED AS ADDENDUM 14 (1) -Jr conditioning or ventilating systems not designed to remove contaminant a generated by or released from equiprnrnt (2) Atm*)sphere generators used in connectlun with metal heat treating processes. i Puget Sound Air Pollution Control Agency Regulatior 1 Environmental Provisions � -13- MF 1 section 3 2q civil Pon rlt� Iaddition to or as an al ,ernafe to any other penalty provided for herein or by law, any person who violates any of the provisions of this regulation shall Inc-it a penalty In the form of a fine in an amount not to exceed two hundred fifty dollars per day for each • iolation. Each such violation shall be a separate and distinct offense, and, in cast of a cont'nuing violation, each day's continasrx a shall be a separate and distinct violation. r Each act of commission or omission which procures, aids or abets in the violation shall be considered a violation under the provisions of this section �• and subject to the same penalty. The penalty shall becotx oue and payable when the person incurring the same receives a notice in writing from the Control Officer or his representative of the authority, describing the violation with reasonable particularity .and advising such person that the penalty is due unless a request Is made for a hearing to the Hearings Board. The hearing shall be conducted pursu:.nt to the provisions of Chapter 43 .218 RCW. If the amount of such penalty is not paid to the Board within thirty (30) dnys after receipt of notice imposing the same, and a request for ♦ hearing has not been made, t,,e attorney for the Agency shall bring action to recover such penalty in the Svperior Court of the County In which the violation occurred. All penalties recovered under this section shall be put. Into the treasury ,tf the Agency and credited to its funds. To secure the penalty inc,rrred under this section, the Agency shall have a lien on any vessel used or operated in violation of this regulation which shall be enforced as provided by RCW 60.36.050. u w y Puget sound Air Pollution Control Agency Regulation I Environment,ol Pr,)visions V -12- 'ti i • • (1) Either by mailing the notice in a prepaid envelope directed to the Agarx.y at its office by United States Certified Mail, return receipt • requested; or (2) By leaving the notice at the Agency office with an employer of the Agency. Section 1.11 Separability • IT p a slon of this Regulation is declared unconstitutional , or the application thereof to any person or eirctr-stance is held irvalid, the constitutionality or validity of every other provision of this Regulation shall not be uffected thereby. Section 9_.25 Penalty • (a) Any person who visa ateS any provision of this Regulation shall be guilty of n gross misdemeanor and upon con, oction thereof shall be punished by a fine of not less than One Hundred Dollars nor more than One Thousand Dollai ,, or by imprisonment for a term of not more then one year or by both fine and imprisorvnent for each separate violation. Lech day upon which • such'violat,on occurs shall constitute a separate violation (b) The Control officer shall be empowered by the Board to sign official etmplaints or issue citations or ,nitiste court suits or use other leeal means to enforce the provisions of this Regulation. • Section 3.27 Addirlonal Enforcement Notwithstanding the existence or use of any other remedy, whenever any person has engaged In, or is abt,ut to engage in, any acts or practices which constitute or wl ' I constitute a violation of any provision of this Regulation, or any rule, regulation or order issued by tl.e Board or the Control Officer or his authorized agent, the Board, after notice to such person and an opportunity to comply, may petition the superio- court of the county wherein the violation is alleged to be occurring or to have occurred, for a restraining order or a temporary or permanent Injunction or another appropriate order. • • "t Sound Air Pollution Control Agency Regulation I • Enviroranenta► Provisions -il- 1 Ir (b) No person shall *epruduce or alter or cause to be reproduced or altered any order, registration certificate, ar other paper i�s•ucd by the Agency If the purpose of uch reproduction or alteration is to evade or violate any provision of this Regulation or any other law. Section 3.19 Display. of 0 ders, Certificates and Other Notices; Removal or r ;itntilation Prohibited -- (a) Ary order, or registration certificate required to be obtained by this Regulation, shall be available on the premises designated on the order or certificate. (b) In the event that the Agency • .quires notice to be displayed, It shall be posteu. No person shall mutilate, obstruct or remove any notice unless authorized to do so by the 8oard. Section 3.21 Service of Notice (a) Service of any written .otice required by this Regulation shall be made on the owner or lessee of equipment : or his agent, as follows: (1) Either by mailing the notice in a prepaid envelope directe? to the owner or lessee of the equipment, or his agent, at the ad•Iress listed on his application or owier or registration certificate ..r at the address where the equipment is located, by United States Certified Mail , return receipt requested; or (2) By leaving the notice with the owner or lessee of the equipment. or his agent• or if the owner or lessee is not an individual, with a member of the partnership or other group coreerned, or with an officer or managing agent of the corporation. (b) Service of any written notice required by this Regulation shall be made on the Agency as follows; Puget Sound Air Pollution Control Agency Regulation I Environmental Prov'�iors -10- 10 s e _ Section i.11 "t 'ors and Hearing Any order Issued by the Coard or by the Control Officer shall become final unless such order is appealed to tic Hearings Board as provided in Chapter 43.21E RCW . Section 3.12 Appeals from 'toard Orders Any order issued by the Board att -r a hearing shall become final unless no later than thirty days after the issuance o` such order a notice of appeal is filed .� with the Hearings Board as provided i Chapter 43.21E RCW. Section 3. 13 StatuF or Orders on Appea, (a) Any order of the Control Offictr or the Board shall be stayed pending final determination of any hearing or appeal taken in accord ace with the provisions herein, unless after notice and hearing, the superior court shall determine that an emergency exists which ?s or such naturt as to require that such osier be in effect during the pendency of such hearing or appeal . (b) Nothing in this Regu.ation shall prevent the Control Officer or Board from making eftorts to obtain voluntary compliance through warning, conference or any other appropriate means. Section 3 .15 Interfer Lt with or Obstructing Agency Personnel No person shall willfully interfere with or obstruct the Control Officer or any Agency employee in carrying out any lawful duty. e Section 3.1 m False and Misleading Oral Stateents: Unlawfu_I Reproduction or Alteration of Oocunents (a) No person shall willfully nake a false or misleading oral statement to the Board as tc any mutter within the lurisdictiun of the Board. w Puoet Sound Air Pollution Control Agency 'regulation 1 Environmental Provisions -9- 1 TABLE II Process Weight Maximum Allowable Particulate (Lb./11r.) emission (Lb./Hr.) _ 100 0.-6- 300 1 .2 500 1 .8 700 2.2 1,000 2.8 2,000 4. 1 3,000 5.4 4,o00 6.5 5,000 7.6 6,o00 8.6 7,000 9.5 8,000 10.4 9,000 11 .2 10,000 12.0 15,000 15.8 20,000 19.2 30,000 25.2 40,000 30.5 50,000 36.0 60,000 40.0 80,000 48.0 100,000 55.0 140,000 65.0 180,000 73.0 220,000 78 260,000 83•0 300,000 85.0 400,000 92.0 800,0o0 109.0 1 ,000,000 114.0 2,000,000 127.0 4,000,0uo 138 0 6,000,000 143.0 8,000,001 147.0 10,000,000 150.0 Where the process, weight per hour is between two listed figures, such process weight and maximum allowable particulate emission pet hour shall be Interpolated accordingly. to Puget Sound Air Pollution Control Agency Regulation I to Environmental Prcvisiors -34- �. 1 1 Section 9.09 Emission of Pail cula_te Matter• Wei qh[ 'late Standard It shall be unlaw ul for any .rson to cause or allow the emission of particulate matter if the emission is in violation of Section 9.03 or if the particulate matter discharged into the atmosphere from any single source exceeds the following weights at the point of discharge: 1 (a) (1) In refuse burning equipment, 0.20 grains for each standard cubic foot of exhaust gas , adjusted to 50 percent excess air or calcu- lated to 12 percent carbon dioxide (exclusive of carbon dioxide from auxiliary fuel) . ( (2) in refuse burning equipment installed subsequent to the effective date of this Regulation, 0.10 grains for each standard cubic foot of exhaust Vs, adjusted to 50 percent excess air or calcu- lated to 12 percent carbon dioxide (exclusive of carbon dioxide from auxiliary fuel) . s for ch (b) (1) foot of exhaust gasI burning 'calcula0ted fo,10 r 12n percents standard caroon ioxi de. i' ' (2) In fuel burning equipment installed subsequent Co the effective date of this Regulation, 0.05 grains for each standard cubic foot of exhaust gas calculated to 1Z percent carbon dioxide. . (3) In fuel hirning equipment utilizing wood residue, 0.20 grains for each sta,.aard cubic foot of exhaust gas, adjusted to 50 percent excess air or calculated to 12 percent carbon dioxide. (4) In fuel burning equipment utilizing wood residue . installed sub- sequent to the effective date of this Regulation, 0. 10 grains for each stardard cubic foot of exhaust gas, adjusted to 50 percent excess air or calculated to 12 percent carbon dioxide. i. (c) In eq ui peen[ used in a manufacturing process, the emission weight pro- per hour shall not exceed the amounts set forth in TABLE II , pro- vided further that no emission in exhaust gases shall exceed the y amow t set forth in Section 9.09(d) . • • Puget Sound Air Pollutiun Cnitrol Agency Regulation 1 Environmental Provisions -33- (2) Distillate fuel classified as No. I domestic heating oil (ASTM Specification D-396-69) shal ; contain three-tenths percent (.3%) or less sulfur by weight. (3) Distillate fuel classified as No. 2 domestic heating oil (ASTM Specification D-396-69) shall contain five-tenths percent (.5%) or less sulfur by weight (e) (1) When used in Regulation 1 : (1) "a wholesale fuel facility" means any refinery, distribution terminal , or primary fuel handling facility which sells, makes available for sale, or distributes liquid or soild fuel on a wholesale .. basis for subsequent use in fuel burning equipment 13cated in the jurisdiction of this Authority; and (11) "a wholesale fuel dealer" means the owner of a wholesale fuel facility. (f) (2) Each wholesale fuel dealer shall report information to the Agency for each calendar month after the effective date of this section as follows: (') the quantity, specification, sailer, and percent sulfur by weight of fuel received at the wholesale fuel facility and the date of such receipt; (11) the method used In obtaining th[ lfur content of such fuel ; (Ili) other pertinent information as required by the Control Officer; (iv) such reports to be submitted within fifteen (15) days of the end of the reporting month. • W Puget Sound Air Pollution Control Agency Regulation 1 Environmental Provls;ons -32- 5 '• 1 I Emission exceeding the Iic-i is cs tabIfished in this Subsection (a) shall not constitute a violation of Section 9 07, provided such emissions, from the emission point to the point of any ;uch concentration, are on property controlled by the person responsible for such emissions. (b) 1L shall be unlawful for any person to cause or permit the ' emission of air con taminart from equipment if the air contaminant .!mitted as measured in the flue contains sulfur dioxide In concentrdtions greater than 2,000 ppm. lests for determining compliance with Subsection 9.07(b) shall be based on Integrated samples collected over a perind of not less than fifteen (15) consecutive minutes or ninety percent (90%) of the time of actual source operation, wh'chever is less. (c) When the emission of sultur dioxide exreeds forty (40) pounds per hour, then it shall be unlawful for any person to cause or permit equipment used in a manufacturing process to emit to the atmosphere more than 10 percent (10%) o.' the sulfur contained it the process weight per hour. Any person processing such sulfur containing material shall , upon request, prov;de to the Agency such information and samples as may be required to determine compliance with this Section. (d) It shall be unlawful for any person to burn, sell or make available for sale dry fuel containing a weight percentage of sulfur in excess of that allowed Ly Subsections (2) and (3) hereof, or any fuel (which after combustion in fuel burning equipment or flue gas desulfurization) , emits a concentration of sulfur dioxide as .measured In the flue in excess of the limits set forth in Subsection (1) hereof: (I) One-thousand ppm by volume ( ,000 ppm) corrected to fifty percent (508) excess air. Puget Sound Air Pollution Control Agency Regulation I Environmental Provisions -31- Section 9.07 Emission of Sulfur Oxides A For the perpose of this Section, all sulfur present in gaseous compou containing oxygen shall be deemed to be present as sulfur dioxide. (a) It Shall be unlawful for any person to cause or permit the emission of sulfur dioxide from any premises which will result in concentrations and frequencies at a primary air mass station, a primary ground level monitoring station, or a special station . { that exceed those shown in the following table: F TABLE 1 F MAXIMUM ALLWABLE SULFUR DIOXIDE CONCENTRATIONS ar *Concentration Averging Frequency of Time Occurrence 1 .0 ppm 5 minutes Once in every 8 consecutive hours 0.4 ppm 60 minutes Never to be exceeded 0.25 PPm 60 minutes Twice in any 7 consecutive days 0. 10 ppm 24 hours Never to be exceeded 0.04 ppm 30 days Never to be exceeded 0.02 ppm 365 days Never to be exceeded *Parts per million by volume M r Puga sound Air Pollution Control Agency Regulation 1 Environmental' Provisions -30- v Section 9.05 Incinerator Burning It shall be unlawful for any person to urn any combustible refuse in any Incinerator within the boundaries of the Authority except in a multiple chamber incinerator as defined in Section 1 .07 and provided with emission control apparatus , or in equipment found by the Control Officer in advance • of such use to be equally effective for the purpose of air pollution control. Section 9.06 Refuse Burning Equipment: Time Restr ction (a) It shall be unlawful for any person to cause or permit the operation - of refuse burning equipment at any time other than daylight hours • of the same day, except with the approval of the Control Officer. (b) Approval of the Control Officer for the operation of such equipment may be granted upon the submission of a written request stating: (1) The full name and address of the applicant; and r (2) The )ocat'on of the refuse burning equipment; and (3) A brief description of the refuse burning equipment and Its control apparatus; and (4) Good cause for the issuance of such &pproval ; and (5) Thy hours, other than daylight hours, during which the applican, seeks to operate the equipment; and (6) The length of time for which the exception is sought. • • t s Puget Sound Air Pollution Control Agency a Regulation I Environmental Provisions -19- +. 1 (2) Section 9.03(b) (2) shall also apply to any air contaminant source installed su'r.equent to April 1 , 1973. _ A (3) The only exception to 9.03(a) and 9.03(b) shall he that provided by Section 9. 16. (d) The density or capacity of an air contaminant shall be measured at the point of its emission, except when the point of emission cannot be readily observed, it may be measured at an observable point on the plume nearest the point of emission. (e) This section shall not apply when the presence of uncombined water Is the only reason for the failure of the emission to meet the requlrements of this section. n (f) This section shall not apply to motor vehicles or aircraft. Section 9.04 Particulate Matte - It shall be unlawful for any person to cause or allow the d;scharge of particulate matter which be come deposited upon the rea operty of others, except as follows: I (1) When such emissions are proved by such person to be in compliance with Section 9.09. ( 1) Temporarily Jue to breakdown of equipment, provided that repairs are promptly made. (3) During the time for compliance with this Regulation fixed by the Control Officer or the Board. V Puqet Sound Air Pollution Control Agency Regulation I Environmental Pruvi ,,onS -28- 1 WOMEN Sect iur y.03 Emission or Air Contaminant. Visual Standard (a) It shall be unlawful for any person to cause or allow the emission of any air contaminant for a period or periods aggregating more than three (3) minutes in any hour, which is: (1) Darker In shade that that designated as No. 2 (40$ density on the Ringelmann Chart, as published by the United States Bureau of Mines; or (2) Of such opacity as to obscure an observer's view to a degree equal to or greater that does smoke described In Subsection 9.03(a) (1) ; provided that, 9.03(a)(2) ;hall not apply to fuel burning equipment utilizing woof residue when the particulate emission from such equipment is not greater than 0.05 grain per standard cubic foot. (b) After July 1 , 1975. it shall be unlawful for any person to cause or allow the emission of any air contaminant for a period or periods Y •"aggregating more than three(3) minutes in any one hour, which is: (1) Darker in shade than that designated as No. 1 (20% density) on the Ringelmann Chart, as published by the United States Bureau of Mines; or * (2) of such opacity as to obscure an oterver's view to a degree equal to or greater than does smoke described in Subsection 9.03(b) (1) ; provided that, 9.03(b) (2) shall not apply to fuel burning equipment utilizing wood residue when the particulate emission from such equipment is not greater than 0.05 grain per standard cubic foot. 1 (c) (1) Section 9.03(b) (I) shall also apply to any air contaminant source Installed subsequent to the effective date of this regulation; and s N Puget Sound Air Pnilution Control Agency .,egulat;on I Environmental ProvistEms _2 7_ IP +e) Nothing contained in this section shall alter or change the requirements u- provisions of RCW 70.94,r.50 through RCW 70.94.700, 70.94. 710 through 70.94.730, and 76.04. 150 through 76.o4. 170. (f) Sections 9.03, 9.04, 9.05, 9.06, 9.09, 9. 11(a) , 9. 13, 9. 15 and 9. 16 of Regulation I do not apply to outdoor fires which are conducted in compliance with Section 9.02 of Regulation 1. (g) It shall be prima facia evidence that the person who owns or controls property on which an outdoor fire occurs has caused or allowed said outdoor fire. (h) Any person, firm or corporation who violates any of the provisions and sections of this resolution shall be subject to any and all penalties or other remedies as provided for In Chapter 70.94.RCW and Regulation 1. (1) Nothing contained In Section 9.02 except during any State of an ,air pollution episode as riefined in RCW 70.94.710 through 70.94.730 shall prohibit fires for instruction in the method of fighting fires, testing resistant material , or testing fire protection equipment provided prior written approval has been issued by the Control Officer or Board and such fires are conducted at such times and under such conditions as may be established by the Control Officer or Board. (j) Nothing contained in Section 9.02 shall be construed to allow outdoor fires in those areas in which open burning is prohibited by laws , ordinances, or regulations of the St P or any city, county, or fire district. (k) Nothing contained in Section 9.02 shall relieve the applicant from obtaining permits required by any state or local fire protection agency. « Puget Sound Air Pollution Control Agency Regulation I Environmental Prov16',ns « -26- 1 1 r'• a (1) Fi res are conducted only by the resident of a single family residence. (11) Fires are started only between 10:00 a.m. and sunset; (III) only one pile is burned at a time and each pile Is r extinguished oefore another is lighted; , • (Iv) No burning is conducted within fifty (50) feet of any structure. (2) For land clearing burning: (1) £urning is not conducted in an area with a general Z population density of 2,500 or more persons per square mile; (Ill Burning is not conducted within 100 feet of any structure other than that located on the property on which the burning is conducted: (III) Burning is not conducted within the urbanized area as defined by the United States Bureau of the Census unless the Agency has verified that the average population densit;• on the land within 0.6 miles of the proposed burning site 9 is 2,500 persons per square mile or less. ri) For other burning: (1) Prior written approval has been issued by the Control Officer or Board; and • (II) Burning is conducted at such times and under such conditions as may be established by the Control Officer or Board. 4 w Puget Sound Air Pollution Control Agency Regulation I • Environmental Provisions -25- 1 (e) The following outdoor fires are exempt from subsections 9.02(b) (1) and 9.02(d) • (1) Sm, il outdoor fires for pleasure, religious, ceremonial , cooking, or like social purposes; ' (2) Fires fro,r torches, incense burners, insect pots , flares, ' and smokeless waste gas burners; (3) Fires for abating a forest fire hazard, to prevent a fire hazard, for instruction of public officials in methods of forest fire fighting, and any siivicultural operation to improve forest lands where and whcn permitted by the State Department of Natural Resources under RCW 70.94.650 throt,gh RCW 70.94.700; (4) Fires for disease control , pest control , and weed abatement related to agricultural activities provided; (i) Prior written approval has been issued by the Control Officer or the Board; and 00 Written confirmation has been furnished by a designated county extension agent or agricultural specialist designated by the Cooperative Extension Service that burning is reconnended practice for the control or prevention of the disease, pest, or weed. (d) It shall be unlawful fur any person to cause or allow an outdoo. fire except under the following conditions: (1) For residential burning of wood, so long as it has not been treated by an application of prohibitive material or substances, and of natural vegetat :,n which are allowed at any time during the year, subject to the following conditions: • Puget Sound Air Pollution Control Agency Regulation 1 Environrnenta: Provisiors -24- «. 't 4 a ARTICLE 9 EMISSION STANDARDS Section 9.02 Outdoor Fires 1 (a) Policy. It is the policy of the Pugtt Sound Air Pollution Control Agency to achieve and maintain high levels of air quality and to this end minimize to the greatest extend reasonably possible the burning of outdoor fires. Consistent with his policy, the Board of Directors does hereby declare that such fires should be allowed only or a limited basis under strict regulation and close cintrol , 4 such program to be implemented by a one-permit system. It is the further policy of the Board to encourage the fostering and development of an alternate technology or method of disposing of wastes which is reasonably economical and less harmful to the environment. (b) It 'shall be unlawful to any person to cause or allay any outdoor fire: f (1) in an area where the Board has prohibited outdoor burning under Section i1.Gl ; or (2) during any stage of an air pollution episode as defined In RCM 10.94.710 through 70.94.730; or (3) containing garbage, dead animals, asphalt, petroleum or le products, paints, rubber products , plastics, y substance other than natural vegetation which ncrmally emits dense smoke or obnoxious odors, or (4) for the purpose of demolition, salvage or reclamation of materials; (5) in violation of an,, applicable law, rule or regulation of gin•; governmental agency having jurisdiction over suet fire. R Puget Sound Air Pollution Control Pgency regulation 1 Environmental Provisions _23.. (4) If the variance is granted on the ground that it is justified to relieve or prevent hardship of a kind other than that provided for in Item (1) , (Z) , an: (3) of this subparagraph, it shall be for not more than one year. I y td) Any variance granted pursuant to this section may be renewed on terms and conditions and for periods which would be appropriate on initial granting of a variance. If complaint is made to the Board or. recount of the variance, no renewal thereof shall be granted unless, following a public hearing on the complaint on due notice, ti,e Spare finds that renewal is justified. No renewal shall be granted ex,:ept on application therefor. Any such application shall be made at least sixty days prior to the expiration of the variance. Immcliately upon receipt of an application for renewal , the Board shall give public notice of such application in accordance with rules and regulations of the Board. (e) A variance or renewal shall not be a right of the applicant or holder thereof but shall be at the discretion of the Board. However, any applicant adversoly affected by the denial or the terms and conuitions ' of the granting of an application for a variance or renewal of a variance by the Board may obtain judicial review thereof only under the provisions of Chapter 43.21E RCW. (f) Nothing in this section and no variance or renewal granted pursuant hereto shall be construed to prevent or limit the app emergency provisions and procedures of RCW 70.94.415 of the Washingt,,., Clean Air Act to any person or his property. Section 7.02 riling Fees The following fees shall be paid upon the filing of any application with the Agency: 1. section 9.02, Residential burning. . . . . . .. . . . . . . . . . .$20.00 7, section 9•-2. Other than Residential burning. . .. .. .$35.00 _ 3, All other variance applications. .. ....... . .... .....$75.00 �r Puget Sourd Air Pollution Control Agency Regulation I Environmental Provisi ,.n- _t2_ >r (2) For land clearing burring: • (1) 6urninq is not conducted in an area with a general population density of 2,500 or more persons per square mile; (11) Burning 1s not conducted within 100 feet of any structure other than that located on the • property on which the burning is conducted; (if ') Burning is not conducted within the urbanized area as defined by the United States BureAu of Censut unless the Agency has verifie^ -hat the average population density on the 'and within • , ' miles of the proposed burning site is 2,500 persons per square mile or less. i (�) For other burning: (1) Prior written approval has been issued by the • Control Officer or Board; and (11) Burning is conducted at such times and under such conditions as may be established by the Control Officer or Board. • (e) Nothing contained in this section shall alter or change the requirements or provisions of RCM 70.94.650 through RCW 70-94.700, 70.94.710 through 70.94.730, and 76.04. 150 through 76.04. 170. ' i (f) Sections 9.03, 9.04, 9.05, 9.06, 9.09, 9. 11 (a) , 9• I3, 9, 15 and 9. 16 of Regulation I do not apply to outdoor fires which are A conducted in compliance with Section 8.02 of Regulation 1 . i S S f Puget Sound Air Pollution Control Agency Resolution No. 194 Env!ronmental Provisions -5- a i t f J (4) Fire for disease control , pest control , and weed abatement related to agricultural activities provided: (1) Prior written approval has been issued by the Control Officer or the Board; and E (ii) Written confirmation ha- :en furnisher by a designated county extension agent or agricultural spec,alist designated by the Cooperative Extension .r Service that burning is recommended practice for the control or pr,.vention of the disease, pest, or weed. (d) It shall be un!awful for any person to cause or allow an outdoor fire except under the following conditions: r' (1) For residential burning of wood, so long as it has not been treated by an application of prohibitive materia: or substances, and c;f natural vegetation which are allowed at any time during the year, subject to the ^ following conditions: (i) Fires are conducted only by the resident of a single family residence; (11) Fires are started only between 10:03 a.m. and sunset; (1l1)Only one pile is burned at a time and each pile !s extinguished before another is lighted; (Iv) No burning is conducted within fifty (50) feet of any structure. W s Puget Sound Air Pollution Control Agency Re,olutlon No. 194 Environmental Provisions 1 1 ► (b) It shall be unlawtul for any person to cause or allow any outdoor fire: (1) In an area There the hoard has prohibited outdoor burning under Section 11 .01 ; or (2) During any stage of an air pollution episode as defined in RCW 70.94.710 through 70.94.739; or • (3) Containing garbage, dead animals, asphalt, petroleum products, paints, rubber products, plastics, or any substance ;her than natural vegetation which normally emits dense smoke or obnoxious odors; or v (4) For the purpose of demolition, salvage or reclamation of materials; (5) it•. violation of any applicable law, rule or regulation of any governmental agency naving jurisdiction over such fire. • (c) 'rhe following outdoor fires ire exempt from subsections 9.02(b) (1) and 9.01(d) . (1) Small outdoor fires .or pleasure, religions, ceremonial , cooking, or like social purposesi • (2) Fire from tcrches, incense burrers, insect pt,'s, flares, and smokeless waste gas burners, (3) Fire for abating a forest fire hazard, to prevent a fire hazard, for Instruction of public officials in • methods of forest fire fighting, and any silvicultural operation to improve forest lands where and when permitted by the State Department of Natural Resources under RCM 70.94.650 through RCW 70.94.700; Puget Sound Air Pollution Control Agency Resolution No. 194 Environmental Provisions -3- f �► t (mm) "Residents) burning" means small outdoor fires consisting of leaves, clippings, prunings , and wood, so long as it has not been treated by an appl ,cation of prohibitive material q or substances, and other yard and gardening refuse originating on lands im^ diately adjacent and in close proximity to a human dweii ._g and burned on such lands by the property owner or his designee". c (nn) "Land clearing burning" means outdoor fires consisting of a► residue of a natural character such as trees, stumps, shrubbery or other natural vegetation arising from land clearing projects and burned on the lands on which the material originated". (oo) "Small outdoor fire" means a fire in a pile no more than four (4) feet In diameter and three (3) feet in height". 0+ Section a Subsection (pp) Section 1 .07 of Regulation I be and the same s hereby repealed. Section 4 Section 9.02 of Regulation I be and the same is hereby amended fo read as fullows: " f. (a) Policy. It is the policy of the Puget Sound Air Pollution Control Agency to achieve and maintain high levels of air quality and to this end minimize to the greatest extent reasonably possible the burning of outdoor fires. Consistent with this policy, the Board of Directors does hereby declare that such fires should be allowed only on a limited basis under strict regulation and close control , such program to be implemented by a one-permit system. It is the further policy of the Board to encourage the fostering and develop- ment of an alternate technology or method of disposing of wastes which Is reasonably economical and less harmful to the environment. .r • Puget Sound Air Pollution Control Agency Resolution No. 191- Environmental Provisions , RESOLUTION NO. 194 ! RESOLUTION OF THE BOARD OF DIRECTORS OF THE PUGET SOUND AIR POLLUTION CONTROL AGENCY AMENDING RESOLUTION •10. 141 AND REGULATION I BY AMENDING SECTION 1 .07 AND SECTION 9.02 REGARDING OUTDOOR FIRES, AND REPEALING SUBSECTION (pp) OF SECTION 1 .07. WHEREAS, Regulation I was amended by the Board of Directors on the 12th day of April , i972, by the passage of Resolution No. 141 and • WHEREAS, the 1972 special session of the legislature made amendments to the Washington State Clean Air Act in regard to outdoor fires and prescribed and directed the Agency to prepare a program for a limited policy of burning of natural vegetation, and ! WHEREAS, the Board deems It necessary for the health, safety and welfare of the inhabitants of the regional area to amend Section 1 .07 and Section 9.02 of Regulation 1 , nw- therefore, BE IT RESOLVED by the Board of Directors of the Puget Sound Air Pollution Control Agency: • Section I Subsection (u) , Section 1.07, and Regulation I be and the same is hereby amended to read as follows: (u) "Outdoor fire" means the combustion of material In the open or In a container with no provision for control of such • combustion or the control of the emissions of the combustion products". Section 2 Section 1 .07 Regulation I be and the same is hereby amended by aJJT—ng the following: • Puget Sound Air Pollution Control Agency Resolution No. 194 • Environmental Provisions -1- f 3 A A (2) 40 milligrams per cubic meter of air (40 mg/m3) or thirty-five parts per million (35 ppm) maximum one-hour concentration not to be ' exceeded more than once per year. A Section 11 .07 Ambient Air Quality Standards: Photochemical Oxidants I IThe photochemical oxidant concentration measured in the ambient air shall not exceed 160 micrograms per cubic meter of air (160 ug/m ) or eight one-hundreths > rt part per million (0.08 ppm) maximum one-hour concentration not to be exceeded more than once per year, A Section 11.08 Ambient Air Quality Standards Nitrogen Dioxide The nitrogen dioxide concentration measured in the ambient air shall not exceed 100 micrograms per cubic meter of air (100 ,ter ) or five one hundredths part per million (0.05 ppm) annual arithmetic mean. A Section 11 .09 Ambient Air Quality Standards: Hydrocarbons The hydrocarbon concentration measured in the ambient air shall not exceed 160 micrograms per cubic meter of air (160 ug/m ) or twenty-four one hundredths part per million (0.24 ppm) maximum 3-hour concentration not to be exceeded more than once per year, M ARTICLE 12 STANDARDS OF PER=ORMANCE Section 12.01 Reporting and Monitoring Required As may be provided by law or regulation, the Board or Control Officer may require w the owner or operator of any air contaminant source to install , use and maintain emission monitoring equipment; to sample emissions in accordance with methods prescribed by the Board or Control Officer; to establish and maintain records of emissions; and to make periodic emission reports. rR • Puget Sound Air pollution Control Agency Regulation I Environmental Provision•, • -42- r s Section 11 .05 Ambient Air Quality Standards: Particle Fallout (a) The particle fallout rate measure.: at primary air mass station, ground level monitoring station, or special station shall not exceed: i (1) Ten grams per square meter per month (10 g/m2/mo) in an industrial area; or (2) Five grams per square meter per month (5 g/m2/mo) in an industrial ares if visual observations show a presence of wood waste and the volatile fraction of the sample exceeds seventy-percent (70'h)• (3) Five grams per square meter per month (5 g/m2/mo) in residential ana F { commercial area; or (4) Three and one-ha J grams per square meter per month (3.5 g/m2/mo) In residential and -omme rr.iai areas if visual observations show the presence of wood waste and the volatile fraction of the sample exceeds seventy-percert (M) . (b) Unless otherwise specifically indicated, all definitions, sampling procedures and other standards shall conform with Chapter 18-44-WAC , as now or hereafter amended, of the Washington State Department of Ecology. Section 11 .06 Ambient Air Quality Standards: Carbon Monoxide 'a The carbon monoxide concentration measured in the ambient air shall not exceed: (1) 10 milligrams per cubic meter of air (10 mg/m3) or nine parts per million (9 ppm) maximum 8-hour concentration not to be exceeded more than once per year. • Puget Sound Air Pollution Control Agency Regulat'on I Environmental Provisions -41- (a) When any of the air quality standards set forth in Regulation I are exceeded, the Control Officer or Board shall use all necessary ways and means to reduce such concentrations and to establish a time schedule so that these standards are met within the shortest reasonable time. (b) When the Board has reason to believe t.tat the air quality standards set forth in Regulation I may be exceeded in an area, the Board shall use all ways and means necessary to assure that such standards are met. N (c) Ways aid means shall include, but not be limited to, the following: (1) The setting by the Board of specific emission standards , perform- ance standards, or other source control measures more stringent thai the minimum standards set forth in Article 9 of Regulation 1; (2) The application by the Board of source emission density limitations on existing and future sources of an area; (3) , The application of any or all other sections of Regulation I or �. powers of the Board to set time tables, enforce standards or otherwise obtain compliance with this section. Section 11 .03 Ambient Air Quality Standards: Suspended Particulate The suspended particulate concentration in the ambient air, averaged over any twenty-four (24) hour period, shall not exceed: 1. 60 micrograms per cubic meter of air (60 ug/m3) annual geometric mean 2. 150 micrograms per cubic meter of air (150 ug/m3) not to be exceeded more than once per year. Puget Sound Air Pollution Control Agency Regulation 1 Environmental Provisi.ms .4o- I • (c) The owner ,r .,p. r,t,r c,f a nonferrous smelter shall utilize the best 3vaitable control technology, taking into account good operating practices, to limit visible emissions of arsenic-containing particu- • late matter from stacks or vents, buildings, structures or facilities, except as covered in Section 9. 19 (a) and (b) above. (d) The owner of a nonferrous smelter which orocesses arsenic-containing materials shall : • (1) Install a particulate monitor on at gas streams of arsenic con- taining particulate matter exhausted to the atmosphere of a type and located in a manner approved by the Board or Control Officer, and continuously operated so that particulate concentra- tions in the gas stream will be properly measured. Samp'es shall + be analyzed for arsenic. (2) Provide that emissions of arsenic-containing materials which will be transported through stacks or ducts will be tested in accord- ante with Section 9.09(f) of Regulation 1 . • ,(3) Provide quarterly or more frequent reports to LV•e Board or Control Officer of results of any monitoring, analyses, and testing. ARTICLE 11 AMBIENT AIR QUALITY STANDARDS AND CONTROL MEASURES REQUIRED Section 11 .01 Air Quality Control Measures In areas where all ambient air quality standards as set forth in Regulation I are being met, the objective of the Board is to require that the best available control technology be employed by all sources to minimize degradation of the air quality of the area. Ambient air quality standards are not to be construed to encourage degradation of existing ambient air quality. All definitions and sampling procedures shall conform to current Enuviornmental Protection Agency requirements where applicable and available, otherwise by using procedures and definitions adopted by the Board after public hearing. Puget Sound Air Pollution Control Agency Regulation I w Environmentil Provisions -39- 3 (1) The owner or operator of such process or equipment shall immediately notify the Agency of such occurrence, trgether with the pertinent facts relating thereto regarding nature of problem as well as time, date, duration and anticipated influence on emissions from the source. (2) The owner or operator shall , upon the request of the Control Officer, t submit a full report including the known causes and the preventive measures to be taken to minimize or.ellminate a reoccurrence. Section .17 Emission of Nitrogen Ox(des It sha1 be unl3wtul for any person engaged in the manufacture of nitric acid to emit nitrogen oxides, calculated as nitrogen dioxide, which exceed the following: (a) 5.5 pounds per ton of 100 percent nitric acid produced; or m, (b) a concentration of nitrogen oxides, as measured in the flue , of 400 ppm." Section 9. 19 ArsenicEmission Standard (a) ,Visible emissions of unprocessed or? concentrates shall be limited by utilizing reasonably available control technology and good operating practices ("unpro(.essed ore concentrate' neans any copper ore concent- rate as delivered to a smelter before heating to 150 degrees F. or above) (b) Until January 31 , 1974, the owner or operator of a nonferrous smelter shall limit visible emission of arsenic-containing particulate matter from any building, structure, r3cllity or apparatus used for the p i- mary purpose of manufacturing or transporting arsenic trioxide by utilizing reasonably available control technology and good operating practices. Alter January 31 . 1974, the owner or operator of a nonfer- rous smelter shall not cause or allow visible emissions of arsenic- containing particulate matter from any building, structure, facility or f apparatus used for the primary purpose of manufacturing or transporting 1 arsenic trioxide. I ) E v � ff♦ i l� e r . Puget Sound Air Pul lot i on Control Agency Regulation I Enviornmental Provisions —38— (b) It shall be unlawful for any person to cause or permit the Installation or use of any device or use of any means designed to mask the em'ssion of an air contaminant which causes detrimert to health, safety or • welfare of any person. Section 9. 15 Preventing Particulate Matter From Becoming Airborne (a) It shall be unlawful for any person to cause or permit particulate matter to be handled, transported or stored without taking reasonable precautions to prevent the particulate matter from becoming airborne. i (b) It shall be unlawful for any person to cause or permit a building or its appurtenances or a road to be constructed, altered, re?aired E or demolished without talk in(j reasonable precautions to prevent par tIc- s d ul a to matter from becoming airborne. y (c) It shall be unlawful for any person to cause or permit untreated open areas located within a private lot or roadway to be maintained without taking reasonable precautions to prevent particulate matter from becoming airborne. • - Section 9*:16 Peporting of Start-ups, Shutdowns, Unavoidable Failures , Upsets or Breakdowns. msssions exceeding any of the limits established by this Regulation as a direct result of start-ups, periodic shutdown, or urosoidaole and unforeseeaole failure or breakdown of process equipment or control apparatus, shall not be deemed in violation provided the following requirements are met: • • • Puget Sount Air Pollution Control Agency Regulation 1 w Cnviornmental Provisions .37. 5ectior 9. 11 Emission of Air Contaminant or Water Vapor: Detriment To Person Or Property (a) It shall be unlawful for any person to cause or permit the emission of an air contaminant or water vapor, including an air contaminant whose emission is not otherwise prohibited by this Regulation, if the air contaminant or water vapor causes detriment to the health, safety or welfare of any person, or causes damagi, to property or business. (b) Nothing in this Regulation shall be construed to impair any cause of action or legal remedy therefor of any person, or the public for injury or damages arising from the emission of any air contaminant in such place, manner or concentration as to constitute air pollution or a crnnmon law nuisance. Section 9. 12 Odor and Nuisance rontrol Measures (a) Effective c(sntrul apparatus and measures shall be installed and operated to reduce odor-bearing gases or particulate matter emitted into the a'.mosohere to a reasonable minimum. !b) 'The Roard or Control Officer may establish reasonable requirements t tnt bnild;ng or equipment be closed and ventilated in such a way t all the air, gases and particulate matter are effectively treated r icmoval or destruction of odorous matter or other air contaminants uefor- P.missmon to the atmosphere . Section 9. 13 Emission of Air Cortam'^ant: Concealment nd Masking Restricted (a) It shall be unlawful for any person to willfully cause or permit th± installation or use of any device or use of any means which, without resulting in a red,ction in the total amount of air cnntaminant emitted, conceals an emission of air contaminant which would otherwise violate Section 9.03 through 9. 12 of this Article. a Puget Soo d Air Pollution Control Agency Regulation I Environmental Provisions v _36_ (d) (1) 1-, equipment used in a m.,)ufacturing process, 0.10 grains for • each standard cubic foot of exhaust gas. (2) In equipment used in a manufacturing process and installed sub- I Sequent to the effective date of this Regulation, 0.05 grains for each standard cubic foot of exhaust gas . 0 (e) il) In all stationary or travel asp alt plants, located within the boundaries of the Agency on March 13, 1968, 0.10 grains for each i standard cubic foot of exhaust gas. (2) For all stationary or travel asphalt plants, installed within the boundaries of the Agency after March 13, 1968, 0,u5 grains for each standard cubic foot of exhaust gas ; provided that travel asphalt plants within the boundaries of the Agency on March 13, 1968, moving anywhere within the boundaries of the Agency, 0. 10 grains per each stan.'trd cubic foot of exhaust gas; provided further that any travel asphalt plant which was within the bound- aries of the Agency on March 13, 1968, and subsequently moved i outside the boundaries of the Agency, and then returned within the boundaries of the Agency, 0.05 grains for each standard cubic foot of exhaust gas. (f) Procedures for source sampling performed in connection with the standards of the Regulation for particulates and gases shall be done using current Environmental Protection Agency requirements where applicable, and available, otherwise by using procedures and definitions adopted by the Board after public hearing or such procedures mutually agreed upon by the Board or the Control Officer and the equipment owner A copy of said procedures and definitions shall be kept on file in the office of the Authority for examination by interested persons . • • Pueet Sound Air Pollution Control Agency Regulation I Environmental Provisions -35- 1 r I I i I M I i * a 5.0 - -ChVr DITTY P17ii GRACE4 FOR AERATION - - - w"Opr AT cIYFn OF ICE 75 00 1L5 '00 PFR WR VR _ 5.0 -GANG PL^w A4n TPA CTOR AT rTXcn 00 If.F _ • Hni145 /////////////////!///////////////////// 24 00 1)0 00 PFR H004 ..___. 10 5.0 "TAN0v4 nISX AND TRACT'lll AT e'XFn 1`41rr 24 0') l70 00 t .06S.0 'STR(Ir TIPC FXC AVAT ION CLASS A CU. Y17+5. V,S l9.0 —STVLCYIJRr EX^AVA T ION' r,L ASS R CU. YnS. o C D J 13 . rLA ;Sx1A A�71A—C4TA 1 Uuo cilu CLASS A S /fu- FXTPA" VXCAV4TTT`N 1 L.I $i 1u 1 01, 57.nnn.r) SHr(RTN; AEI' CRIBS GR rXT4A EXCAVATI.ON SQ. rT. CLASS B AT rTX50 PRICc 50 26 —to-0 i TS FOUNnATT`)NS C,L Atc a CU. Y". Pro CU. Y^, .. _.—._.a. T6 40=,r GRAVFL AArKFTLL rnR NALL� CIO. Y". Pro CU. Yr`. ...... *IT 440.0 64AVCL RACKgltL FOR OlPF PrnniNG rll. YnS. 10 510.0 SPECIAL GPAVCI PAr1i rnP nR4IN5 Co. Ynt , PF4 r_It. Yr. Tli in.,) r)1TCH FXCAVA►TON INCLU6TNG H.UL PFP Cal. Yn. .. ... .___. i 54 169 . . HALF RR1^;c Tn Ir T. SR 405 f r 1 I i f `I � r Cv 169, «F 24.45 TO MP 25.18 TN KING rIUNTY. HALF POT --F TO JCT. SO 43ti, FFf"c AL ATO Pqn JFCT Ifc-0/17121r • STAT T^N 1511 .50 TO STATI nPo 1550+11.19 A'40 TNCfnf NTAI IINFS, ee:A any. I 7 40, _ .. tMnR1L I A♦IIIN ' AT L1IMP SIIM I ////1////////////////////// //// r/////// LUMP UM t 2• � fLF4R1"I: ANC ,PIrq RI Nr, 4T LUMP NUM /////// ////////!//!////: /////////////I/ I LUMP UM ' _ .. _ •, R�TOSiDE fLtetwUv ar • / l!////////r///////!/!////////////////I FSTIMA EO 1 .000 Uo S00.a FROAOWAY c%f AVAT1nN 1NrLOnING HAUL - 1 S 75.0 _. - ir500.0 cMa4NKMc1T CnMPAFTION .+- 6 PFq rf. Yn. '_r.-«. --._ 1.0 VAP("dAlr l.n�-ry- Cr1ikDlCT+TR f 4n•10S PFq Hn11F � ter "[69 HALF ggfnl,c To Jf T. t4 405 k R32006 HUUk LY MINIPUM WAGE RATcS UECEM6t4 13. 1973 �C�OnUN�T,IES - KING 1N�k • Uzi Q61:uwl" IIA19 E FR t&i tiFNFFIT,$ 13-U4oU UVtR 20 YCS 6.19 d.45 IrW 6G. CENTS IS) 13-0490 VACUUM TRUCK 7.44 7.10 H-W 54. CENTS IF) 13-6500 wA4EHOUSEMAN ANC CHE%;KERS 7.34 7. L3 PEN b0. CENTS I51 3-U510 wATt`+ WAGGN.TANK TRK-VP TO 1600 ..ALS 77 44 7.11 PttN 50. CENTS IF ) 3-052U %ATEA YIAGGN,TANK TRK-1b00 GALS-3000 GALS 7.p1 7.2I ATP 5. CENTS IS) 13-0531 wATc� WAGLN,TAHK TRK-CVEN 3000 GALS 7.77 7.,43 ATP 1. CENTS (F ) 13-0540 WINLH TRUCK - SINGLE REAR AXLc 7.44 7. 10 13-0550 WINLH TRUCK - DUAL REAR AXLE 7.G6 7.32 L3-056U WnE[KER , TOW TRUCK ANC SIMILAR EOUIPMEN7 1.44 7.10 FJKcMAN 13-0570 hIGHtS75CLA5SIf5UN�Ek HISRSUPEAVISIGN • • Y N HIGHMAY NU. - ok t109 DESLKIPTIC); - eALF BR.IOGt TG JLT. SR 405 Jod NUM9tP _ HEYISED MCEMBER 11, 1973 lU -ItFv. w t * b A31GO6 HUOFLY MINIMUM WAGE RATES DECEMBEM 13, LY73 LJUNTIES - KING 1A_9QR RATES FR ING LJ-013V OVEUR tlk 40 YCSyp10 ANG IuNCLUDIN`G 55 YOS 8.16 7.92 H-IWI °4. LINTS (FI TRAGTOd WIT to TRAILLA AANNDESIM.v POWER Sj �T,3�-- LQUIP.#DUUryM�TP TRKS SIDE END,80TTOM DUMP 77 PEN 60 1lL`3-016U LVERu 2hYCIJ 5 TOUANODI �IN`c`cCL��U��!j(I(NG YOS 7.66 7.3 ATp 55. CENT SS IFSI 13-01N0 OVER EQ 188+ YpGS 1T100 AND INCLUDING 30 YOS 7.94 7.6G ATv 1. Gcr:TS IF) i3 01 0 OVER 40 YCS TC AND 1NCLU0111[N 55 YOS 8.26 7.92 63-02IJ EXPLOSIVE TkK MELD MIX) ANO SIM.EQUIP. 7.66 -.32 13-0110 FLATBEU - SINGLE ktAR AXLE 7.44 1.10 13-0230 FLA; 8E0 - DUAL kEAR AXLE 7.55 7.21 13-0140 GREASE TRK FUEL TkK 8ATTERY SERVICE MAN 7.44 7.10 13-0250 GREASER, I E SERVIC€ MAN 7.44 7.10 t J&3-0260 MYSTER OPERATOR (BULK LOUSE AGGREGATES) 7.61 7.27 13-027U Lt"ERMAN,LOADERS AT RUNKE.P,BATCM PLAN1 1.34 7.00 1''-0200 LOWBEO, H.C.TRAILEER - JNOER 50 TCN GROSS 1.00 7.32 13-OZ90 LOWSEO. M.O.TRAILER - 50 TUNS - 100 TONS 7.94 7.60 11333-03000 LUWBEG, M.C.TRAILER - LVER 100 TON GRCSS 8.10 7.76 7'1-030z1 MECMAh1MAi r HELPER 7. 19 13-U310 PICKUP TRUCK, ESCGRT OR PILOT CAR 7. 34 7.0') Ly-0320 ROAD CIL DISTRIBUTOR CRIVER 7.66 7.32 Li-U330 SCISSOR TRUCK 7.44 7.10 W-0340 SLVRKY TkCCK 7.b6 7.32 13-0350 SNL-GC ANG SIMILAR EwjIPMEN? 7.b6 7.32 11-C360 SPREADER, FLAHERTY 7.44 7.10 I3-037U STRADDLE CAkRIERIk(JSS,HYSTER)-SIM.EQUIP. 7.61 7.27 it-0380 SWAMPEkS 7.34 7.00 13-0390 TEAM GRIVER 7.39 7.05 13-04JG TRACTLR, SMALL RUS13ER-TIRED 7,44 7.10 iN HEAVY �I.3$--U4ED 4) TO AN1/2INYOSC1iMGA UI/NCLDS60YGSRUCTdUN 1.81 7.41 79�04jJ OVER 6 YCSS TC ANL INCAND L. 8 YOS ?.98 7.64 1 r ppJ450 OOVEEER 10 YC$S TO AND INCL. 12 YDS 8.3174 7.60 7.97 13- 13 1J-3470 WER Le ER 16 YOS TG AND INCL. ZO YOS A.63 6.29 r •11((�, �/ p 11 DESCMICTNON - HALF6BRIDGE, TC At. Sk 405 1 JLh NUMBER _ REVISED DECEMBER 11, 1071, 9 r . • A32006 HUURLY MINIMUM WAGE RATtS DECEMBER 13, 197J COUNIL%S - KINGAS SS G�� R nrr.,leaitnn suiE�`_ELa E LEEiIs >HCVELS - CRAWLEA AND TRUCK TYPE 12-0640 ALL ATTACMMENTS, 3 YARUS AND UNDER 8.38 7.80 H-N 4:. kkNTS (S,f 12-0650 ALL ATTACCHMENT.$, 3 YARCS TO 6 YARDS 8.77 8.27 PEN 65. CENTS IS FI4 12-Od60 ALL ATTACMMENTS, 6 YARDS AND OVER 9.32 b.b2 ATP 8. CENT IS +2-Ud70 SPREADtPS, BLAw KNOX, CLOAkAPIDS, JAEGEk 8.01 7.51 ATP 4. ILNTS IF) 12-0udu SLIP FCRF PAVER, ZIMMERMAN, CMI 0. 77 8.27 12-Oki 9U SUS GRADER, GURRIES, CMI 8.38 7.80 TkACTLYS, FARMAL' TYPE 12-09CO 6G HP AND `UNDEER 7.68 7.Ld L2-0930 USED AS BACKMCE. RUBBER TIAtO OVER 60 HP d.HP 38 7.88 TuUPNAPULL, CATERPILLAR, EUCLID SCRAPEk 12-0940 25 YARDS ANC UNDER 8.08 7.58 9----09dU 0950 CVER 25 YA4 5 THROUGH 40 YARDS 8.34 7.88 0960 LVER 40 YARDSS THROUGH 55 YARDS d.69 8.19 0970 CVEk 55 YA::;, THROUGH 70 YARDS 8.99 B.&^ GVER TO YARDS THRCUGGH 85 YARDS 9.3U 6. ' 1`2-1UG0 OVER IGOYTO BBETNEG tIATED 44YARD; SS 9_610 9_55.-tt 1.2-LJ20 TRENCHING NG MAC HTNES 16DINCHESLANCEOVER 8.24 7. 1T FCKEMAN yy t'2-1U30 ST CLASSIFICATION UNDUR EREE'IS1ZERVISION TRUCK DRIVERS - KING Ji-0010 A-FRAME Uk HYDRALIFT TXUC :S 7.92 7.58 H-M 60. CENTS ISI I3-QU10 dUGGYMCBILE 7.61 1.21 H-M 54. CENTS IF) L3-0UJ0 bUgLK CEMENT TANKER ``po (( ` pI 7.17 1.43 PEN 60. CENTS IS) yy��--pp TRKS TR ANSPQRTlhGIMItERtALSMC� JUBa SiT[G pp E [ g 9%(- SO GTHEPUTHANGWAREHOUSING T.79 7.45 ATP 5S. GENTS ISI 13-0660 BUS JA MANHAUL 7.44 1.LO ATF 1. CENTS IF ) pUMPSILRS, TOURNpRpCKERS TOURNOWAGON TURNATRAILER, CA TT DOM SEA LS TERRA CORA, L" TCUANEAu, WESTINGHWSE, THEY WAGON 7.44 '.10 r3-q 70 UP V� AND IN!?LUG1hG 5CYOSt` OVER 12 YOS TO A140 IN`GLU0ING 16 YOS T.72 7.38 lu OVER 2G Y05 TC AND AND INCL O)iNG 30 YOS 7.a4 7.60 'S HIGHWAY N0. - SR 69 DESCRIPTLGN - HALF BRIDGE TL JCT. SR 405 - ILEVISED DECEMBER 13, 1973 JLd NUMBER 8-REV. r 1 ► R 32 006 HOUPLY MINIMUM WALE RATES OECEMBER 139 1973 CGUNTIL-5 - KINC L4ABOk RATES Fk1Nf�'� � L1!'1l. j11,C OPAT ION �jE l:� tIEtlEEjjS 12-U4yy50 FORK LIpFTS W/PJhLk duOM, SWING ATTACH. 8.3U 1.68 H-CM 45. GENTS IS.FI 1t-0470 OVERHEAD AN8p ND FRCNT ENO, LINDER-I//2 YDS-4 YOS 8.38 7.8E ATV 68. CCERTS 1SjF1 12-0460 CVERHEAC AN FRLNT ENE, 4 YOS-8 YOS 6.60 6.10 ATP 4. CEI•TS 1F1 12-0490 UVERHEAC A,O FRONT Eh[), 8 YOS AND OVER 9.L9 8.69 LOCCMC71VES t2-0500 OiiNKEY-AIP LELTkII STEAM, GAS, DIESEL 7.76 7.26 l2-0 5 1 0 RG0 OR GEAI�EU ENGINEST 8.13 7.63 L1-052U MECHANICS• NELDLkS, HEAVY DUTY 9.06 7.56 12- 05 0 MECHANIC LE ADMAN 8.33 --- 12-0540 MECHANIC HELPEk, HeAVY DUTY SMCP 7.42 6.92 N MIXEFS 12-0550 ASPHALT , UP TC 4 TONS PER BATCH 8.01 1.5L 12-051y0 ASPHALT 4 TON AND CVEER PER BATCH 8.33 7.63 L2-0570 MOdCCILEE �YPEjj M1TM THO4IST COMBINATIUN 6.38 7.88 12-0790 CONGRETt M{IXIER.BATCH--200 YO PH PH-400 YJDPH 8.33 7.8i L2-U6CU CCNCkETE MIIXER.BAT000GH-400 YO PH-6UO YD PH 8.64 8. 14 iyL2 L610 PAVING 8.13 1.63 T2-Co20 PAVi4G DUAL EE 11 R. 3 7.83 12- 3o40 MOTOR PATROL GRADIR.UVERLMOCEL 145INILAK b.3b 7.6b 12-u6% MUCKING VACHIhE* MOLE, TUNNEL DRILL 8.36 7.6d 42-06670 LIL UISTkI8UTOR AND BLOWER CISTRIBUTGR 1.75 1.25 12-061i0 EJUIPMENTDSERV►LEE0 LERKEMtN•BRAKtMEN T.b0 7. 3U 12-Oo90 FIREMAN 7.63 7.13 12-0700 LILER DRIVER (A TRK CRANE 45 TON-100 TON 1.70 7.2U 12-0710 CILER ORIVEk ON TAK CRANE 100 TCh - OVER 7.60 1.30 62-0720 PILEUkIVEk ENGINEER-Lb FUSTEP UP SIMILAR 6.36 7.86 12-0730 PuST RULE CIGGEkS, MECHANICAL 7.95 7.45 L1-074U PCWER PLANT OPERATOR 8.01 7.51 12-O75u PUMPS - FULLER KtNYGN 8.01 7.51 -0770 PUUMPS - %ATERETE AND PUMP CRETE 7.82 7..12 k GLLERS, TAMPERS AND ORATORS L2-0780 ON PLANT, RGAC MIX, MULYIVILIFT MATEk1AL 5.01 7.51 12-0795 OTHER ENGINE 3 PLANT,d MIX•MULTILIFT MATLS. 7.68 7.7.9d 7.48 18 L2-0800 4AMS, CUNCNETE 7.9d 7.46 %-U8`0 SCRAPERS-CARRYALL TYPE, SINGLE 7.9d 7.48 L2-0820 SCRAPERS-CARRYALL TYPE* UCUBLE H. 13 1.63 i 12-gU30 SCRELO MAN 8.OL 7.51 uESCRIPTIHWAY UN - HALE68RIDGE Tr JCT, SR 405 i HEVISED DEC.. -vt? 11, 1975 JCb NUMBER 7-HEV. • i r R32006 HOUPLY MINIMUM WAGE RATES OECEM8ER L3, 1973 COUNTIES - 91144 t, 1GAB P �.ATES F�It �N�yy'E� :L.p p[CUPAT1Wh i ALL-till tiF.1lEE11S LZ-004U GROOM, POWER IWAYVE,SA(,INAw AND SIVILARI 7.98 7.46 H-W 14 S. CENTS IS,F ) 12-QO50 6ULLCC1Ek UNOEA 0-9 OR SIMILAR 7.98 --- PEN o5. CENTS IS F ) L2-OU60 BULLDOZER, D-9 UR SIMILAR 8.20 7.70 ATP B. CENTS ISi 12-0070 PAY PULER , LINKED PUSHER (QUAD 9 8.36 7.88 ATV 4. CENTS (F ) OZ-0080 BULLCOZER-YOYO CPER. ICLkARTNG-SCALING) 8.30 7.88 12-0090 LUMP CUTTER (LONCOT♦ CMk(STIANSCNI 6.28 7.78 12-0100 CABLEwAY 3 YARDS AND UNDER 8.38 7.86 12-0110 CABLEWAY GVER 3 YARDS 8.77 8.27 11!2-0120 CEMENT MUG 8.13 7.63 r1-OL30 CCNPPESSpR EXCAVATING 1.68 7.10 POWE:A DRUM 8.01 7.51 `L2-0140 COccpMPHESSDR--�STEEL ERECT-SAND 6LAST.PAINT. 8. 10 7.60 kANt 12-OL60 A-FRAMESTRUCK - OGU6LE POWER DRUM 8.30 7.88 1 -0170 CRAWLER AND SIM.- 3 YOS.ANO UNDER 8.38 7.88 -0180 CRAWLER AND SIM.-150 FT.UF BUuM AND UNO. gg i8 1.68 2-U190 CRAWLER ANO SIM.- 45 TUNS AND UNDER 8.36 7.88 12-QQJ2JU CRAwLEN AND SIM.- OVER 3 YOS. 8. 77 6.27 12-0220 LAAMLEk 0 S1M.-CVENR455UPFTO 100BTONS 8.77 8.2T 12-01lO CRAWLER ANOM.- 6 YOS AND OVER 9.32 B.82 12-014Uy CRAWLER AND SIM.-2J0 FT.OF SCUM ANU OVER 9.3Z 8.02 12-0250 1.RAWLER AND SIM.- 100 TONS AND OVER 9.32 u.62 P --0260 TCwER CRANESr FECCO, LORRA►NE, 8U YRUS 8.77 8.27 t-0270 HVURALIFTS 8.38 7.88 12-0280 HYSTER CAT CRANES ANC ATTACHMENTS 8.38 7.88 1"-029Q CCNV°YORS 8.01 7.51 LI-03000 CONVEYOAS, BELTCAETF WITH PCWER PACK 8.33 7.63 1Z-U31(J CkUS)+ERS IROCK) , WASH.ANU SCREEN.PLANTS 8.01 7.51 ?2-0310 DERRICKS, ALL 8.38 7.89 11-0330 JRILLINt, MACHINE, CUkt, CABLE ANO PCTARY 8.38 1.86 1z-034u FINISHING MACMINt UPER. , CONCRETE PAVING 8.01 7.51 1.•2-0350 h 3 1REHAN, HCT PLANT AND DRIER 7.63 7.1 C1-0360 HCISTSt AIR TUGGERSt DECK WINCHES(POWER ) 8.01 7.51 L2-0370 HLLILGVTER WINCH OPERATOR 8.77 8.2 L2-0375 REMuTE CONTROL OP.-RUB.TIRE EARTH MOV.EQ 8.77 8.27 t 12-0360 HOISTS UN STEEL ERCLTION 8.10 7.60 12-U390 HOISTS CN TOWERML6ILES AND AIR TUGGERS 8.10 7.60 ?2-0400 pLEVAT�ATHEY,BARBER GREENS AND SIN1ILAP 8.01 7.51 j 11222-004 Ito 20 ELEVATING30 FORK LIFTSGRhG AUCCEkYTYPZ-DLMGR AND ANDs) IMl/ia 6.13 7.63 x 48 iZ-0#40 FO K LIFTS WItHLUMPEft TOWER SACKER r 8.10 7.60 •(( u 11 GESCrI�TI N - rS+ALF6NR10GE TO JCT. $R 405 1 JLB NUMBER _ RMSED DF.CCMOFI)L I'9 , 1971, 6-ItI:V. • 1► 1. r • • R32006 HOURLY MINIMUM WAGE RATES DECEMbEk 13r 1973 :JUNTIES - KING L J1,ABgqR kATLS IN � 22 QCcbpAT1Lb IWE t" IltlullS Li-0180 PIPE PLT TENDERER 6.00 5.65 H-W 55. CENT`_ (S) 11-0190 POWOERMAN 6.15 5.80 H-W 50. CENTS IF ) 11-0200 PJWDERMANS HELPER S-90 5.55 PEN 65. CENTS ISI �L-Q02zz10 POWER WHEpppNEL BARROW OR BUGGY 6.00 5.65 PEN b0. LENTS IF ) PUwEA s L/-0230 AMPERS•RAILROADESPIKEtPULLkIBFAiURS 6.00 5.65 ATP 3. CENTS ISrf1. POWEk TCO``S LIGHT DUTY i1-0240 CHIP PERS,GR[NCEASrTAMPERS AND SIMILAR 5.95 5.60 f 11-0250 RAKER - ASPHALT 6.U0 5.65 11-0260 RGOOER 6.05 --- 1L-0274) SLUPCR (OVER 20 FEET► 5.90 5.55 j 01-0280 SPREAUER (CARRIES GRACE WITH RODOER) 6.05 --- 11-0290 SWING.SCAFFOLC UR B'Sh CHAIR -OVER 25 FT 5.95 5.60 LL-03OU TIMBkAMAN - SEWER 6.LU 5. 15 ' II-031O WAGON OPILLER ANO AIRTRAC 6.10 5. 15 i1-U320 WAG OON GRILLER AND AIRTRAC HELPER 5.90 5.55 LL-C33U MINERNE`.INCEUDLNG MGNULITHIC WORK) b.10 5.75 11-0340 MINER SMAfT ANO RA LSE 6.15 5.80 1t-0350 $PADEd 6.10 5.75 L1-036p0 PCWD R►:AN 6.22Q5 5.90 1�1-03d0 REwOTIMBERMANELPEk 6.is 5. 15 r1--0390 CHUCK TENDER 5.9U .5S L1-0408 MUCKER ANL LA15UFER 5.90 5.55 LL-041 NIPPER 5. 'O 5.55 LL-0420 BRAKEMAN ? 5.55 11-043U TCPMAN AND BULL GANG 5.85 5.50 IL-0440 MAINTENANCE MAN 6.10 5.75 FVREMAN p1-0EE` ii 351 CENTS 450 f � $ RNCUR A07VEV HIGH ESt LAbORER CLASSIFICAT ON SUPERVISEC OPERATING ENGINEERS - KING • ATCH PANT OPERATOR 12-00110 BATCH-MIXER -200 YOS PER HOUR AND UNDER 6.01 1.51 H-W SS. CENTS 1ggrF 12-0G20 bATLH-MIXER -200 YDS PH THRU 400 YOS PH 8.1� l.BA PEN L5. CENTS (S Fli L2-0030 BATU+-MIXER -400 YDS PH THRU 600 YDS PH 8.64 6.14 ATP 6. CENTS (S{ • OESLklPTIOh - HALf6BRIDGE TL JCT. SR 405 JLb NVMbER - REVISED DECEMBKIt 11 , 1973 5-REV. • t � 1 R3200o HOURLY MINIMUM WAGE RATES OELEMPEK 13, L973 COUNTIES - KING S FFk G lA=R RATL". Weall;ln SIAi��E" UISLUIS Lu-0170 TREE ``EETkIMMEEEM``HtLPER SS Ij 5.60 SAML H-W 25. CENTS ( 5.F ) INSTAIM IONNANEOTK AULT ONI EQUIPMENT 10-6260 WLE SPLICER FOREMAN 6.92 ATP 02 PEFCENT (S.F) 10-0270 CREMAN 6.5L NEB I . PERL NT ($,F) lAu-u,2�d0 CAdLEyySPLICER 6.5`L --- VAC 10. CENTTS IS.FI 10-0310 T.V. TLCHNICITEM �NNN1CfAN 66.10 10-OA20 INSTALLER REPAIRMAN 6. 16 --- • 10-OJ30 J'UkNEVMAN TELEPHONE LINEMAN 5.98 --- 13-0340 LEALMAh PCLr SPRAYER 6.51 --- 10-0350 PLLE SPRAYER 5.9e --- W-QQ I352 TELEPHONE LINEMAN OPERATOR, HEAVY 6.51 --- a0-0354 TtLLPHGNE LNEMAN OPERATOR, LIGHT 5.98 --- LU-UJ60 PLWOERMAN. JACKHAMMERMAN, HEAD GkOUNOMAN 5.16 --- LC-037pp GRU NUMAN 4.5S --- ``G-0380 Hut. 6IGGER 4.46 --- I3-039U TREE TRIMMING FLkrMAN 6.51 --- 10-0400 TREE TRIMMER 5.98 --- 10-0413 TREE TRIMMER HELPER 4.55 --- W-0420 HtAO ukCUNOMAN MIPPEA 5.16 --- LAbCkERS - KING 11-OOIO CEMLNT DUMPER - PAVING 6.15 5.80 H-W 55. LENTS I ,I ` 1-0J20 CLNCSETE SAW UPERATOR 6.0U 5.65 H-M 50. CENTS (FI It-UG30 DUMPMAN 5.90 5.55 PEN 65. CENTS (S) 11-OU40 FALLER AND BUCKER - HAND 5.90 5.55 PEN 40. CENTS (F) 11-0050 FALLER ANU BUCKER - CHAIN SAw 6. LO 5.75 ATP 3. CENTS (S.FI 11-LJ6U FORM SETTtR ( STEEL FORMS) 6.05 5. 70 ' GENtRAL LABOR 11-0070 hIPPt0,TAUCK SPUTTkR PITMAN.BRVSH ( jTTER 5.80 5.45 it-J08G C4gOKtR SET(TER.CUl!NCrtEfE AND MOENEOOLITHIC 5.80 5.45 lt-UIUU CLNCkET�DFLRN S1kIPP�RLCAkP((NTE�tGHELPER.N 5.80 5.45 `j Ul1U TRACKSWELL-PG[NT,HEADE4 LAB CIREP 5.d0 5.45 l l-OL12 FLAGMAN 5.8U 5.45 .1-0120 6PAGEMAN ANG STAKEHOPPER 6.05 5.70 ll-013U GROUTMAN (PRESSUkEI 5.95 5.6U it-U140 HIGH SCALEk 6.10 5.75 11-01>0 MLRTARMAN AND HOU LARk1ER 6.10 5. 75 1 i-1-016J tNOLLLEMANICGNC.PUMP,SANLBLAST.GUNNITEI 5.05 5.70 11-017J FIPE LAYER AND CAULKS°.PIPE WRAPPER 6.10 5. 75 HIGHWAY NO. - SR l69 3ESCRIPTiON - HALF BRIDGE TC JCT. SR 405 JO3 NUMBER - REVISED DFCFMDFR 13, 1973 4 -I(EV. A y i r k 32 UU6 H,UkLY MINIMUM WAGE RATLS UECEMBtk L3, 1',73 ODUNTIES - KING NNCC.��� JLWER "LI1wlL!i MAIL-L" flEtlIms 4-0030 FOREMAN 9.lid --- H-w 25. GENTS S,i ► 4-0040 GENERAL FCREMAN 10 . 12 --- PEN 1. PtRLLENT (S,FI ATP 2. CENT5 IS,F1 IRON WCRKtRS - KING 1' 5-0010 STRUCTURAL IRCh wLKKtkS 7.95 7.56 M-w 4b. EN7S (gg F ) 05- 020 ORNAMENTAL IRON WORKERS 7.95 7.56 PEN 80. ENT IS� 05-0030 F.IGGLRS BURNERS, WELGERS 7.95 --- PtN o5. MIS IFI ■ 05-0040 rchCc LALCTORS 7.95 --- ATP 5. CENTS (S,F ) . ■ J5-0050 kLINFuRCING (k0i:::JRKERS 7.95 --- o FOREMAN u r OIUO WITH 3 MEh Ck LESS 30 CTS.GVtk JOUR.PATE 5-0110 h1TH 4 MEN OR MORE 55 CTS.OVER JOUR.RATE PAINTERS - KING (W-0010 JOURNEYMAN PAINTER 7.42 7.37 H-w 40. CENTS IS,FI 6/- 0020 JUiJRNEYMAN JgTRIPER 7.42 --- PEN 27. CENTS Ig'FI 7-0030 JOURNEYMAN 1APER 7.4!, 7.37 ATP 2. CENTS IS,FI 7-0040 SPRAY SANDBLASTING, STEAM CLEANING 7.67 7.62 7-0050 SWINUSTAGE, BRIDGES TOWERS 7.67 7.62 7-006G TANKS UN LEGS STEtSLES STACKS 7.67 7.62 7-0070 TCXT� MAIL..8 UMASTIC,bPEN STRUCT.STEEL 7.67 7.61 FyREAAN /^UOtlO JOURktYMANECLA S IFICATIONE HIGHEST CONSTRUCTION cLECTRICIANS - KING z rUUU PL``c TRAhSM1SSIJh ANC CIS TA SUTION LINES 0-001.0 CABLE SPL1``tR FOREMAN 9.61 --- M-w 25. CENTS 1SS.F1 0-0 20 CABLE SPL k Ek 9.03 SAME ATP L12 PERCENT ISrF 00--0030 LINE CEEREW FCC4REMAN 9.03 --- NEB 1. PERCENT (S.FE 0-0045 CtRTIPIE0hL1NEMAhhWELDER 8.16 SAME VAC 10. CENTS IS,F 0-0050 LEAVMAN PCLE SPRAYER 9.03 SAME OQ60 PGLE SPRAYER 8e.16 SAME U070 HEAVY LINE EQUIPMENT MAN ).03 SAME ft 0"0090 HEAD GN`UUNOMAN MAN 6.15 SAME 0- 1 0 PGw DERMAN 6.15 SAM 1U- iiY0 JACKHAMMER MAN 6. 15 SAM 10-01P GRCUNOMAN 5.80 SAM 10-013 HU``E DIGGER 5.55 SAME It:0140 FQNEMANiTREE TRIMMING 8.4pp 1 U150 TPEE TkiMMEP 7.37 SAME 10-0160 HtAO URCUKDMAN (LF'IPPEkI 6.15 SAME HIG hH�wppY NO. - SR 169 • [,tSGRIPTION - HALF BRIDGE TL JOT. SR 405 REVISED DECEMDIX 15, 1971, JLtl NUML•tk - 3-IIEV. , rw R32006 HCUkLY MINIMUM NAGF RATES DECE14BER 13, 197J CLUNTIES - KI%G OE �ABOR RATES fktN h L"uwlUll Sl�lf--EEII �1cc11E S BRICKLAYEkS - KING Ol-00I0 6RICKLAYERS 8.18 1. 76 WWW ♦SSpSS. CENTSSS (5) 1 ATD �Z. CENTS (S:F( (, CARPENTERS - KING T p 5 S 020 C55A0.PtNTEkS ON CREOSOTGO MATERIAL ((,� 1.�i0 SAME PEN S0. CEEENT$ (S,F1 102-004U FLGGkLFI�+jSMER1GfLOURPOLAYER,SAW SMINGLERSRS 7.43 SSAKE ATP 1. GENTS lSrFl 02-OOSO FLi Ok SANDER ubt STATIONARY POW.WUGONRK 7.43 SAME 402-0 60 'ULLWRIGHTS AND M�GHIht EFECTORS 1.45 SAME 02-0�70 PIILLEOREIVER.BR[OGE .UGCK.wHARF 9UILOERS 1.50 SAME ,P2-01U0 Ari USTICAL FOREMAF 7.Bo IV2-0ILS MlwRlGMT FOREMAN 7.70 P 7.7002-0120 G ENTER FOREMAN 7.90 L 02-0130 PILEDRIVEk FGREMAN --- 1 02-0140 PILEDRIVER FOREMAN( PON.RIG-OkIV/VULI.PI) 6.00 LEMcNT MASONS - KING 1 j3-0010 JO'JaNEYMAN CEMENT MASGNS 7.13 SAME M•'N 60 CENTS IS.F) ' M 5 Nt C T 7.;6 PF�N 60. CENTS (S.FI I u3-OJ20 C' PO IT1GpM]1 COICCCCCUk. MAS IC PLASTICS ___ A p 1. CENTS IS,FI WEh 1 ; 03-0ME 040 GROINUEk,�CH PPI^GEGUN,RBUSH HAMMER 7.38 ;__ 03-U06 8 GUNITc NOZZLEMAN 7.36 l i FOREMAN I J3-U070 FGREMANS DIFFERENTIAL SMALL BE 25 GENTS 1 ) NMEN SUPERyISING ONE TO ANO INCL.UOINb i F..VEE MEN OTHER THAN HIMSELF. L1 THIRTY-SEVEN ANC ONE-HALf 137-1/21 CENTS WHEN SIl!PEFVISING SIX OR MORE MEN OtH R THAN MIMSEL(F �1 FGREMANS rtiFFEktNTIAL SMALL APPLY OVEk THE H ISIGN PAID MAN UNOEP HIS OIkECT SuP cLECTRICIANS - KING 4-0010 JG Uk NEYMAN pLECTF(C IAN 9.1CS SAME FEN 21. PERCtNT ENTS lS:F1 112.2- j4-UOZ0 JOURNEYMAN CABLE SVLICER 1.L• M GHWAY NU. - SR 169 � r O�SCRIPTIU", RE:VISEDIUEGIMD1AOrE TO C 5 1i, 1073s ? JLB NUM9tR J 1-ItE:V. • 1 _r M R32004 H'IURLY MINIMUM MAGI RATES UECEMBtR L3r 1973 COUNTIES - KING y RATESIT IS AND FAIN ENEFITSNFCRSAON%jMBER 7D AND FRCLASSIFILATTONSNASUESTADE A'idll LISHEG by THE CCRETARY OF LABOR UNDERS ` E USDL DECISION NO. AO-I•u2l THATITMEUASStDDEOOpERSAACCEPTOFULL RESP(�NSIBTL.TY SUBJECT TO ANY I NSPfplf LABOR COS THE CON TRA AEASON OF PA YILG ANY NIGHER RATES THAN TH01:v LyMPIIANCE WITH THE PROVISIONS OF SECTION 1-077 9 ((�F STANDARD SPtC1FICATIONS, WAGES, THE MINIMUM WAGE RATES ARE OEStGNATED HEREAFTEk A$ FOLLOWS. PEUECCRSUANT T(L SECTION 1 3 CF TITLE 2i Uh1TEC STATES COUEr THE 10100SIT(EMATU THE`RA E MA SH WN�iTHEtEMPLOY,ERISHALL CONTRIBUTE. THEES. s FRINGE BENEFITS SHOWN HEREIIN. f ` FFDEFA` hATEE155[NO[G�IEGRASCE$QAME.iH1iSTHEPEAIS aLDEEQjjFfS5ERtNGE��tTMEEN INGTV E Pk PARtTy 6TAOF LAgGONRANOSINGUSiPlE51AEND tNETMiMIM�A►T1EiEEppOfRASH- • Ea�LS s IbAhOlimET ;fNLL 'iv TH� SECRETARY L'F LAgt1R_FOR SIMILAR CLASSIF.CFATTSIGN OF LAtlGlk uuSS dAnllipl(tILEHS UJILLJELIhEIYft1 TEflRtS P1CR1/J,CSENT TGETMCNCGNTkACTINGEOFFFICERFWRITTE' VICENNETDF REGISTNNTICYN OF A NDN'RAUAPPROVEDI ANTM EEAFeOGNI OOBYS THEUCH U.S. TENAGE�F�rPA TPEE E NtICESCONTxACTOk OF SMALL LP PEEEEENTFFCCCcIGE MIT EVIDENCE Of ffA1PPROVAL AMC REGISTRATION bLONVRACFIkG OTy THE U.S. BUREAU FFICER WRITTEN hATESNI THETPRLJECTBAREA.OWHIC►RiEwoL11E8EOTMEIBASISRF(;kOE5TON,BIISHING SUCH RATI(:5 ANL RATES FOR THE PROJECT UALER TkE APPLICABLE CONTRACT PROVISIONS. • IF THE TRACTOR QM.IZES THE �AOOkOCOOE WHEN AND RL SNLO ` ARzA IS NOGLVIM PROJECT. jTUVt MALE AL IB L F NI OYAK.ES MtOI E A t e . yy pp Sk JESG0.lPTlON - ►NALP 9AIDGE TO JL;. SR 405 JOb NUMBER _ REVISED DECT:NHEH 11, 1973 1 -REV. (g) It shop be prima facia evidence that the person who owns or controls property on which an outdoor fire occurs has caused or allowed said outdoor fire. (h) Any person, firm or corporation who violates any of the provis lofts and sections of this resolution shall be subject to ary and all penalties or other rentedies as provided for in Chapter 70.94 RCW and Regulation 1 . (1) Nothing contained in Section 9.02 except during any stage of an air pcllution episode as defined In RCW 7U.94.710 through 70.94.730 shall prohibit fires for Instruction in the method of fighting fires, testing resistant material , or testing fire protection equipment provided prior written approval has been Issued by the Control Officer or Board and such fires are conducted at such times and under such conditions as may be established by the Control Officer or Board. (J) Nothing contained in Section 9.02 shelf be construed to allow outdoor fires in those areas in which open burning is prohibited by laws, ordinances, or regulations of the State or any city, county, or fire district. (k) Nothing contained in Section 9.02 shall relieve the apol?cant front obtaining permits required by any state or local fire protection agency. i YI i r Puget Sound Air Pollution Control Agency Resolution No. 194 Environmental Provisions -6- • >i r � 1 AIM* G a�ieJkS. tS6i�f' :Ali��. • �' y !.• • a~ ENDING OF FILE FILETITLE R. qos 40 r , . 1 r • r'. k f I• iArrf�r r I y .w/ P I . I f\ r .r • z 1 3 " r • - s ,I t w � � ,. /; 5r •sT�• ....•�—....� '� p' w � ia• } P d y a� , �� r P..� 6 L•�h .it11�.�..lQit'1�',.l��i,ui1'w1 �� t `f� 1 i'r: Ai p� Jr � i 7r f ft EXECUTIVE ORDER No. 71-08 -- CONTRACTUAL ADDENDUM RULES " REGULATIONS 1. I£ the agency submitti,.y a Public Works Pr:oject for bids a: ticipates the labor costs or, the project will axceed $50,000, . e shall notify the Enployrnn*. Security Department by letter of the contract title, location and name of the contractor to whom the bid was awarded at the time said contract was awardea. 2. The using agency will include with the bidding documents a sample copy of :he Contractor Quarterly Report Form and Rules. 3. The Department ,f Employment Security will, upon rece_pt 7 of notice of contract award: a. Provide to contractor a supply of the report forms and instructions for response; b . Department of Emp?oyment Security will notify tee appropriate local Employment Security office laving jurisdiction over the geograph- .;al area of the project; C. Lecal Employment Securit, offices will have respon- sibility for establ4.ching contact with contractor to provide assistance and service. 4. In the event cf reports of alleged non-compliance by the contractor, the using agency shall take necessary action to determine and insure contractor compliance or impose the governing rules as set forth in item i below. S. The determination tnat a cont:actor is in ron-compliance with. Executive Order 6 71-08 will constitute reason for contract termination and loss of eligibility for further participation in state work. Employment Opening Regulations and Sample liepor`. Form (Se., opposite side for sample report form) oww�sLLLe�1�Os11���s1a�M1 t r. r Y x, w PROPOSAL -- CU..a aNUE0 The undersigned hereby agrees to pay to labor not less than the hot.r!'-, minimum rates of wages set forth in the special provisions for this project. A proposal guaranty in an amount of five percent (517) of the total bid -(Base Elm). based upor. she approximate estimate of quantities at the above prices and in the form as indicated b,ww, is attached hereto CASH ❑ IN THE AMOUNT OF CASHIER'S CHECas ❑ DOLLARS CERTIFIED CHECK ❑ IS._._. . I PAYABLE TO THE STATE TREASURER PROPOSAL BOND ❑ IN THE AMOUNT OF 5%OF THE BID Receipt is hereby acknowledged of addendum(s)No.(s) _ & SIGNATURE OF AUTHORIZED OFFICIAL(Si .� FIRM NAME Sworn to before me this � 4jl) /}day of — -. 19 ___ (COR �'J • NOTMn ✓USwc 111 NOTE.(1) This proposal form is not transferable and any alteration of the ftrn:'s name entered hereon without prior permission from the Director of Highways will be tau.°e for considering the proposal irregular and subsequent rejection of the bid. • (2) Please refer to section 1-02,6 of the standard specifications, re "Preparation of Proposal " -base bid is applicable to budd'ng cams u-ton lobs only. Please refer to Seotum B toi of the General Requirements and covenants f n Building Gmvnacti:m regarding"Preparation of Propowl". /i 1 Should it be necessary to modify this proposal either in writing or by te(egram. please make reference to the following proposal numbers in your commumcatipn ' SR 169 11W %r.:oi°ii° Half Bridge to dc.. SR 405 -13- • 4 rr ® PROPOSAL - CONTINUED BIDDFR'S AFFIRMA FIVE ACTION PLAN CERTIFh.ATION A bidder will not be eligible for awa.I of a contract under this Invitation of Bid:.unless such bidder has ! submitted as a part of its bid the following certification, which will be deemed a part of the icaulling contract. Complete the following blanks using the Plan Titles and Plan areas required in the special Provisions included as a part of the documents fc-this project. ----- — certifies that . IPIDDERI I. It intends to use the following listed ,,onstruction trade-,in the work under the contract 2. (a) As to those trades set forth in We preceding paragraph 11)hereof for wh, a it Is eligible under ® these bid conditions for participation in the King Lounty _— plan, it will comply with the King Cntmty _ plan on all work lboth federal and non-federal)in the _ King Caun y PI®n area within the scope of coverage of that Plan, those trade, being J (b) As to those tra Jfaf width if Is recµ lred hy those bid condioins to comply, it adopts the minimum minority manpower utibiahou g61d9'a0 tlie.specific affirmative action steps con- tained in these bid conditions, for allTo rtatwC iwp (both feMral and non-federal)m the Airy county plan area subject to these bid .__7 rtions, t¢'pseA��Q' brgg: t r ---- ---_i. and 1 It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontract u• let this contract the subcontractor certification required by 1 ! those bid conditions. 1 s 3 SR 169 Half Bridge to Jet. SA 405 -12- w,seo 4n] a * tV • .j�Y ,N,.,V a �i• °ROPOSAL CONTINUED The Conrractor is hereby advised that by signature of this proposal tic is deemed to hos. vgnad the following certificates required for this Project w NON-COLLUSION CERTIFICATE The undersigned being duty sworn. deposes and says that the person. firm, association, us partnership or corporation herein named, has not, either directly or indirectly, entered into any agreement partici- pated in any collusion or otherwise taken any action in restraint of free competitive bidding in the preparation and submission of this proposal to the Washington State lligfiway Commis ion for considera- tion in the award of the contract, CERTIFICATION OF I-QUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub:on tracts subject In the Equal Opportunity Clause and the filing of Required Reports That the bidder , proposed subcontractor_ ,hereby cer'ifies that he has has not _ participated in a previous contract (it subcontract subject to the equal opportunity clause. as required by Etetc hie Orders 10925. 11114, or 11246. and that he has , has not - . filed with the Join], 70ibg`L;cj�imiltee, the Director of the Office of Federal Contract Compliance, a Federal 1 GoL� U t jyAn�e44ypq pr,'gd n mstering alter or the format President's Committee on Equal OPPortuml}i- Alt t�lr /�i�/Nprj der///the-Appiaable filing requirements. i 4 it tJ . i 4� fi f N07E- The above rafiftratlon is required by the Equal Employment O t l rn o the Secretary of Labor(41 C'FR 60-1. 7(b)(1).and must be submitted by bidders and ln),* ed s c untracfors only in connection with contracts and subcontracts which are subject it, the equal oppo mty clause•. Contracts and subcontracts which are exempt f'om the equal opportunity clause are sel forth in 41 Cr'R 60-1 S tGenerally only cvntrac is or subcontracts of'310,000 or under are exen:pl l Currently. Standard Form !tin (EEO-/) r: the only report required by the Executive Orders Or their implementing regulations Proposed prime contractors and subcontractory who have participated in a previous eonlratl or sub- _ contract .sublect to the fseeutive Orden and have not filed required reports should turn' that 41 CFR 60-1 7(b)(1)prerent, the award of contracts and subcontract, unless filth confrarlur subriitif a report covering the delinquent period or such other period specified by th.,Federal Ifiglnrav -ldminis- trarcun or by the Director of Federal Contract Compliance, U S. Department of Labor Wr 00, trbele e nln O1v1At4 all, SR 169 Half Bridge to Jct. SR 405 (J -tl- � L t !L01X!11 ub PII "Po _UIt'Y tOTI"t 10 VAGSPll Tltl •1htMAL-Al0 SON INl511ol 'ri\kXA'10.1 (•1 A (ert111r•r c,n rl a ,eRr•ra[ad I.1 tubfnn[r•r b.r• •terl,l •uPVlln• e .Tdwl a. rlrN 4y rr . M,Y Yr 19n'). elr L'I' •' ••Ira. _•tl• r,Hrl•i O rerr ui .M1e rSearrrpy �.f tam., 1, L R. •upV•> •Er....... .....di", 31c•:r'rb vh',n , )4'19• N•r IY. 19CP1 ,.r elteln<•.r.n c( nat . rnpt In•n tn. I— le tv n• • : tb• Igv•l ew Sr Ei•!-t,d And strn, 1, In<iu:b1 Ir c Its. In, <ldi., vlll t•. r•qulrwJ t. tees prc pawl <nd wet 4e . +• hw.d pr t•r to the pn tn, kvrv- •dlnR a [hit nstlrw br nro•He- •rddi., f1I, Inon ' I.trot tlon tlr. rubesntr•.,pit tnr < ,. Inrt L.n .«tr+<t• .entreat eIII.odln6 /1h. 9 vnLn 1. nut w- vJ 'teria•1 •upP4o• rhga the .v Pia o«l,etl• OMl ffo• tnr ....lf la•o r IEw lqw. material exempt '•Ctw+re .....d *f0,000 th 1 . Opportw4tY abuu. and are net weep! Irue the p/ In wo �.•f the £ Eque1 OppnrtunitY thou. IDI nled•re •r. wall wd •. rot tr.a 11, elsnlnR to It Pia. ore -..deer .,II be euwe to have tirn•e and %gr' I r... Pratt+Ion. of rhw •tort ffluit,n vI•r,•red Il bl XA A.O ItMlifl A1111 I,elllUu• m eh f pr 1 1n:e cerurl- gl.lon pr.r tee. W. tl d.< rµlitl r•I I'll tf vl tS4:N k!.]rru Il". IIItS I,a a-tall .r 4r•n id.es •• r .urlr.y.e, hc111- 1IFI VIII<n •r aryr rrl/ Ir W.If ur r , r n •Gw ed, ao In r,•c utl rlC is, aM1etne r•r IAelitu.le t. tHel.l-.ld r *;Ill r+tltltlesrf t,d tp' d1 A<tl••r 4actf and r red <uba..nit,r Lf l• ♦.Jlur; nl >n r e• (•c to nu•, err hw r tlrl •tlr:n it ., vhlrhwr.00l Irae �'hn rgnal •1.e pro rl0ee that the rrd,er '.1 nrr. yin- 1'ppurtunill a •uo.r tell ...M1 oaCirtatad I, I.rlr,a. nr at uIf• rrl r+,r let Bidder. nUknrrE "•d.r.I.•Id h\Ebe.r ,uwwt r.,n In,. + tarty l>r•�L rwwuwn t, en.trr.ctfan cantr.ct + +r4e ..,.ad", ,pprn Vrl'•r,, In. h. 1•ns•rl-•11 . 3!0,000 rhlcr. are rot 00"I tree tare pro- a a,rturt L.n unn �r Dn ,oho,r r(. +r r la lone ,I lM Y'..t pppe rl wtfY thus.• Vill eater­l vaVVII•r, h•Vr 1,: Itllw ne r.,,i1,w4 to provl!e lot the , udln[ of that he d:r.. r .I nl.. .r Pr Ides 1-r hl• the lollur/\ry nu it,. to pfo apet tlr. ubean- w.plu Y.e ,nY +-6ry +red tarllllfr• t octal (nr to n,I rua•ru« .ontr..1. and hi. eet•4t1+1Mrnllrrw,N Inrt h• d-. aw ruppl:.ra .here the cues rntn G.f or rrr.rwry it nN •eplo rr•a lr, part,.. t«w,• . 1�L • bl wpplY +soewanla uG.N 11I0r004 and any ten tfa n, oM er hl. runt,.!• e11 a woeo-r .•,pt •rv. lhr pra.i.le nr ar en. p.led f.rrtll he ere calla.heed. Ir ro. 111+. / Ia ,YM lrr etevu. runner uul n• will rest vin bin ,e ­14. If /r.. for oft e.vlu real tnr .......oeIt (,rtllyl•e 1 1 //' of hu hi. ea, t..... r one foee nw tII /�•�,r �,J jn .1 f.i Nrat nIe «ytew.a to Nrter. alert I IL/ArMk/ N "in :..0 ..lr.. nal,d.r i, })��rl rke � a +n•r. eodroletN hHllllse •n tin ulo•d. r 1Rl Ik 14 AT 10'a 'p1}!t' ry A T1}��R� Ms aRreornh+t 1, ethecn vt !hit cettttl coon le a vl.r lnllrn nr the Equal anitl Itm.• 1 / 9Mjb/. % In nu c er t. Aa u0N 10,111 t. ratio t. 1+1 A (."Ill<.a ton yr 1\n l� ur,n. [h.r' rw Hp.wN ua lluI w, n. r r<ttf u•t .G rrdo rre o> tn. Ae k / r n F ro+., +urx •rru, rwtroon. .:M Order nr the Yrciw t•rY of L•Wr I)r Y. [// / I A/ i,/ .Ic ,n.t•or,n.n..nd d Ill., ,.I.;.r1 .. To 9. Me Ly. Ilb)1 un 61l.InN ton n! I.,rr• v /U'//11/ IV Net r •N arbwt r eR. p lad Ia<111[fe+r Ihlth 1r Inct uded fJ rw attar NrY 1nE tote. VIr 41n. G re pn.a 1. r ,traGMd nrr eter tat bx ruD- ' f ra<rwtln Not•tu+ent . ,u. .I,tad br ••.h ea Pict nt to rtar and ea•r%.] atu n. s 1 anln. vn-- ,r�plbf pr br to the .e,rd or tn, .ue-nnlnct rla Mpf.rr•e. t un nY n•n'.e•t1 n of a ubrl.l UP" ly •:.`._ egllc\ fr.c ttf+ I ,d Nato if • h ub urn rra<t f e<rre•.wl N. $10a000 aN is Trot o,oept 'rne th. pro n,tlerul •rIR In. b. e�iol a r.+. n ef.n. of the 1qu.1 Oppc rrnllY alwuo. or o<M rwUb Ib e..... 1 PI/'9J//y/(• • o ry. he. rbt.trN Uentlwl [.r fire " 'ro+ pr.,d.N auWrntr,afore end1.b,lwt p- Ibl .Acon[racter• and Ytonal supplies It... I., .Ncfflc t\r.. NNrda, b• 111 os alerted a fnllnrn IfY +1(nlnE the obtain Iden<14t <oftlr l•.IP m. Ire. Vt rr p•.•n .nterinl Inte wbrl•1 wppb tubwntr.ctare . watt I •,Vpltn+ Pitrt.• u vw0. the .ubcunt actor ar •alnrl•t [e the •word t suhrent v..Gt• .r th, .ue rill be d•oN, to M.• .iRnH . ea flan of ubrin ourpll eRr.•.rwnrs, wa .d 1a the Vrevlr iu no of the •ONHtfinu nudlnC g10.000 thi.b ... hat seuN lull the .f low of hsnNRNp bd YUUltl,o• In the prevle\o,u of the aMt Oppprtunt" ebuee. oYWento Ft ar dat.rbi supp•1 .Rre.N.n4 aN that he .111 rat.ln .erfi tail//folln ne Th to art lf lt,Uon low kd.e the. the ad.- In life rll ra. r oont...tot or v.t.ri.1 auppller do-- hot 'tin- I bin or N.lid.t let Pita —Ploy... psilit Ne which ... SOCrai.bd on the n.,f. of r.a•, tct.. Th. pen.ltr rnl wokies false ol...eent. reN, .1.1, n.Uerul +rat ,.. vh.th., In olfva 1• pr.r<r 1b.d in iR 1.e.l, u<n f•et{trlr,re .....d.ted by dlr.etiv. 1001. • •In •+ tear• lne ter tlfluflan •lr nyr,.fE•.r u•. 'h, uDtantwr for of +rerr nl yP: .mt we In .arch Y • SR 169 Half Bridge to Jct . SR 405 -lo- w ♦ y ':a rliq A :&Wl''t^..i t� .;4:' A 0•89' 22.0 IRT VI N:, TiM9FR Pt LFS ICRFOSOTF TRFATF01 INLY PFR FACH I 70TAL f I AT 4i A, i i t a r NAt-F n° 1DGF Tn JCT. SP 405 9 W 1 � t • �77' 10.0 HAND PIA'F0 RIPRAP CU. YDS. To 110.0 27CK FASCIA MALL MITw GR119T ua "IN 7+s 510.0 RnCK BUTTRESS WALL • _ _ _ /!/!!!/ I/!/!//!!///!//!!!// //([_///!/i / Ica Tr;N ■ - - - f)0 t ILLUMINATI N SYSTEM fnyPLFTF W; 2261 i UIMP S!14 /// /////////////////////////////////!// Ln.P c�IH -6 Pc4M4NFNT cI.NING . LIINP cU4 ////J////////////////////////////////// LUMP S'1N 4..... f ANTI I "VF0 tT rN STR UCTUa.F LUMP Clew //!//////////////////////!. ////////!/// LUMP tUM 160.0 SIGN COVFPING SO. FT. PFR S . FT 84 - 2r00h.�1 TVAINI' A' PFR. HnUR.._ .....___�...__ 85 FwFprENCY TPAFFIF CONTR)L AT FSTIMAfFn SOOi00 086._. 1 .000.0 FLl-,,IN; AT cIXED PRICc PFR H')Va 87 1. ) FNPNT SH1 Nn ANC nR TVING TT48Fa TEST PILE. - r )NLY PFR EACH 411. 410.0 IRNISH/NG TI RFP P' F . —.._-_..— ._. F� � .L iNG tC.R,OS�TF , L1N. FT ♦aFA'Fn1 PFR LIN. PT tn 169 HALF Rv Tr,gc T') JCT. SP 405 R v 4 '� 4 w _ _ 7.4n0.0 Cr--MFNT CU)!CR-TF f_l1Vq ANn GUTTFP (/r(/lJJ///r/rlI/J///!rr/llr/l!/L1L//1L�PER.LIN, F2:_ tin ,) ASPHALT C )N.'PCTF GUTTFQ AT PEq 1iN. cT r 4- 14.9 ...f INr�F TF/ INJ CTrS ,. AT nNtY PFR -fA M. - -Rgn.n TYPF A M '1rK TQAFCIC CISRH t L N. CT. go -� —VE4DVIN f, TP AF FIC ISLAND I • LUMP SU4 /////////////////////////////////////// IUMP 6UM_41 70 I PO. I PLAST IC TP.Ai C (C NIIT TINS nNl_V PEPT *-Tl it.) IANF MAPkFPc TYPF NO. I HU4nPFn Ir[�li(/il'IL/1 L////l.lL<1L/J((/(lIJLLI . PPP NJ, — 17 1 .I LANE 4ARKCPS TYPc NC. 2 -- r///rr/t//rrrlrt/r///r/!///r/r/rrI///// "ER Hu-no _--�- 71 _' 570.0 PFAM SUAkn vAIL TYPO 9 PFR LIN._ FT ~.74. A.0 wnNV4FN' CA,rS AND C.nyc R-S f r1 NLY PFR F4Cti CC4FMT rONCRFTF $ [OFHALK 7s 50.0 LI�,HT LDn•,F aToR AP PEA T.)N HAIc r Tnro Tn Jf T. SR 405 7 t y' w r ' i 1 .0 - 7 IN, kLPW nFF 4SSEMRLY S4� ! I .0 MANHnLF ONnFP 12 FT. TZ IM. DIAMJT R i ne:Ly PER rA,H —5� I.0 OANH^Lr I1 FT. 'n 10 FT. 2 IN.nVA4FTFx ONLY //////!///////////////////////////r /// w //// // /////////////////////// PFQ FACH M � 55 10.L _ hhJ.US T_MA Ni�r11 cr __. 5�..�.. 17.0 CATCH BASINS TYPE i _ r NLY PFR �ArH Sg i 1.6 CATCH AASTN-S TYPG 2 j nN1.Y PFP rA"H 76TCH BeStA+S TVPc 2 NFP Lb F•. _ n NLY -Via..._.._. TTs TYPE 1 IR n nNLY PFQ cACH ArccS 4.Q cFRTILIJING "O' SPER Accr a 4.0 MUL r•11 Nf, • //!///////J1///////// '////////////////! TGMPIIRARY MATFR PCLL,UTfnn- C-')NTWr)L MA' SR 164 HALF RQfnGr In JCT. SP 405 h a 1 1 v .rn.u�rur I1r urirr.Iaa��..:-..=.—w if WLY...Uf�YiYf 'AW er ! �� mall �41' ' 4?7).D O111TILE T&InN WATER PIPE CLASS 3. 8 1`I. L I f)TA4'TrP 'FQ t [N. rT 4T. i, a.695.1 n11CTILF Tsn% MATFA PTPr CLASS 2. 12 TN. .. w I LIN. F' . DTAMFTPR OFR LIN. FT 60.A "1UrTILF [QnN a.ATCP PIPr- rLASIZ--T;--T? T*i. IN. VT. nIAMFTFR rT e44 111 .1 •..T1uZTTLF tQON MAT'-Q 610c-r.LAVS T.T6 -TN. . t IN. FT. DIAMETFR RFR LIN. FT 45 1.3 '_4ATc VALV'. 4 IN.nTA4CTFQ INCL.VALVF Pnx 1NLY FNln4 4.1 ;AT"r-VATVFS 6 V, 7lTARFT'TT--TNLL -VSTVr i n NLY 9r X5S p nay -N- .. 41 [ 6.0 ` 4AT9 VALVES 8 TN. ^TA4rT"_TNCC . VA_LVr ' - rpit Y PnXFS 1.6 ''ATF_-WTLVVS. I � IN. AIA4CTF0 1NFL . VAIV. ' n.q Y anXFS PFQ rA''n L$' 1.1 ,ATF VALVS 16 TN. nrAurT-Q INCL . VALVr ,IN$ Y N^.X Lja 3.0 S IN 4.V.0: FIRF HYOAANTS PFk FAr.1 SI J.0 RSMCWTNr, d4A OPSFTTING rTPO HY?5klNTT " -- 94LV rACH S3 II OrmrlVTNG ANn arcFTTTNr, ,.ATca arTFTiS ATM ^NLY CLASS 1FP r �cq ' eP t6a 14ALr Po/1GF TO ICT. SP 405 5 • 1. Y, >14 • 029• - 19.1 C' NCQPTF CLASS C ..._...-. rn. Ynt� PFR co. YD. 30 64.410.0 'Z'FFL RFINF:12C1N"l Ades - - - - - P711N^S PFR POUND tl 158.0 - STFFL I+AH) RAIL LIN. FT, POR LIN. FT A 31 .-j.._. _ -1A9.0 --')AATW aTFF--9 YN. CIA«rTFP LIN. PT. PFR LIN. FT 744.0 -IIYiSFRlIaAIN PIPE 6 1N. t'1A41:TF0 LIN. FT. ////////////1//r////////!//////////rll/ PFP LIN. FT '320.0 UNDFPDRATN PT-Pr17 TN. rtiaMFTFR _ --- LIN. FT, IIN. TT WiS�-I___2v734.J PLAIN CONCRETE F10 V.C. tFwFR PT6F-17 _ "— - IIN. FT. IN. DIAMFTFR LIN. cT 7t;* --- fAT. T`"tl3SS 1I afiVFb�CED -CONCRFTS SfwFO-PTR — -- LIN. FT. ?4 IN. r)IAIFTFP 3I_.. . 04.1 TFSrING "SEwtk PIPE -t--- LI':. Pro II',. FT 4A 310.,1 f;AST IRON wATFU DIPF 4 IN. OTAmFTER I IN. FT. PFR LIN. F7 39 1.4.0 CAST IRON w6TFR PIPE 6 I ". DIAMFTFD .. LIN. FT. DFo Ll". � F 4� 7-4.'J NIfTILF iRrN wATFR PIPS- rI-SS-S 7I A IN. .. � l IN. F'. 'iI AMF TFP pro IIN. �. s 14A1 F ARIDry TO JCT. SP 405 4 M h 1 I 0' 'PiMwTY. ANO CLfAN!JP__ . ! Tan 11 )4 S114 5.106.I 0AVrt 1.t /LASS g PFD T-IN ?> 1 , 195.0 CQiISHrn SUPFACINC, TOP Cnl)RSr - -- - -- _ P�, ASPHALT TorATFO BASF � 1 4, 101. ) ASPHALT TPrATFn gASF * T)NS ///////////////////////////////! PFP TnN ASPHALT CnNrnrTF PAVF.MPNT 074 . 1 :).') ASPHALT FnP TACK C')AT TnNS ' I////////////////!///////////////////1/ PCP •,."1 25..�.... . 6. ,,15. ) FL4SS. P P`o Tr S061.3 CLASS F _--- TINS / ////I////// DP T 'J 41NFo6L F1tLFN AT f1Xrn PalCc _ - T't'IS 10 10 1,550 00 PEP 1014 n THcR ITF4' �8- ... >>A.0 CnNCQrTr rt %<q 3 f'J. yr. Sa 16Q HAI F PuT)rc Tn jrT. jP 405 ) r, •♦ CONTRACT PROV. SR 109 - HALF BRIDGE JUCT SR 405 w. w •••rt •n •w �w+u.w •rey waa* VO 1..15H Is_p717 12 I N D_ E X iNDE X - ' C0NTINUED ) SHEET NO. TITLE SHEET NO. TITLE tINDEX - VICI'ITY HAP — =� —t 51'. OF UVANTITIES _ 9 - ROADWAY SECTION; t DRIVE►AY DETAILS 13 ALIGNMEN'T 14 — tS _ PLAN AND RIGHT OF %AV _ t — L7 ROADUAY PROFILES to — 20 STRICTURE NOTES 1 — "'J DRAINAGE 1AYOUT AND EXISTING UTILITIES DRAINAGE PROFTLYS _ =lO UTIt.ITY PLANS _ 31 DRAINAGE DETAILS 82 — S4 UTILITY DETAILS — 5 ITEMS _ 44=41 -- 2 - h5 -RETAINJING WALL-DETAILS _ ILLUXINATION AND �)IGNING PLANS ------ SIGNING i ILS SR 169 MP 24.45 TO MP HALF BRIDGE TO JCT. SR 405 9. Co wuw s+0�raw r�a�aFi� --------------------------- / • till CY�� •t .AII�• I4 i I _ . v v r - � r s KING C01INTY HALF BRIDGE TO JCT SR 405 a w • ' FEDERAL AID PROJECT „ CONTR t PLANS i `Y..�y. OF fi n AI 11 i O V FILE TITLE C . , / T.23 N. R 5 E. W N. .R-16g__R.-w STa"A 100-72'LT` _ �— ! - 55 CONS' STA t469a59.00C3 j,LIFt R ON UC TI1490 pN 14-0 i � —`---•--'—`--�--�==tom__=t'--- Nerw_p..w u90 � R,i a WlY CENTER MO�•'NJ6 R]T -•. SS,,.i JAa tom• tp { &'N 1312•J4i@!'.. - -_��C` COW =',am-_L EQUATION - -..... !4 ✓EGINNING OFGS '12(.: ` R'w •s+.p 9e pn. •__ ki 13Ef.INNING OF PRQJ ECr CONS• a5 a egJ1 i ��. CONS• `9 a 9 i A Bc4 M P .'STA t31t•SO _ / _., M F .'4 45 I'✓'° v� P n i - BFGiNNING CW CONSTRUCTION y H �� + �0..� H e sR leg STA 1506. 00.00 41r, AC6yAx PQ4 �i) �� nS ® Z f • y�R %ONSI PUC TION /;r ,'f h,S +5?i.0845 PC a 4j - K T �"a � 4e9] Do s RIGNT�YAY _— .. a 3 R„t.'}92.Sa4? c TF RUNG ._Q 6_ /��-' _ gyF.02'{J�o �ONSTR„ i,�., CE.;TCP NE / a� 14 S+i•e05 P q' •3 _ 4 ' S' 1!.)]•B"S C EOJATION L4" a t N q Kook •e;H_ 1. C :ST 528.eS Pt,l '. ^ t ,. . - - wy<e'4�i42i�.I'4_�_� --..c+.s J ,] AP .,s,._ �.i a.'1� �•� ; cast sae•ea�c P- A 3 c • a.. _ r 5 N , PIw 1529•PO3] P.; - _. \'�59J Y -- 4•>h ,l �' = .54/t ter- �_ Z-� , RIBA 1528.8a% PRf AHJ _r• ✓ N.'. 1S26.JEB5 Pi :OUATPJN7,71c •S i.. 1 -A ' jto. 5T PC H A .fah its I Y.5 S^dL AO E Yx s t4t�! �..x R w Zs ?tit 169 MP 24 45 IO NO� yy��, MAIF RZI�C IV JCT-fR 605 CONSTRUCTION C�RVV DATA a A ' '" -_ -, n+c cow•• i IEXAGC T l. � P . � . . _ — ALIGNMENT LIGN nM.CnN.T P — „_ _ .J *. 51a Ba 37 A D JRVE DATA 9. AP.�r^ OOO ISIB•O: D6 Bk 158 026 AND IJ� ' ....,r oe.. 1503 51 51 1 CC - _35aj,Z Fio Jt Q• 3' BK IS26• eB 46 AN4 a.ry avwgw y H a '�'.lc 0 Pit SSJi r- t 7.00. 1 6 ND .v Q; .440 c10C 1 1 _ ¢0 2 1 T3 r ifi 395 _ r3 f1 1 154 .00.15 SK. : t •OD.. AN-D. C _ i�e9 151 }._ S$30 'S5� �. 28 r ow .- ''47? :aC T-� IS T tat35 5 Rir 4, _ 2- 0 S i 7 r 5 r, _ s� _ 7_5 5- �.-� �_S 8 32A �ll 45 L?.L 0- 9 f, _5:11.- ' SC�T�-..y i�_.�3Q �`- C .w.wo.•.... :. . t- PI tB Jai _. 1 1.3�. -� 1 7. P 1 a545 S im, 13 • 52 �•. y 7 °ASYJ �t .a 11 I ¢ '/ [QED SURF a;,yG tpP D; qk - ( won •2.a• {a JYQ-l'1 � C�dMtl 5✓taa mR TOP Ca•rN—�- _ .' \ � \ M )) as -A 6+a'CxmPnt �dKeQ1Y S OQua a % n .4... Y, 'Rd ADp G Sta 1518.2C Lt 30•Wide -�— -- Rd App 1 Std 1524.48 LA Rd App N 5ta '542 ` Rd App H $to '519.85 Lt 30' FR-1 30 Wide -J 7Lt 50'tV c; Ra App J Sta 1533. 90 Lt 30' Rd App K Sta '534.40 Lt. 24' ar° ` * 3 Rd App L Std 1537.05 Rt 2W •--+4. Rd App Sta 1537. 21 Lt 30 = ' Rd App C Sta 1 540. 55 Lt 20 1 E61 .. \ •t E• 5 , Q• " S .iit SR 169 MP:a 45 TO MP 25 •`T^• � •i' ,!s' L..-- _ ._ _ _-� HALT DMOOF TO KT SIT 4M aaK cou.nY IT IB- ` cl�4 <aR _ TYPICAL CETAIL FOR EX DRI VEOMv Dt Ta1L5 SR F- —RIN i,t� p4 51QrJ JCTNTS __ • �9 � +'+a.niat MR sae ttl�OlY .FNd1 vV 1t-N hb' • r ..... 111 � . err a,:5 ° I OiO CONP�DE�*+TB Td►COURSE 4-c SECTION UW4T .ONC SIDEALLN y THICK� e���,� DRIVEWAY DETAIL \n "A'nN V. ABOVP) .•+tea..... :a 1,�.,23 .sw• ..� r !t S2 s DRIVE ',' N COMMERCIAL_ 'E A STA L1518.20 LT - '534.40 PT 5T4 L1519.85-T 1_=37• OS RT. STA L1533•SO _T FR 6.OQ BACK 14 A,,E � STA L1537.2! LT S_A FR- 6.30 =T 14 STA FR: 7. 35 LT. 14 STA. FR- 7. 80 LT 14 1 j - _ STA.FR- 8. 40 L' •4 ; -- - w STA cR, 9. 50 ,T i STA L1540.55 LT 20• 5TA FRx G,cz TO STA ml 8+ES9 !4'UME ROADWAY SECTION E "R STA. 8.00 TO FR' STA. 9.65 &A., -APFR T,- MEET E.,ST PA,L,V,.T LEGEND ASPHAL' CONCRE.E PANEMENT CLASS 8 ,s, 4 ASPHALT CONCRE'E PAVEMENT CLASS E ASPHALT TREATED BASE •' ': `:•"; ® CRUSHED SLIRFAC,NG TOP COURSE GPAV'EL BASE CLASS 8 Qvz 't_ - ® 4' CEMENT CIDNCRETE SIDEWALK CEMENT LDNCRETE CJRB 6 GUTTER % R � - .j^.dI` f 1. � R:. l! (p•.. ROADWAY SECTION F !!to W 24 4S TO k*Ta. �_-- NE 5R i6 STA NAP MODE TO)a SR 40 j D 4-P .RQ:.-APP ."AI1542.2?l.T 2 ROADWAY SECTIONS { r — a A f'H S SD HE:n .T 6 RT rOR pe1Y�l Of 1�1�0 ��n C'H SEC SHEETS 12635 T C PCACH N --EVENT CONCRETE E Ol _ I'-' &RT .OR VARIABLE NIDTN ,• nmv .....r •, Iaa 3, '-_ FrA 8 L I +1 1 M I �""•' f' -for' 81. �� ..- W+ uTan�: . S II ALTERNATE S HOULDER SECTIDT� SHOULDER SECTION IY -1' f ITA nao.,:r LJ ALTERNANA TE IS _ 1 nA •e. [+�. Ta TA. •nn,A �T `dA tlfARORt R? 'A ':•JJ N' Q5 ^021It '1 . �2 kt •r ,s uwcs oT STRUCTORE •^ _ , P:A - _ - -� EXCAVATION LtATJ A— •t�,..�_3 1 I �l L .�'••`�It��„ ALTERNATE Ls RirLTML EXCAV INCA I F [ST CULL• - -. •BL F F'RFOOE D OS M!N. l` IN I wT•RAL GROLYD ��• � . r r.•ti � ALIERNAIE SHOULDER SECTION Y ' •G • 1 ,ca._! P.t A'i_. :Q4 wsyS `.':a ISN-K` '0'4 '�•.O J. �--CO—DER SECTION .� Xt TJ STA I543.9901 Lt .l y b A_TERNATE SHOtA DER SECTION 41 ..a.Py •-;A— A. LEGEND I ASPHALT CONCRETE PAVEMENT CLASS B 1,_- HALF BRIDGE TO JCT° M . SR 40 BE169 M►t44s 10 M►H © ASPHALT CONCRETE PAVEMENT ;LASS E _ `"' c° ^T © ASPI-AL.T TREATED BASL � r ' ,wy RRISD6Mv towleN1 ~ 0 CRUSHED SURFACING TOP COURSE .— -- ... rwrwea.pq s•I�.urrw © GRAVEL BASE CLASS B •sA....a.r...a ALTERNATE SHO a..ww wws y C 4" CEMENT CONCRETE SIDEWALK L` R SECTION 6 7 CEMENT , as z A '+-e•6s cr • I O CONCRETE G,iRB 8 GUTTER e m `•, .,: `r' J o �j • X 'x pr r p f!E . \ -r I i ROADWAY SECTION C STA 1547.00 TG STA 1550-" `' -1N LT SEE 4t'T: c 2 3 l 1.- i •Yl. w w -�- �' �' w' Je .. . r r r r . . . . r r r T— ROADWAY SE,_ -:CN n STA 1506.00 TO STA 1511. 50 STA. 1511. 50 TO STA 1547.00 . -mot. - E G E N D CONCRETE PAVEMENT CLASS 9.� CONCRETE PAVEMENT CLASS E TREATED BASE SURFACING TOP COURSE ._ BASE CLASS E "ENT CONCRETE SIDEWALK CONCRETE CURB d GUTTER TRAFFIC ISLAND SECTION STA 1547.75 TC STA 1547.00 ads ■rxarow IUEEa pce:ro xt.u 40e NOTES Construct wearnq cow'se C'b hr. I:'C'- '0rc-e-eC 4 aw oswrr 7 eFCr valmte d.]tahces see 20 ' ' "J i•y, a• R k.Vw-t 3ECTIOhs and the a'te.vale shc,oer iec,o, 5,et NO _. ' 3AA depths shown on plan ere mm co'.' eePtnS ntc eP'. dsphaa a ! •rrn treated base over exit past rw•\ �er.'e1 4.WeaL �q Course-0151t.Comp. 2eJH' a ..,..� tevelwq course - 02012 comP dePtr 1 52 �r n.q q. v. .r.s. w ry... ut.• 10 U'ASN •••• " PROJEZT LIMiTS: SUMMARY OE QU ANTI y DES [S-0-17 LENGTH GROUP 7 ITEM TOTAL ) T E M TA�IAW NO. QUANTITY UNIT Iry FU, -_Li V.RF. SVIMIN . _ CEMENT CONCRETE CURB AND Gli"rTIER 66 - -- -- IN.FT ASPHALT CONCRETE GUTTER — 67 NLY COFC_RETE INLETS --- 'N�ET FF.�:UQSKTRA_F'FlC CURB S. NG TRAFFIC 151AND - -- _- 71 'D. LANE MARKERS TYPE N0. 1 AD. LANE MARKERS TYPE NO. 2 --- -- _ 73 IN.FT BEAM GUARD RAIL TYPE 8 --- ---- 74 N1'f MOVEMENT CAS�F. AND CO- VTR- 7 YD. CEN NT CONCRETE SIDEWALK - _ _---_-- 76 TON LIGHT LOOSE RIPRAP HAND __ IF Ito ROCK _ '---- -- _. FASCIA WAIL WITH GROUT — 79 OCK BU'fTWS WA" -- -- so ILLVm NATIO14 SYSTEM COMPLETE SAS 22 3 1 S. PF92.MANENT SIGNING 82 S. CANTILEVER SIGN STRUCTURE, - - - _ 83 FT SIGN COVERING _- UR I TRAINING - - - -- - --- 8 LIAR E C''N Y TRAFF C CON OL _ fE - 86 tlit FLLGGINC IT FIXED PRICE -- ti' ' TREATEUT— DRIVING TIH3ER PILFF CREOSOTE TREATED) - - - - - - SR 169 MP 24.45 TO MP HALF BRIDGE TO JCT. SR 405 .macowty r4wra+ax n.n rtwwe<o.w+aM xru+rwn a ww+w.s prww WIMGtOw (`\ I � wYRlO�4M gll9ww�l yw V NOTE . For wcrt Mfwft � 5wf1. 8 5 2 •r, i lt..! IU n. MiHf, y 1,l�1 +1 q' 0 WASH T s PROJECT LIMIT$ S U M M d R Y O F 0 U 4 N T i T I E S FEU!PAL AID PROJECT NO, US-0717(2) GROUP 1 GROUP ITY FL LENGTH: GROUP 3 GROUP 4 GROUP 5 GROILT 169 -1 ITEM TOTAL 1511+�OTO R 547+50TO EROSION RENX)N METRO E.E.O. RL TON UNIT I T E M 1543+50 �-2 550+11. 19 CONTROL AGREE.NO. GREE.NO, WING AGREE.. NO. QUANTITY q_ LINES CS 1772 GC-328O ,C_3343 GC-32 61 4.9 > " ' T' AZING -- - AN 4-q NI Nf _ ^' TF'M►NIRARY YA1ER POLITIONcONTRO' C12R AND 66 L3 IN.FT ASPHALT CONCRETE GUTTER - 67 14 NT.Y CONCRETE INLETS 68 890 [\._ TYPE A DIOCK TRAFFIC CURB_ -- L ►' FFIC ISLAND ---- _ — C, too N Y FIC BUTTONS 1 11 WND. LANE MARKERS TYPE NO. 1 72 1.3 MS TYPE NO. 2 ---- _ _ 8 - - - - mnti124EN7 CASES AND COVERS I -- _ 713 LIGHT LOOSE RTPRAP 77 HAND PLACED RTPRAP JAITH f.RO11T ROCI HITTR.ESS WALL 81 L, L.S.FUCKANLYPRYARZ _ 82 LLW SUM S. CANTILEVER SIGN STRUCTURE L.S. - 83 160 SIGN COVERING 160 - 84 --- - -- - 83 CONTROL 2,000— FLAGGING AT FIXL:D PRICE LY FURNISHING AND DRIVING TIMBER TEST PILE 1 200 -"-_- 88 400 I.N. FURNISHING TIMBER PILING CREOSOTE TREATED)- 400 - 89 22 NLY IVING TIH3a PILES CREOSOTE TREA!U5) - 22 - -- - -- -"--- -- SR 169 MP 24.45 TO MP 25.18 HALF BRIDGE TO JCT. SR 405 ■ma cow„ _ n.wlw•w I+an Inrwar<ar.•n.a f/'�'\ xlanrxr yl Nrpa�ra.f r ."�� IXfMha tafaYplY1 :��' a M 1utl. C1urM � x..lpfp M4W V•.p411a( faY! Y[i.IffvYf011 YOIXW rdMY .•fao.w OCTODER 6, 1973 NOTE Fw wKpol F..+p.w we "Kiel omviss R. cwnact rule lIM, 7 > 5 2 .�. ..1� —_ -- .rr■�Rllnr rwq.• w •Veer NH• A. 10 wASH U - 9t7 ... PROJECT L!MITS SUMMARY OF QUANTITIES 6 LENGTH: 6ROUP 7 -- FEDERAL. ITEMI TOTAL UNIT I T E M STATE AS NO. QUANTITY CITY FCNU OTHER ITF2lS _ __ _, ^ rONCRETF CLASS a QUND 251 .- Nl,-yn-, CONCRETE CLASS 31 I )"T STEEL HAND RAI1. - - 5� IN. DRAIN R IN. DIAMETER _ 33 1Nr CNUERURAIN PIPE 6 IN. DIAMETER 35 TN PLAIN CONCREIE 36 AN.FT CLASS II REINFORCED CONCRETE SEVER PIPE 24 IN. U�TEjt NSEkERPIPE - - 38 Y-Fl .. CA511110NWA ' PlPb 4 IN. DIAMETER 39 _ ' ' 6 IN_ DIAL-TER _ 40 \ '11 o A 1N_ DTA? _ 41 _ IN.FT DCCTILE IRON WATER PIP' CLASS 3. 43 -IN.FTL DUCTILE IRON rA 2- 12 IN, DI LIJETER 43 N r N WATER PIPE CLASS 3 _ 12 IN_ DIAMETER 44 IN.FT DICTILE IRON WATER PIPE CLASS 3 16 IN_ DIAMETER 45 NLY GATE VALVE 4 IN UTAINIETLIZ INCL. VALVE BOX 46 NLY Ij1AMETRR TNCI. VALVE 5 51 NLY V AND R1�SETTING FIRE HYDRANTS 5P NLY REMVI%G AND W' CASL'S 53 — NLY ^ BLOW DIV 54 NLY MANHOLE UNDER 1^ :ET 7^ IN_ DIAMETER 55 NIA MAN 1` ^^ — NLY ADJUST MANHOLES NLY CATCH BASINS TYPE I 58 NL.Y CATCH BASINS TYPE 2 59 .'LEY CATCH BASINS TYPE 2 Dyli1 an IaFT 60 NLYf GRATE NIL•; S T ` 1 - — SR 169 MP 24.45 TO MP 25 HALF BRIDGE TO JCT. SR 405 Aaec cowry wAvewc.w VAN IwN.r< 011,41e _ x+u*rxrt a.w " l F wJOtD •A[fe rn A a ..wf Y[I..ewNOM wVAW tOwe�sl VOTE . For smos1 No— w ylcrl — ..w .. Ocraeea 26, 1973 twq& hWMs �QY,I.<• NWYie �wcn 6 52 .�« PROJECT LJMITS SUMMARY 0 F [�0 U A N T I T ! io w2) U -071; '2 •"••• E S FEDERAL AID N0. S 2 OS-0717(2) LENGTH. GROUP 1 GROUP 2 GROUP 3 GROUP 4 CIIY Ft., FR-1 SIR169 `T S GROt'P 6 0 SH160T0 543+50TO EROSION ITEM TOTAL OF UNIT I T E M 1 _ L.I NF.S :550+11.19 CONTROL RENTON METRO E,E.O. hRFjnON NO. QUANTITY 1543+50RZ.ND. AGRFS„y0 INiNG GRFE,htl. nTIo-R 7T4'/LS __ GC GC-3343 _ GC-325,v 28 _ TRIM MACS C - - - 31 358 1 • DSAIb.PjM_EL IN- UTAMETER -- — 33 ¢ N IPE 6 IN_ DIAI�IE[t —794 34 --- --- l n — ♦ i 1 36 LIN CLASS II N R P IN UTAMF:Tt.!? _787 _ — �-- 37 3�426 IN. TESTING SEWER PIPE _— 2 387 648_ 391 i 310 LIN.F CAST IRON WATER PIPE 4 IN. DIAMETER - -�— -- 3;0 - --;7-4 LIN. CAST IRON UATER PIPE A LN- DIAMETER _ - - 1 41 422 IIN, DUCTILE IRON WATER PIPE CLASS 'i_ 8 IN, UTAFETF9! 42 3,69S TI_DUCLE IRON WATER PIP . CLASS 2_ 12 IN_ DIAMETER— 22 WATER PIPE�y,, 12 IN D_iA�6GM`RA -- ---- 3.695 - - 44 131 _WAZ'Il PIPE ASS 3_ 1fi IN_ �jAj� - -- _ _--- 45 1 ONLY GATEYALVE 4 IN, - 46 4 ONLY GATE VALVES 6 IN. DIAMETER INCL. VALVL BOXES 7 6 ONLYI GATE VALVFi 8 IN. DIAMETER INCL, VALVE HOXES --- 3 NLY I GATE VALVES 12 IN, DIAMETER INCL. VALVE BOXES -- - --; --- _ - 1 NLY -- - - - - - - 50 3 NLY N ONLY REMOYING AND RESETTING FjRE IIYURANTS Y RF?10VING ANU RESL"fTING WATER _M_ErEJ25 AND CASES — - i► 53 i ONLY 2 LY ---- SS 1 ONLY — — - - - 1 NLY ADJUST MANHOLES - --ONLY CATCH BASINS TYPE 1.3 ONLY CAICH BASINS TYPE S In — 2 ONLY GRATE INI TYPE I ORo -- - — SR 169 MP 24.45 TO MP 25.19 -- HALF BRIDGE TO JCT. 511 405 [MO Court. N.YYNGfdf f`11!I AT cO I'm MN1fYM' d NK lv Olaf. �i0f.i[WWY nP[11�%1p�� NOTE . for spK.N Ws+wss sss aKglo.ev�siens f. Cc oeER 26. 1473 cm'.� 5 a 52 .eff i PROJECT LIMITS SUMMARY OF 0UANTITiES _ LENOTH: rU;F ITEM TOTAL UNIT I T E M NO. QUANTITY 1 .,,,rI N o S LEAKING %NT) GRU'BBING ROADSIDE CLEANUP W �1vAT10N INCLUDING HAUL - - A 4A E - - - UND 6 L.YD. EMIiANXMENT COMPACTION - 8 W D FOR _- 1 I N A - UH PLOW AND '-- R AT F aEL' P E 10 UR 'A 7) U S ANU RA —_ 11 U.YD. S RUCTLRE EXCAVATION CLASS A _ AA _ C B i SHORING AND CRIBS OII EXTRA EXCAVATION CLASS A 14 U. SHORING N CRIBS OR c` S — 5 16 L'.YD. GRAVEL BACKFILL F'OR WALLS _ 1; _ .L.YD. GRAY ' HACKFILL FOR PIPE BEDDING 18 U YD MIS GRAVEL BACKFILL FOR DRAINS _ 19 U.YD. DITCH EXCAVATION INCLUDING 20 S. TRIMMING AND CLEANUP 21 ON GRAVEL BASE CLASS B 22 ON CRUSHED SURFACING TOP COURSE -AASPI SPHALT ATED RASE — ASPHALT CONCRETE PAVEMENT '14 TON ASPHALT FOR TACK COAT -• CLASS B _ 2-6 TON I CLASS F. I n --- — — SR 169 MP 24.45 TO MP 25.14 HALF BRIDGE TO JCT. SR 40S [MC COIMT -- � �.L.TF.RaV R1•a Mi1N.T<Uw•�HION OH..MM Of IIOMf.M ' a.ru YYOI.TOM . IYiOU YIYl1 VtKM1.[ OYw _� ?�`�.Ff .W.r<.bIM MONr f0.11t♦1 II MATE PatMahi NrHw w �N tMcaf ygvisiMs --- .�•w.n OCTOBER 26, 1973 . .. �... 4 - 52 mm ------------ rff r'a .aaA<• r •'Wa Mff' •H PROJECT LIMITS: S U M M A R Y 9 F Q U A ,y T I 1C� wAsH '•• '�• T I FEDERAL NO 3 STA. 151t,50.0 TO STA. 1550, 11. 19 E S AID S_ 7 AND INCIDENTAL LINES LENGTH: 3,065.22 LIN. FT. _ GROUP 1 " (SEE SHEET 19 FOR EQUATIONS) 0.732 MILE GROUP 2 GROUP 3 FR-1 SR 169 GROUF 4 GROI ITEM TOTAL 1511650TO & 1543+SOT0 ERO ION I TY OF E.E.O. CiTI c NO QUANTITY UNIT 1 T E M 1543+50 FR-2 1550a11. 1 CONTR01. AGRFE.NO. AGREE. TItAIN1NG RENTON -I LUMP 5114 -- --- _ _ S 1772 _ - GREE. iNlAnsl I)E. I�I_P. 4'rrIYATION INCLUDING HADI. - 65 --- _ NKfYT CL,4PACTION 101AULL LOAD COMPACTOR -- —_ --- _ UJ� GBADE11_POI AERATION q GANG PLOW III Y AND TRACTOR AT FIXED PRICE-LIL- TANDI-24 DISK AND TRAM)R .AT FIXED PRICE - --- - _ -. 11 1 9¢5 _ YD STRUCTURE EXCAVATION CLASS A _ 12 4�539 U 1,D -ST 417CTURE EXCAVATION CLASS B_ _ - - 3 - ' IZ IAW, SUM S. SHORING AND CRIBS OR EX71 A EXCAVATION CLASS A - I„S. t 52. FT. SHORING AND CRI TRA EXCAVATION R_.1T t7SEU I>It --___ _- 15 fiV U YD GRAVEL BACKFIL.L FOR FOUNDATIONS CLASS B 60 - --- - 16 405 U.YD. GRAVEL BACKFIL.L FOR WALLS 000 17 440 U.YD. GRAVEL. IIACKFILL FORPIPE B I _ - 328 69 43 28 510 C.YD. SPECIAL GRAVEL BAC DR ILL FOR AI S 500 19 10 U.YD. DITCH EXCAVATION INCLUDING RAUL t0 --- 20 Lump lM S. TRIMMING ".L.EANUP --- - L.S. I .S. - 21 .06 22 1,195 TON CRUSHED SURFACING TOP COURSE 870 125 -- ASPHALT TREATED BASE - - --- - - -- --- --- - - 4 101 N ASPHALT nWATED BASE__ i840 - -- - - - - - ASPIALT CONCRETE PAVEMENT -- - - - - - 24 io roN ASPHALT FOR TACK COAT 7.25 1 6- 6-615- N CLASS B 5 go 26 5 861 Boo i N CLASS E _ 4 870 � 840 --- `- ---- --' '- 27 51 N MINERAL FILLER AT FIXED PRICE _ 46 g 2 - - - ---- - SR 169 MP 24.45 TO MP 25. HALF BRIDGE TO JCT. SR 405 KONG cowrf _- wax..xa^ox f•a.t•xG+xxa. torrx.ar pNMMx!fM r6x�aR c -- NOTE . Fir Wcmt MOTWM .Af wr_gl sa,I _rwr+ OcToeeR 26, 19T3 U-9aj Ravlstd L tern i 4 —_—__—_ 0.W T <pwn.n wxMr ,■.. 3 . 52 1VIf! REY�SION sY ■ T 23 N. R. 5 E. tiv til r_ — lz i \ j \ / \ \ E. i i VIC-INITY MAP SR IN W 24AS q Mr 25 i HALF YpfiE q M.Y�E6 VICIMITV MAP ��fwBMM fW IrM�-o..y., anww�rw F . fly 2 52 T 23 N. R. 5 E. W.M . 21 y / 520 SR16g wi 490 •.� \ _ say rs- 1470 1448C BEGINNN..:.•` 4F 3INNINr F S Oh7 i' �� VICINITY MAP SR 'e9 wv la asro NA.s SEDGE TO JCT..St 4aS 01(.M TV YAP S, � RaNOgY YAt�t mr,r s rJww,a ? 4: It ..o+..e ..� � 1 SIM1M _ �- ----- 55 ig 'r5C4C 3� `., - ss�y.4: tiQ7E'1 50 w 45 s� 7 G - -. - PIS 40 3-5 [Al i 3 30 3 _-.128 �95 i CONTINUED , '.N ON j SHEET 27 I� 55 55 55 50 50 ` --- 50 45 OS -W— --- CIA 45—_ - --- —,, 5 qe J j" 45 40 40 �- 4. y� 27-a 3 40 SR 169 %P 24.4S TO AN SiAIE � HAIt{RIDGE i0 KT SIT fOS � • ca :! l ORAIHA6C PROPILE5 J•�M i •Y•r•gr wa.awe• o,wHra Ir wl•�-. •♦S SAME _ anwr,r•.r.en c C It NOTE: ALL GROUND LINES ARE FINISHED ....� L•''` - -3RaP_ JNLE55 OTHERWISE NOTED j di+L l A Y� O � CONTINUED 110 .`-- FROM SHEET 2a 33, z 105 S?ii id a Is�iJ Ty 100 60 �^ w 60 95 55 55 90 50 50 85 80 75 70 65 65 65 s ail-I 60 60 60 S E 55 1 36 Ex sT 55 55 50 SR 164 w 24 45 TO IN M. c.e - N - 50 - QI IW DGE TO KT St♦M ^_E_ 24 cs caw„ . ' 45 OA LINAGE P4IOPIIES J45 •t b o r .�a..� e.r.ram NOTE: Ail GROUND LINES ARE r' GRADE UNLESS OTHFRW „ -ONTINL:L SHEET 25 Y �ry 4 aS i ;a �a mi`, Jr 60 1 55 50 - i 45 40 65 65 � N F7 60 6O I -k ST NG— ' SS.S.. 55 , 55 50 S + i 45 ,r P 45 HALF WWG[TJ 2CT s•40 �-1�►-�L_ PPAiM\U "Of LES N • •l 1 1 �.'� Q• � �. � _ Pam.�fiY • �2 'l 14 -E .tea! • ] L NOTE All L'NES ARE FIhtSHED GRADEE UNLESS ;LESS OTLiERwSE NOTED st • _ ■ y T23N. R.5E WM. i ENOOF' -S0777; 2 t t SR 16C� �RETAINiNu WALL NOTE NCT ��`N'h 44 4BAN'K IE,) NALS RRIDGF TO kT Y 405 %M CDln� T DRAINAGE LAVWT AND EXISTING UTILITIES Y • � wY�Yy fYn AM,T ply � • f NWI,W�0 ylY'T j N � n N � YTrV. Yfili 0 Z •a .a.r r ia,�� INN, 25 w 52 i 1530 E%d9Fn J EANRARY $EWER ^ c SR 169 M >z f La 1J y1 Sit.PIPE 77 ,.c-.ar:.i. _ I! ccc /tT )° I aup 2*45 TO W Ei • `� ! p".. / NAIE owe TO/E7.So 406 V H \\ 1 / D KAGE LAVD.,T AND EAISn MG ununcs ,� v ,tvs I 1 i �� •D. � GI A:i .r�Fa r4�Q�.N v .e 1 52 I � ?. 23 v R.5 E W M. 1520 �N / � LTn � ENISTING �' f of F_x vv.� ILL ICCINCF7ETF ppEETR x4y-q� SE WEp.� i S , is.__� R �+ l BEGINMNIG uF JS-^'17 2 1;r "'ti�NG OF PRO ECT ; TA 15'+•50 00 MP 24 44 ., S!149 w 24.4s 10 SO NLLf cams 10 1C1 SE 4a ' w co1.tT r• N �' DRAINAGE LAVWT AND EEISTMG UTILITIES '�•r • 9 ..n.Mer w.a ww..�4 91 rl 9 L aor.r v I�en irks .....� err to i l•Dsi1 Lt/•r��• Pow. J.w I1'L dt 6L Twlir♦ T r, G +A t PAf YF' Q} MS ./ [Y N w.. � y I / id ',•1 . IL F 1 �I LF Y� o u. •'"v " LF a .Cloy Ll.9. _ L F A- H P OPA Mtta 7C7 —. ... . __.«..• . .. - _ . . i _.— c--C- 'Z�dt. lu'a � I QNl. tGAf:^ Mt, r ONLY 'M .=.' r.. ONU a "u e ONLY r v Op • s � . i _ ON,,Y I _ C Y . ,Y. [1 R'F-HAY TON -. ,T7;r RIPRAP Z T T a Z ic (A . . 0 1 HG% 4 r 5 I GJ.f7. 3L tN M...�•rIG• +� •• �Rf v �1 r, r q __•.-.- _ _ .•- --__.. �AN rp tM A - N p,Vf If R ptl f 1 _ WEEP PE 12' DIA41 ' F t _ •-_ . . . . . - _ r t -R'CP"Ir$QtED T�JF�FE'T� C� i d'f R PaE PNlLy +"T'- • _ - t MA/�•'✓ll.F A XMF 12 FEFT Y 12 'KH DAMB_TER �y A; ';T MMMC%ES }I GfYY c� •+ 9A + _ I-� JhLV rA fu BASIN TYPE 2 TYPE ._'S+HR r. 'r..Tc TVFf+ (N. 2 r.aN 1 A 1 II f O r y r. E es 710 rf u �Wlc.4. 1. sf Ur lfA� Mwwnww S.ww+ I .0 41 i IQJ CD Ul i o can o LYI o .02 55.08 O BVC •25 5/ 62 Val :.O r .7: -• r. I � ' ,v I -1 N i m AIN i e;w 0 1 ' M I iI A V1 UI C) 6 J i cn O tJ O U �I OD I c Ln 0 o U o " � x BEGM-W OFus-0717( 2 RFc�nrutvG aF PSI � i � � - rSTN. '511.500C24.45 I -. ROADWAY__-_SECTION B rr k I c $ °e°. -0.30% -Ogg, �c— , S E `Y .`. $'ING MVE MENt_T' O'3C•., -040'6 200 Y C C`F ::C r-TRJC'ON _� .. � �. tt _�!A as :! • '. Po a � •n0 t:>:i � _4,:F3&NG sw jr A\� _ Ro4^pp_- ON :.NCCLIXNG HAu t2E9 C, Y,Y,yf so ad I OQaDy.A� !♦C a.._ ...-,�KMENT 7Ad(t C�Y_c MENT 2&iJ 7 8 9 1510 1 2 3 4 5 6 7 8 9 1520 1 2 3 4 5 6 7 9 1530 1 2 3 4 ROADWAY SECTION C END OFUS-071M 2 '.. ♦ — F END OF .PRO E C T 1 .A 1 5 r M P 25.10 60 50 200 50 1- s, I 4 -tea <� 40 - - -- " fR 161 _ - No 11l6 EO NM I 1 NAi•IMOGE TO 1CCT SR 406 A6F.'PWAv f`gJc ALES . ♦ I Wib i44�R♦! t r e F t � O�YI�I p�♦T • - SUM LEAR• AND RUBBIN .,,Mf ---a. - iC 2Y ` ♦ w, ♦ ( � a CV .J' EMBANK � I i y 6 7 8 I rr•p� K . si l 7 9 1540 1 2 3 4 5 6 7 7 5 8 9 1550 1 -- ---- L OSSI 6 8 LL g 5 b £ Z l O�SI 6 8 L L 3 S �cj t.YV�. 5:' 1h31tiMNV6 W3 ;t . _�E Si.n rw n n _ �4,t 1 r- — + a r+�1�w�X'3-Av saA 5.1 o.ct -- r p _ I " � jf - QNV ON + taBtltl�` �Jtiidtl�L ' � y�y5 YwY�O Y�w�x tt N � 531:3Oyp AVIVVOM ' W1Cx F�f f0►tR'17t of 10(�nvN ww a sx wx sot as � Ob — Ov J ';bd AC eH3 _.,0-Sn,iO C143 J 40I1 i 9 c 9 b E Z L OZSI e L 9 S z o�SG s e �` ViWMhrd`N _V4' l i'NNNVaW — v r...lr'rtr x' rh 4iCCft'S4T lid i _~ O&M Q' •Ie6b It '.. P --_ _ — — -- -. l�nncvoa - — -- ----- - g �10117?a SV'4Z d W � 00 08•ll9l c s ,tea. •� ��+ S.ns• n � ! 1r i..cr. 11 1 I 11s26.3&65,_R l'- Co P 5 � o _ j# �i7s•�r' Inc l�\\ //` 42. �533•dy TiY i��'!!t 0 1� Ul w A I1 N a -95 P V/ 'y a •\ \ N /0010 Z z1 "',�,1. fin.. 1 '�l ..)f. 1+J'rcJN E4l/PRMi P., + `•" i 1_KP.6344, Pam_ F 'v ,; T l- 1541,35.5Q r, ' r I. v r. Y x ° It � t i ,n ► w � s9c. cor Fd-•"�------ t T. 23 N. R.5 E. W M. �. �m W F�4id P►4 - - --- --- i ,y < �. ..a <•,±t 1, �I m� ,.) APP 4. 6: FR-2 ALIGNMEN? POINT$. 41 c 0: ♦-6.C2.Q0 P0`. SR w,', ..,r.`SDG(s4'.e : 7 C- 7350 T.'R0 01 t-�1 LL1 s. � �1i Q:1: 0- 7.73" PT, SEE ItYS{9T E - 9.O%00 POT.- T � _ FN1 LINE N. � TF.t 9.4,OC POT. ^3 9 O -l��•�.. r.' � r PRo I r 9, I I pNStRJG�10N +<ces Rdnr arm C O gEG16`NS C06 SR / ` ' n�4i o_ RIGHT OF XAV CENTEP-1NE SMOwN W DENOTES CLEARING LINE �. ® FIaVEAE/R iEaNrilal, ftyMW "RO+DWar EXCAa TK ' PER Cu VO t Is9 Z St 169 ALP 2445 TO NW qK HALE Y10GE TO JET.S!405 --_ A I Sao" IN FEET - QO ' PS SN Ak •me RIT OF Wr S we r COVSEC.iB o .. SCALE IN FE[7 acm S e s �`.. aa�aaaar •�� 1 7a•.s9sa8o5 OoOs O�O .RTTT, ,30�0r s3 074 i7 27 FR 1 - - $ FR-2 INSERT 1 --- Mtn 14 . ------------- fT^; I i 1 IF Q \\ 4I . III \ � i 1 I � � !j SR 169 MI 74 aS TO M►lilt HAV MIDGE TO Ky SIT 405 ' .T9 C9 l l WAIL DETAILS CURB TRANSITION asrnre a.`wrn STA. 1511•5458 tc STA. t511.gq 1F : t :, L- ----- - a :t € D �y o 0�• z n ili I y 4 N - Y fFi i. f:y .. i.0 rN r q• if � �5 B . I I - L F _ Fn a j 1 � � L F r•ve P B .X ra n �u:� L <� IRA sak^�J D . ._1.. . . I# NLYa c,*:, 'RPFF : HJ"T.S --� II NUN Pr. MARK-PS tIF{ —� HUN A MPRK�RS ♦Rf .-. --.. L r hEPa u..PR[, - . ONLY MO ',"ENT C� 6 ;.c-R; l Sy C.t rIfnT •: r r.NP..K _-R'4rM P.- ice . . I . . i . . _ I TON .H.Sia.I _. .-- ■ . . . , . . , TON -� Ln i r _ - - u p 1,, ip r 0 isf sWIN i P T 23 N. R.5 E.W M. ,j18 I� o- n F Aei' PAv• � - y -Tl ' ac TV SR 169 - 1550_-- .. .``%ir N` CN:aEr a Tom_"- r SR 169 W 24AS TO M/IS!A NALf 8*Wj TO K7.SR 4C.S W ca111R. r 4 a i CMALNEUTATION PLANS '� +• N � -wyyy—�Z� w•fawrow wn ww.•r cs v h�`R N oe•ern a ww.n w :-� anw.,wuwcnw • a ifS DATA '' r�, ...:....:w ...�.. G: n r � �G• � 3 F • •wmr<r s! 37 SF !. s T. 23 N. R-5 E.W M. N., `EDAR R,04 SR 169 530 7' S2,69 M►24.651O W 23.N RALF BRIDGE TO Xt SIR 406 4MF C9Wf1 i CeAMMEU2Ar10N P�N+S 'n�b � ..w.cq�9uw�n co•es+ i it ' area a•rrn i i V1 N s «.o... i '�l I aww•ter. r !S 0 S1 sn e --- j T. 23 N R 5 E.W M. a .fr Aso+ITI t /: J 71 ¢. Cr a r-q 8 z 1520 SR 169 pppp , - i -�-��_. fs� \ 'Fp.1a�9�S3L' i •w.Th' �S 51 .' 1. _ 1 a - Lam. _5 44 -T — fi N ^U 44 � END I! TT 2 i C8 •. -,'O%TNUCJS 2 AAT _T TURN I.ANi U Y I ASTL TRAFF{K PUTTC%ry 57 CEC 11�aD. yr tl� �O V n Y� i 1 09Q SR 169 IV MO TO mrIs'IF • `�< FN ,rj HALF MIDGE TO JM SR 405 '�'� ssfs mfllm CHANNELIIATiON PLANS M.uwolw fun rfrsf Ca��. 9EGINNING OF CONSTRUCTION 35 w S2 U yam,. IT,�E w 4 4 . 4 f lnyV o I SR 169 MP 24.45 f0 hV 7a if MAIE 6RIDGE 10 1CT.SR 475 _�_•�1 ` --�.1. � - UTILI�V DETAILS P.W.YfM.P. VALVE CHAMBER ....� ....... ia .PPa.Mf PPI 14 P 52 r+ TYPICAL CONNECTIONS FOR WATER SERVICES 3/4"M" WATER SERVICES 12" WATER SERVICES Fo- N nl . p ' �F lE� f.G (Hj I i� 'E�IL J r -- - -T A\ -�_ 4EMARr i e ITEM x..>\ \ LM:<' ' �7R SiEEI MAl4 I *44P SERVICE CL A`A?� � C 1 IPON M4M r ASl CRPOR4110N STOP t • AR ES _1 _. ,n RON A4TER PIPE -W. t WHEEL VALvi �R X RCt CLOSE:.WPPII 3 v -RON 9O I + R. Fes.._ 1. 516.13 _- J I) - ! �•. •,.�. Sit 169 MP 24-45 TOW 2S.M HALF UN)Gf TO XT.Sl 4M UTIL.TY DETAILS l� W ri 1 4 r. N f •• '- MYM10n�T paia•�apa9lpa� ■ 0 ] � O ST ANOARC '�Y-ilSC Ai. fa 4 ;t '2 CAT4 BLi i r a r � � •' � ,,..,ae,,.,. aww SS a 52 2 • r ■ _• !� T oR Bats•Ji�PT --- ! WMAR a T .TrF1__ DETAIL FOR GENERAL BLCC<I%G DETAIL OF CONCRETE `VALVE CHAMBER T «« -�-- Ii FOR 12" GATE \,AL'VE T . ��w5•IEo oasix MFTER BC`X— - I '.ALOE Box 2t2-W'A. TER . �. ,, Nl CAP 6 Cw,N SQ 1Sq MI 24.45 10 W 25:11 O R N Y C R HALF MICE TO XT,St WS DFTA ANT ASSY awQ Ca T u • — - FT t 4.�•E'.tYJN N•_ UftLITV DETA1l3 y '�w/va•rn�:_Ec tnL� ./- `,,"'. ____ ♦ - idE Kati q DETAIL FOR '_ -- .... w•• 2' BLOW - OFF ASSY ` ) T.ARe PCsr lTtP ��♦ a � DETAIL FOR HYDRANT ASSY, HYDRANT GUARD POSTS * L v. aF cuS g L M A C rvUic i#IAARC ` a .WR$TF a .i Z�T �wrn ar• tam !2 a 52 rs Edgv Ed" RVTt E SR 169 i t 6'A4n t!1'M,r F,Pe 8 D12' SO am yTl � f -'SGC Meta„ PLAN TYPICAL SECTION FOR ALL OUTFALIS 5. - « �T 1 ,?^ I •}f � � - - qp - mot '�,,� E-EhAT ON ELEVATION SR 169 MP 74.15 TO Mt 761N 'YPICAL SECTInN KW!MIDGE TO JET SR 60 XMO IJtlM CATCH BASIN ?YPE 1 D3 DRAIN<.3E DRAMA" DET.,.S With Concrete inlet at Gutter CATCH BASIN TYPE 2 i I With Concrete Inlet at Gutter N • Y � a.w �o�Xxa T F ♦ � ••w� .rXra • L• lf4f M•••/ Ii.Ir MI a&4a ra pp zr,v 2b oC 42 n 5tA t63§•IB TEE'W LT, 1:k 9 C 1 TEE IMJ•FU ` .- W, AcYE NLL LE N-•F( �.8 vALVF tM MJI I Sla 1 OL U-�k T[y / C I VALVE BOA / 9'4,VO TMJJ �J ?OI�Ai Erb N S1A296J9ffi /2•BE'O1 M/y MJI�-80RI(cbu� S SOAr,ApO COREY fcl vav n10 T YYp/:• fJ fn snt - A +2"C I n 22 1/2- BEND(MJ.MJI - 10' ' O REMOVE& RESET WM St1 t6lt•, CUT 6 PLUG EXISTING PIPE ff*GAT I LEE ( (FLXM _ _ _ 6•CWTF VALVE IFLX MJ) ! 2-0'C1 22-112•BEND (MJ• M)I C I VALVE BOX f 896 r I REDUCER (PEA PE) UUN� 6•C' •6-STL TRANSMON mu CDUPL•Kr non I 20CY CONC CLASSC ila Wtt h,,q C����. ftxq FavemenU 4 0 0 0 O O y / I H n Yi o�oo' O m� _ D 51 1 6..STEEL 1 o�ua l ml y I 2 Cl 22- 2-1/2• BEMp IMJ AMJ) tC— ` r• A -0 SL t341.67 \ mu•-:122-1/J•BENp (MJ AMJ),�' `-\ t�• A r 1 \ d t3d3-J� N (o u � � nOOOOo Q� JO, � m r � m « U Iy � 1 I TI ' YJ Ic N I 4 rm, OU, 't ` R Ln ' 2 40 \ V, cs n3s se`1*R .M•M n &'a AIRY r )FrV ✓n.•y N >. 24•*l PA M,pge" 4r(f %j IG 47. .5.gw" n O I N pp� 2fl TEE IMS.iRMJ) e./ g*CJTE mOP n 4 C� qµ-/E IMJ; MII at%Dt RtfrpE pt/L'� 1�1 yiA 17.9�C�W�✓E 36 Si 1 ,YRusf-', ,S elax t,,•e�.al m C WTWLVE BOA >E it Z�tCA s..at E�S11NO 1AAM r E GUT L RNO III 1 f 1 ` S e` �N / n m / �(WX m v JIW � F•Apl. t I IT) alIX V I 3" 13, ai m _ 71 I- N T y i •.l/� cn to N � T w STA 155 •'. ��_ /�/����-0 CA/E VA VE l M.11 V/IiH 7 VAULT V/ fTA ;,. 6YP4sS ASSEMJILY IN CON[ I I � STA '532.34 1� i (E'IGAi TEE IMJ.F(.) E VALVE {FLXMJ) 11-Ir c I TEE l M.I XFL) ✓ C I VALVE BOX Ir GATE A1LVE(FL•MJ) _ VMVO FIRE MYWiANT(W) COREY TYPE r I ✓RIVE 00X I SHACRLE ROD t GUAPD POS IS w c I PLUG (MJ) 10 CY COMIC CLASS C (/Pr F PAtcln.q r.M1li�q PM .ftt) _--IRFMOVE 6 Hf-SET WM I�A j /IP[lYfj$A vN 11•Rpf Er jNO FME h'MANT lit I 1 � _ I ��V)MNECT E'n5Y'Ki NM y i p < I a o Z. M r i d T23N R.5E WM. q Dli l}1 r•P GGG ,ip6 �>{� s� . a� •'\ T 4u � ��il bbb .Ov ° OP Wa \ 1520 REMG.E EX STIN(, TEMK RARY - °—"- --u. �_ A• 1 •.�C> CONNECTION & 1?_ VALYF wM(?) u a wMP T- W l xa BEGINNING OF US-0717( 2 9EGINN'NG OF PROJE'-T S A. 1 1T. - D1P 24.45 ) �4 go 0 3 ABBREY-ATIONS .,*go ;$ wLLx NJ STL Sl¢al >s mwC xi.aw AC QAQsD¢sto C rot¢ l.alt I'.On H aF' _hE •CWC� mJW nOJ M,t M¢"mcal Jomt F is T1yM¢nca Jo,nt u,, ..N� o . w-. Fongz� era�� a_a> .'wu PF Pbn E' �' MVO M,mmjm Vale¢ Op¢nin@ LL¢CY•N n N 1 F n¢ar F¢¢t WM Water M¢t¢r m Fvn,511W Gran} A-�Ti SR 169 RA:-Las 10 AV 'ALF tRIM TO JCT.SR 405 • TYPICAL UTILITY TRENCH OETAp, t+ C STA. "" 10 TO"^ n 19 H — UTILITY PLAINS WATER 01PE JSTING J D7M1lf>www.•1 ? STATION F ':A.TYPE CLASS JOtt'1T-TyCe fo CONSTRUCTION CENTERLINE i�•.�b _ t6t1.50 Rt W t023_00 Rt "�4j - :�'. -? T. �+ • .J, \ i+ FR�Z 0__00 U_lo_cR-t_ 0.99 tt 3'S_ �, p.l. 2 T.J. r SCALE H FEET FR-1 8.99 Lt.10 FR-1 9.60 Lt. Ky F -1 9.60 Lt to FR-t 9.60 Lt� AO �a, 4 Y, • 0 60 too FR-1 9.60 Lt tD 1^t8.OT tY RnAPP'N' .. 6 Q ♦� • ��-_M Rt,t0 •5.9.00 RL � M2 "'�"�O " r•T _ - - _._ -- ..__ -__ 20 o 52 i�� 1 8'n 60 �IN.SHED SHOULDER p5 ROCK FALL DITCH PROFILE` --- 50 5 �i ^cr�l Line at 3ti �� I T � A i •.E r5� popi� a1�1 1 .::.- �-._ -__ -_.... _ __-_-__._. _._ � • � __ � Ott _ 'CONTINUED FROM I He ET 26 k c 8 9I n 5 5 c,N 11,U74 in =� v-,w uo I 50 toW ;+); .g Q 50 i45 tY< ED BY '{ _ 44 4 R 45 FACE --� , 40 ©E�,24 W40 135sP 35 , j :23.141 L ® STORM SEWER 10 BE --111,157RL-TLD AFT£ NEW 12' WAER LINE 1 "� -`-R•ICt --- - j SR 169 W 24 43 TO AV 21k HALE BRIDGE TO JCT.SR 4W iwa town 1 . DRAINAGE PRCFiLES f4' _1 6 4 ����+ov.new yi�Y[pWnbl 7 UMI�11 O�M�n n ; 2 ♦ �; 4YrYl Mf�H 4t0� • I�1 9 0 9AJ a t � t w aw 27 s S2 1� Y1 5 I I .. , (.. . 7..e,. d, ..ldl.r 1.� ,. . . 1.., r LL,a .., .W. '.l ' ..i 1' . ' i i ; 'T�a TESLMINAt �t afTAltS y i —i i'l WINt DEAM _ � a i —z— 2"d WtNDBEAM C Y ! t I A- I II STRAP COW WINDEEAM t� C I:��T Sawa. _ � » TO WINVIKAId � -li L 'i-- --9 -U• �--'' `'ll t -� I i 3 STRAPS PER I � ,si � ,C �,� - source � i I I I '0 � "`.u:..`'. GOr r DsuY:r A.4...t+ 4-v 4• r..y i I rLE TIG c 2'10 Goo wN c.......,,.. '.Ci'ID TIGHT CCNCUF � 9'y' 1''fq RIGID CONCU"' O ZEE -BAR !«..:y. Pn.vA.• r:wn,�.oi.t A star+, TF.w..'. •.w...�.. Ar�sw.�IJ r TYPE N TYPf G ....,._ ,.•...,• L_ i..•. .i .w }_nr L-+.. C� INTr ZEE E am JJ C. il"Ifsysn� 1 t r — :.•.w�u, ---- - i I — � SeI,T AdrxasmAvz31>t 3 ZEE-BAR -� 1 HALF SaIDG'TO KT.SR 405 &CN LIWING DETAIL ♦4 N• ,.....A.l sn 2tW,A-.:r.. ly .,, . Af'/ w.w..•� �w,a�r sat a� W.Ne..+, ., pe• sN G.1 a.sAr.oeeabar iG: 52 • f2 saa a i Sr fl R i M�t�e Lpp tOd S,uM tn[ Lf TT;R I 45E $E♦f+ __... Np STa i10.1 OC9LPPlIp.� f�IL eeTRl 'yKI.t • I' •0 _ FLTT 4' fRF f Ftty 1.' CMDROS cl4Rt CR M[L Ccf M C4t abE • {,5.ar eaa . ..- , - by Rt�c 9 t •. � 12 ... I IA.j cote D.ec�.<ne S:c rode p '— I ❑ y-- .� -.-- '- —_. __. ,3 ~ C 1 jjll _ 5 � .:..o+,.�ciuei wtuoRt�.NwrN err�Pbawut vwr• ...w fn..� .. euaeawM Sv Trr�Fe wra!b raavra+w+ �-- _.__ i arlRlb Mr 6-il.l.'CWC{YH upr coot n!R111FYm waT "'NOA NNVP C.O,e11 I � 2 ,e r a~E 4O L YOLTAGE TO W nfwrco cw D( r. i A _ _... .-. TYPE .� 1 Sk 159 ry 24,45 TO Sv 25JS HALF KT.a 406 o + � 51GNrN6 :rCTl,ll! v �I _4~'i r,0.. wa++rrrrn s.aw PeTrrwev(M1r�r h I ^r I 1 rsavrrrr s«roR..n ; I I /� w+lrw orr.rsreN < MOfi,I ..•... a...r i CANTILEVER SIGN STRUCTURE NO 1 `x': , _ ., • STA 1522.5C Rt t � �• a ' T h ..__ Tew1Y.,� ff�r 5! s 52 P.m r t i MIN., r k n a N I t ur6 ±w• OucW«m t :anwelov n:1 J{j 00]Ap t f M l0 A IOw' • M ntM1:. M 1'j' iE W lu /Il N I � It 99rr a arvnaea 4a wee ! tna n.o.°ox i tr°.r�� .° _d Is &sroeg uxae a co r a;y.u.ea Epnx tl • TAw'aG Sb 51` '-vrv,• F ryf l 1YlUQi(t T �frg ��. I ` EIL•t 'av W a v �n•..m S iLtseu hu —__ 't`' - _.,r byt j0 9•upe steer �1 S:eN.sa,.t 4.n.�5axcaa :mvsuci.... %Ir 00 SRttt fI �a..vw'e Hur 20 ivf K*P DETAIL LZ LUMINAIRE NUMBEnING -'UNCTION BOX TO LUIfwAIRE POLE CONNECTION DETAIL i I <I+ W ra i 1 1 S S S:.ers 1. r- Goer M1x Srr ue rr u.,. ,vav,or .`tiers>-,l DETAIL Li TYPICAL CAVI- POLE I WIRINu SCHEDULE SIZE ttC:r tip - -w — 9 1'00 NR 169 MN sau ro w lb., —. — HALF I NIDGF TO Ki.M MS ILLUMINATION DETAILS __ w+wwwlex mw rsaw.t mw��r I ^ �swwf,wa>waton � Y 1 • `\7 •�.... ...�.. 1 ' [rw•wwo s.fever r as• r� h ! f SO 5j tw j t N/i/ IwiOsl fy JI IN s�wllf !7/r�.nw/aw NR M.r<'rl MP Ls.. Sff/lo �eeS.lvr/r I � o , m 25 + V P y C > A Ul Rom'! ��� 'i� ? m)flr�p to w trmovfG I I � i I jig! qqa � 4 4� a v>Ioc R ss / 3 is o n m u�'� vo WOW @I Ln LYI s � rt M-1 WNW NOW } , � � r e ti M.J T%,4T Te f1 z � i . / j . T i. 3 YuBmm . I�_ I '{L A is nlia Al Ir r r- e- Im ', Nski • � ssim mmso o. x'� mAGI 0 r! yy�1 T r a ie Jr * C S O p ' CL s 23 N. R.;5 EY' M. ,• M 15^40 tm4lrQO se OPIiK V sauce PS 5 P l- vaWt:ssrv,ce corceclgr r. rey,.a, M "o's^9 adKat ,apt b tr rraee � _t r.� 1 ------ _ __ - --� - - SR 16 ' vole are ca�Wctoq —� L� __ _ t 4n D' � yy ❑❑ 1 J � 2,, £ � 6 K BEGINNING OF US -C?17( 2 BEGINNING OF PROJECT) Six Its, MP 2445 m T.r.w. �,,.:•. e i BREAKER SCHEDULE t<s* Qar Atsv, � Rw :iRct,T - BREMER ONTA[1C,R ,•. T-n•._ 11 EXternA �...meyt:en wnn n_ .at•. amps 2) L.♦%r s.w C.ea B 7? S.e IIYy,lafpN sDac stwet for A IUMINAIRE SCHEDULE <aeNtrve- sqn +o antrea 50 60 st,4; Pav1 t ow N9rw-'4n*anent S S C so 60 MAST P$T FROM for carN,Nver y-A; R'I ,� LM14AI a14f1ON CIRC:sT ARM �T.fTEDGE .et;W YyIA Son StnK.hvw" .S 5` 4tta<t1 tyM a SrsYe caunet anp meter rase a! latA EX5' SERVICE 6 BAE 4XERS sate U cMN11lvK s7r, p A, odor! iMMiel Kt'Y 35 t5t3.46 L B 8 contra at tp f Pae Sao 22fi4 C.B R,A - 37 15"-7 L P I +'lym 'PMrWfMf 59116 Li 39 1517 •95 B I 6� see IV.,4, M0.1 B u �~IW, C~ 6 conOcter m common 41 152C•22 L B .3 1522-45 . B_ roast rms f 9rs 10 De mtatee as Dart St9r S'P J 23 Ce s.y matt s+x aM siaMare �tc�ty 'mcn 34 1512 . 8 R A or s� Sn Ste ar •-23.Egeu,pw maayee , ...a a mast a Ne Iurnave pay. 1� arm sNa{ nyry. tr ire pan to 38 1516.7D R ♦ r0p SN TAB 40 1519.01 R A --------Esnt 42 1521 .27 R A B i i I 51169 MP 2445 �O IAP 3S.N `' MAL;BRIDCE TU 1L7 SA 405 6 � I wn,NirH to pro vE- lYDe m d vte c.tair .y'.f dntr.bvtlm a RM c'Otavti - MN9a a11'Od( tYMAX 400w. sCMu+,vap,r yrnnpnra, to Oe .mta w"'"ae Esx•e Rv,�.ed a,ell �c mir acre Peas. vraaner,d,wt L' w ti 4w 4V mcwnr,q Mkt w, ctarlenm! to "m,urtee oo .__tarbva R. 0vertwa ,5 5 ILLUMINATt" ANO "A-t16 PLAN sT strarture See Spew. Pro,, ,l St-.0 fa yr,ron 3 u u ssen.ieaaaea�w•-�Y EaBtvq u,rwlot et1lta� gun..ne:r< roe to M rlmovle 2 rc Datnee wl 40 V f PYrt w P 1a1s�e omae • awasA tvarrl•lss 1 avwt4)n beR IAa pu' Bats ma,lM \ „m t� YO is to m. .n CONSTRUCTN CENTERLINE SHOWN cowre a IO 4 SCALE M FEET �N 'a Sta '523.81 d+57U•42 a{ SIGN MANGER DE'AIL +�..,•,.. . is. • i = ! . . 10 W"W'1 L g_0717(2) he or `- SIGN SIGN TYPE LOCATION SIGN SIZE LE+tER Sl�f POST POST POST LENGTH POST NO. (DESCRIPTION) (STATION NC } X Y Y UC LC CAPS MATERIAL SIZE HI H2 H3 H4 CLEARANCE 10 n�FT 0^ 6^ 5' S.1.0 REMARKS OD �. x 4 1 q ------�_ ^ i_ I_I.V,IT 9;1 44,44 30. 6" r} TWO W.4 g —Oa r^ 6a .. }' -1).1. RA-^Y dC SICIL• i.. TWOWA n fin TWO !Jk 1 4" ion 6" 0'TE ISTD ti.. 9 ti _ `IN ,on )TE i ST — MINT ON ARM nc . }.tl, err 67 301, 116, q1 STD- WOOD 4 x 4 10STO , ^i ^ „ NOTES: POST HEIGHTS SHOWN ARE AP►ROXIMATE, FINAL VALUES SHALL BE (DETERMINED :`7 THE FIELD PRIOR TO FABRICATION. FOR STRUCTURE DETAILS SEE STANDARD SHEET G-13a, b AND G-14. 1 . SEE SIGN RANGER DETAIL SIIFF.T 47 FOR MOUNTING DETAILS . SR 169 MP 24.45 TO MP 25.18 2. THE CONTRACTOR HAY, AT HIS OPTION, ATTArH SIGNS UP TO HALF BRIDGE TO 'fT. SR 405 16 SQUARE: FEET TO LU41NAIRE POLES BY MEANS OF STAINLESS STEEL STRAPPING AND BRACKETS, SUCH AS BANDIT OR EQUAL. 11Nocwu^ STRAPS A BRACKETS SHALL BE IN ACCORDANCE WITH THE MANUrACTURERS •AMiOGny,..ATI« Al:onn Wn RECOMMENDATIONS. a w°^nW"* 1. •." NtlA.g41AYY1 WiV'•iNifl"O" "O�AA9 FY[nL" ... OCTODIR 26, i97.3 r F a1 t r I _ - .1.blt-AI.+NrV»YB1�wAru}Nl♦3)Slre�1 _. H-Aa r1[ A. V.Y.teM IO. J•A._,. ,a'0.•y'..y '--- �.Ar ti d ln.f/ww9l j 1 �._v.Jv i..I+wN rN! M�•^.r••�M♦s"s+e /.t,�M1I M I+eN �++trr-'y,•+•�N �'``N.A9TN A-GJ'J:6+.eY fO ��� �� .. 4 afMw•r.N.e t..r ew/n,.J..th,wf Mw Iw/OVI �l I Mh..•.. •.. ... i _ T.Ta10. r-Y•Ar lrnrrnl»++.e7' r.+w•sis,r .ec ^ - �` . 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PROFILE GRADE-SR /69 APPROXIMATE QUAMT/Tlf5 aYi.n�f�^-AR s fJre f..vvelen CKu A (wy Siw furn�a hry pV Qvr.n' T M-1aI PrKa I OMy Furn ah rq RT!}^Pr [C.+ese }pp qF1 y.r,ng n,n6a-RKa(crie,oM neete)hel YOnry oLbx^}h ca„G ago ee.Yn „ GMrN 6ac4lrNM iY1:s }aO.L YK ti x � ; f.}if9.2W,r/f•�:fn,,rewi nre •{'.{'.e' -, V aft IDU•S]i}(a2-41) �✓ IDI'4r ofi 5Rrfi I,. : O- j tw�M lK ed 2Y. i 11'vC -Ida of YVY• -1 -tD/Gf S*169 FM 26 i53OG7331/ :'J. yDOx fine!8e1 Wlr _ ve.f srai N1W MIDOF TC PCT Sl 405 .rcer -_ 1--_-_ _•_-- -_-- __ garb _vfFa LAYOUT • M I (NII/dS• mA1iW' 1: !1 .! liUt .. . � f f.• a n/wwfee s.aw`wGs:Ro CYOYPV I f.eenJ.G..1+nr[e,c n9 't'.sl 0/alN. Y.iF'M.1 � ' 1 _ � qir viN-U SM 12I'0'•IN-0' � .j � aslw.Yli4e1a4 L — a EL E'✓ATIOH ti A _ Tit i IT, 'PE sin I ( ffi 4 5 19v t 33' 55.- i t L _ J of wn - 1 r a ;L BAR " - STEEL HANDRAIL DETAIL .-'OlP N wY � set eur a we wr, r�a• aa- 40 9 tt4 la e"P.Y 'O a'1 ` Y 4 8AR aan�yy_ _` e tt0' :'v4 ae0.c. t 111p'M'n-4•.2 N6. J \�` •�VL - SC Ai"�'�.•]C^3.1P •1 � •+^- _ c tom' b4• i p � 41� - iI 1, _ 1• { Bs surd 9d•'� � SR 169 A1►N.45 TO MP 25.q - HALF MIDGE TO JCi.s^403 SECT ewo Cw T ELEVATION -- L WALL DETAL5 w4ltMs[en tun wun.4r carsc-ax x+4enrrt n 4wwLn REINFORCED CONCRETE RETAINING WALL ;--iN CANTILEVER L 1 YPE N0. 2 rr 41 s 52 fw i