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' • '14,4,,,.14. ,•-.- • • -:•-"1.7..7•1:-' ..;•'•;1••:--:-:-:--.': :.. --1,r:, •:••••- -•:• '.;.- •'..'':- :- i V;i:t. '.1 V • 1 • 21 .--itly. g • ' I ':'!'' II jjr 5.1 77.1'-',0. 0,'3'.f; I', 1 Z. • • 1. '1 10 FRAY!NUS s!".•=1:AME' - P-AmAL AZ41- ......, vt ! - 3 CAM(mULCH • .. kr .• —:5E:u•A•TO Fonr• --••••'1•--,',:" le4 :,..:;:;:,4: •OOL.P...i-ploS SAttifRibA '...) . . • - ...-.- rgumi3one3rni r•L frY Se OT . lir . _ . onyreem -, -:;•,,-4INS,, 1 . :e S S INV.38.06) 1. I _,1 'j',..<) -1.1n;=_: •.• '472 :FIN4.----i.-IACKVFHILS.,640AD:. - . ''''-(10-E IIV.36 Si i ''. r.'•,,2.09-.1 ,, i MIXTin: . - ._ •:,.5.•,--..EIECEIVEU -1;...T,r!`"-`.`"` •` • - ••• • -,..-• •I.:: 1-, I , : • ' • ,m Ji • ,,. 1 I /—pcorBA-1—,ii .I 1 .''.1 -„ CITY OF RENTON- ,1 EX:STING BUILEING .:. 1 DC AAAAA CANT Or PU•LIC WORK/ V., i :• :i .,.. , SHRUB PLANTING DETAIL CITY PARKING LOT . i . ! MAIN AVE. S •. , , I I . ...,...____ . . 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AS. 84 rep i 1 j , I1 E BLAME ASf+ t I 29 f-sH(JDODLNDKON°GLI :/\mil H' -- 3_01'3(Z ACJ • F.:4U, A ELL..'ul_D_Q � I° I?{-IOLbOENDR01•1 • - _f: : =K;`:=": „• :__1 -, "/A: ... ___.. _ _ F_ }U u?r 1 1/Cb �%�I� � r_',;'.- 'L : q.Za I z a:: 0 i$ ,,,,,- i itbo 1 # . ,R` I 0 I, S3; j r 3 1 I F !.1 O U K'=Nr o of p( /�1f MW • i' _ _ _ _ _ ,.._.. I � ! -::t 8 C NU5 L. OTi L Y ODO.\EL17A�= H' i I, I 11 5 1, r.:_ s -- r - �(�1 3 /j `J �'� /1-[, 7 H — - .1,,.0 . :.k'9T�_:.._ . . - •1 -� ,,�" 'I Ol" O LUYKEN LAUREL l" UJ G PRUNU I 1 j° _:. S., 'r ,i ,. Ti•«- -- 12 GA, GAL'%. GUY WIRE 5 OTTO LUYKEN' 1 fi,.. .J,�"; u ., ( i • �JELP 6CCKINO Ne•�.. 0 _ADZ_' �1 $ / .. �.ECURE l'O TR F IV OT7 _U :C=\ !' r n--- /' I 4 t ''; I I/z 1' RU 6 E (J P, (� K E I' = -.'nt.rr , Ce.u3 r,t _ j • 1 II 7 e _1= 1 I :T 6tii I •! I 1 C RI "x2'o" 8'FIfC, . 5 n IAA b DR N DELCv 44 PRUNUS `OTTO LUYKEN'..: _ -- Y i ' MIIy, 3" BARK MULCH? I OfTO LUYKEN _AUR°L `"`` 11 3 , =,, • L',� PRONU5 •L.'OTTO I UYKFN` REN�v1 C'JUfLilf' finr .. '0 .%'(KEN LA'JP._L i TOE 2� 5 1/riONJG T j +'1 1 :..� A —� 'P - -_—: �` •-1—�� _ Ill II _ CORM 7J FORM . '$ f j I i �• �41 .E' - ._ g .,.•. - .+ - • -.lS�yp� v. m .-. ��II— :i WA -k �A1N. I Ilk -- - __ '- - -1.9 -1 J ' 4 I HOC ELIZA ETH' _ i 1' r`.` .::=::s :'1,•:O_.•.;r- a-eoz , '. /f �a� Z MIGXTL)Re.,� r: _ ;., ,rooT, I . f �t..f1! I "'I�-' I 1 _- _ - ��__ I I _ - i, i';'�- - - - - -;PLUG EXIST.10•SD THEN• - �. _ f I - ___ I` t� "� ASSE._ELY ci /•�C� _ of.. _ _ _ _ - _ �� !� L - _ - - 'E1-.• T_ _ ,, -µ.INSTALL NEW IG`SD _ �' II I i, 2 TIT) \'OA!, ' _I - - : - —� II I' .1_ r SONG O� I-lAN�� . • ST0F. ST. 1 II ez� - 'it i . . �� I ' '21' LARCcE'Z FIRMD TOP ., _ .Y:__5:..•••-.• -,,_ S..Rit, M.H. I J'v TEL ,. '��,>6 w C.S.«2 '� { 1117-IAN ROo-r"rbAL . I AULT '-a O5 STA.0 7b.5 0' S 13% ti 411 1 ! "; �E"TREE( OT sF ' 8 N INV. 71 � - - _ k_�, o -•'- �';-' ,� 'I 1 _ e'S INV. 38.Gl _. - _ _. 444 iiii-�7 - R'MOVF�.'� I �.---3S PRUNUS 'OTTO L'J'(KEN _ i °- o.� yl. ;I ��!� 1 42 Prt)NU5 L.'OTTO LUYK��1� TREE PLANTING DETAIL '_ <OTTO )_uYKEN. LAUREL. ''•,• +fi 1' Imo- _ 1 ��'' i • • i OTfO- LUYKEN LAUREL c £ nI iy.?I_ ` i A TREE ,1VI .�er4) _ r l O _ ; OQ0 4 ••: --• 7 PHOnn' ELIzA6ETH I. .i.. -•�, uo '� 14^ I..,' S..53' i e��.. I 4 RHOG LIZASE H = - --" _ __ EX15T 4'..kN �6'SJ'_" '• sT � _ _ --,....-1-.:.'' � _ �:�� TOP S • 4t.12 .- L 1 . �v%•.-.., {-s 0 IO"E. INV: 36.2 --�� a( I o,�. •J;}'' // �.D r_ I `�'.qi�i T °' ":. 1 _ - _ D. .. - - - _ __ 8" K.N. 35.C; /: a ( - l,:y' •i �!C _ 11 II - : -- - 8" SINV-34351 t •I •• I N3 ,_? �'j,,%!.4r E .,'t IST'..0-tc g ,".b. -��. -'_�.'= I �`-'` o. •'L ''.; 3 ��KK MULCH _ - _ i i •1 I ;> -`. > ..♦ le 0 4a.S '� �! 10 rR.4XINUS • LAM=� _ ,,,� ��:%. I x !u �_.•- `fi t NW V.3 r > E r_a� �c — ['BERM/' -ro FORw- _.. EX15•.STORM 1d,N. i @Ii I' �...d._.� X i�' h• ..38 40 - 41.5 .,a: - /� A J/ /�' CE l ,a _, ' ( L WATER A�l1\I, TOP 41.17 / SI I - 1f I:ii- _ . 8"E INi'.38.40 :00'rt a'Pt�E SDC;•`. O=U:.: I- 6'c INV 38.07'✓ I I •,› i 6 SE INV. 38.061 -, _ ^7�^ v1 #�$=a,Ezi I 1i �' it . Ic 4 7 _Tr-a:07 '_C ai55 2011. Y,, I t I =1111�r.f-• \'r_11h II -FIN 5 ItAD�, PIANNINGDMSION n" ,NV. _-g. 1 Si `..-::._ - =3I f v_c= alas 1 ,! Ir I 1l I N,�o � COY OFRENTON 12 1St•- 7.7.8E1 - —ice'. Z! /"sec It:V. 38.Ga1 j ,- .I` — • - — --` -'- , _ ¢ I 3ACKFILL SOIL D.VAN 3 0 9 �IC"E NY 36.25 .?>•, 52.09-11 li I rl V �� D • ,,,_,, ,., _. _ [TP__•:,-.,- I '.x I r n MIXTURE, n 22 (l (� M 2 ; Lj o t�'\'Q\� \\:\" :\:\\-: \':\`.\\�'\\\\\� I i �- J L LS ll7 LS Y/ 6 • ____`"c 1 (DINE oaf HAND 1- � \ S j 12"EAR( __ IRM=D NToP 501L. - (! Ei I i! ii1 ( C' i 11 E\ EXISTING SUILD'E_'G j FZGY�TrjLsLli I 'Ili ( t CITY OF RENTON' j i i (\` p i DEPARTMENT OF PUBLIC WORKS R t i SHRUB PLANTING DETAIL CITY PARKING LOT 1 I I - �, I I DESIGNED BC As)MAIN AVE.DATELEFIS ND 1 E « DRAWN BCA.1.l 1,,,,• SCAT F I°'=ZO' Fo.o �I �oo.� *S�—CHECKED .M, �� , NO. REVISION DV AI P'R.I DATE APPROVED SHEET OF_ • -r:METRO Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle,WA 98104-1598 January 9, 1988 PLANNING DMSION C11Y Of RENTON DJANId 1109 Environmental Review Committee n„ c/o Donald K. Erickson ECE1 VED Zoning Administrator Planning Department 200 Mill Avenue South Renton, Washington 98055 Determination of Non-Significance File No. : ECF-112-88 City of Renton Dear Environmental Review Committee: Metro staff has reviewed this proposal and anticipates no significant impacts to its wastewater facilities or public transportation services. Thank you for the opportunity to review and comment. Sincerely, \idLDa-Te-n Gregory M. Bus , Manager Environmental Planning Division GMB:wsg PRELIMINARY STUDY CIVIC CENTER MASTER PLAN C 0 ON • , H. WENDELL MOUNCE, AAA & ASSOCIATES ' ='• PROGRAMMING ARCHITECTURE PLANNING INTERIORS TABLE DI CONTENTS INTRODUCTION ESTIMATED PERSONNEL AND .SPACE NEEDS SUMMARY ESTIMATED SPACE AND PARKING NEEDS SITE OPTIONS POTENTIAL SITES FOR EXPANSION: - Site Option 1: Partial Closure of Mill Street - Site Option 2: Full Closure of Mill Street - Site Option 3: Partial Closure of Main Street PARKING OPTIONS - Parking Options: Existing - Parking Option: 1.1 350-400 Cars - With Existing Parking - Parking Option: 1 .2 350-400 Cars - 100% Surface Parking - Parking Option: 1.3 350-400 Cars - 1 New Parking Structure - Parking Option: 2 950-1000 Cars - 100% Surface Parking - Parking Option: 3 .1 950-1000 Cars - Underground Parking - . 1 New Parking Structure - Parking Option: 3 .2 950-1000 Cars - Underground Parking 100% Structured Parking BUILDING OPTIONS - Building Option 1: New Police Facility off-site - Building Option 2: Police/Court Facility - on Houser Way - Building Option 3 : Police/Court Facility - South of Bronson Way - Building Option 4 .1: Police/Court Facility - North of Bronson Way - Building Option 4.2 : Police Facility North of Bronson Way - Court Building South of Bronson Way OPEN SPACE CONCEPTS - Public Open Space Concepts: Existing - Public Open Space Concepts 1: Building Option 1 - Public Open Space Concepts 2/3: Building Option 2 - Building Option 3 - Public Open Space Concepts 4: Building Option 4.1 - Building Option 4 .2 CONCEPTUAL MASTER PLAN OPTIONS - Scheme "A" - Scheme "B" - Scheme "Cu - Scheme "D" - Scheme "E" PROJECT PHASING - Example Phasing Plan - Section Through City Hall - Showing Phasing PROJECT SCHEDULING EXISTING CITY HALL BUILDING CONDITIONS INTRODUCTION This study presents the preliminary City of Renton Civic Center Master Plan. The Master Plan presents a broad overview of the considerations to assist in determining the location of a new Renton Police & Municipal Court Facility and to plan the overall development of a significant Civic Center. The Study is intended to be a work book to elicit comments and direction from the City of Renton staff and the City Council . The studies are only conceptual and should not be regarded as concrete solutions. A variety of solutions are indicated showing a number of concepts. When reviewing a particular study, the reviewer should not discount a particular solution even though there may only be one idea in the concept that is valid. All valid ideas should be noted so that they may possibly be incorporated into a final solution. The Civic Center Masterplan reviews the issues of a Masterplan at several levels; from the effect on the immediate neighbourhood to estimated costs for the individual facilities. The Masterplan reviews the Civic Center development for use to the year 2002 . Neighbourhood issues which will be reviewed include property needs and closure of local streets. Site requirement issues will be analysed through estimates for space for the new Police/ Court Facility and required parking for the entire Civic Center. Site organization will be reviewed with issues such as development of open space and development of pedestrian vistas through the site. Finally, the Study will review the requirements of what will need to be constructed and/or renovated, and presents an example phasing schedule. l'+61. I5 'teal s Exist.Gruss Projected Exist. Exist. Area p Gloss Staff Net Gross 350/Staff Staff Area B Atea Area (1.60) 441(31 350/Staff 1. 1Ai01': vFF10Eiuiii bUUIICIL iz 23uil :.:12 4200 15 5250 — _ II. BUILDING 6 [LINING 2014 2900 4900 '' tit R Building 11 14 4900 —' `" u Zoning 3 10 3500 III. FINANCE 7126 102s1 9100 12950 = Administration ri 3 • 9 0 City Clerk 5 1 4 c Put chasing 3 4 c Utility Accounts 7 11 Fund Accounts 4 F•udaet — Data Processing 7. 4 IV. FIRE PREVENTION 1215 1750 2800 11 3850 V. HEARING EXAMINER 3a 503 700 700 m Vi. PARS & RECREATION 1(1) 4900 4550 N Adminith arien S 5 a _ " Housing 6 Community Bevel. 5 11.1 • o `° ' Recreation 1 1 a tn VI Facilities 1 1 Pail operaions I I E.d VII. PERSONNEL 4 toms 1535 1400 6 2100 in • - - m • .-=s .111. POLICY BEVFI/'PHFNI n 1050 1524 2100 10 3500 0 IX. PUBLIC HURLS 5798 8149 16100 23600 77 — , Administration 4 4 Y 6 Survey 14 24 Engineering 4 4 m o M o= Design Utilities 11 N Traffic Engineering 11 14 W o. 0 Field Haintenaru e 5 1 m 2 A. COUNCIL CHAMBER/Cc'UFERENCE 4580 6595 41(2) *4(2) 2 L. Imo m • o XI. 7TH FLuiiR ItEC11. [VIJIE'. r tr44(4) Pro Rite 0 city hall Snare iiI x 5800 = 40611 93 n (I) SUBTOTALti 132 2550n 40799 46200 IAn 65100 _^ P^ NSF 6SF 6SF 6SF Renovation and Vertical 1.) m Circulation factor 6930 9765 m 2 (.15 x Subtotal) 15) 2 m 1 o 1 A l 40789(6) 53130 74065 m 0 GSF 6SF 6SF ESTIMATED PERSONNEL & SPACE NEEDS RENTON POLICE/COURT FACILITY 1986 15 years Capacity Required Capacity Projected Area Area IL • 1 I. POLICE DEPARTMENT Police Operation 89 Staff 17,000 214 Staff 42,000 Jail 30 Beds 12,000 40 Beds 16,000 II. COURT Courtrooms - - - - 275 Audience 8,075 Court Staff 11 Staff 3,850 21 Staff 7,350 TOTA L. 32,850 73,425 A. PRELIMINARY STUDY CIVIC CENTER MASTER PLAN CITY OF RENTON SUMMARY REVISED 7/22/87 ESTIMATED SPACE AND PARKING NEEDS BUILDING NEEDS City Hall 74,865 G. S.F.* Police and Court . Police Administration 42,000 . Jail 16 ,000 . Court 15 ,425 TOTAL 73 ,425 TOTAL BUILDING NEED 148,290 G. S.F. PARKING NEEDS City Hall . Official 45 . Employee 180 . Visitor 20 . Library 85 330 Police and Court . Patrol/Official (includes motorcycles @ 1/2) 152 . Police Employee 120 . Court Employee 21 . Police Visitor 10 . Court Visitor 250 553 TOTAL 886 *G.S.F. = Gross Square Feet TCYT/ L AREAS: 5.�/ftiv�es �"1P exIST!NG 22 11 25 0/5.05 JO4 S nv SXISTINGt pLoTi'= n7D1CoSO/o.4'2. P,NRK N t PLoT 'i'= a37,130/7.74 +PLOT '2'. 3601,43o/5,50 / / 1-PLOT '4'0 4O3,5Co0/D.'I.Co +PLOT °5v 4e 3,b70/11.34 N,A, i PLOT'4` +PLOT' '= 54-3,87O/12.4 , ah.=+2,150 An \ , o.� Av� 7cs . N,A. Na Actuleplf,cry c-aw,,i4(AM/ PLOT'SA' /� S.A. 0n,wss�u0►s fah.%675,350 5t, `-'` / L5RAR1 h ACU5 .�Ir / ,� �� PLOT'IA' 0 PLOT '55 �' , o,A,=15,3<oO s F eos..,21, 1no 5.F 0.3d ar1c5 o,�oAW .' ' lb FLoT'lb' _ I cla �Gcpsost. 017y '�5TSOt1TtF b QGGACi1CS HALL C� G.A=144o05�� ___ . ........ 0.�3 h� TIRE EX157fN0 SIT STA. G2oE5 AT +;3�°� 5�0 e I PLo '2' ' HA, 6.A=oF�Ws 0 • ;- ti1U5 7 1 FENTON CIVIC CENTER • �� EX! �lT .._. POTENTL L 4I TE`-> C .. "` 1.o�` 0,4(o�^ AN"&k=sue ^o 5.r, IrC7R. XP�N._;(0ki 3 = ST SOUTH • ru.1.17._..t 1 PLOT 16'� -P1-0T '3' o lo0 wo 400FT. CaA,.50,000et 3.A,=57,6005.F 15 Jul'ii lN57 1.I5 AGu5 I.Z/��t ADVANTAGES e •avows fry f1-► i . d i 101;L of O�iQ ✓vytt�0� f�l•i111�1MUV1�'S JgaE� � PARVC �„ie /i / / . Ji �r� L,� Ry ie por-,-A&ted 4 At-AN�?c inVaco tel Tw441441 v M I IA c7I•. ` cm DiSADVAf4TASca 2_sr 60uTH ` `LL a M av vm viw f vtL• ��fi1 v Yv -11 'i ' aeet��.. �o � a vim/ FIRE 6TA. MU5 o 2 SITE OPTION PARTI,-.L CLOSURE e* /-- �'� ` MILL. ,)-1-REFT l/ 3:s�bT.OOUT'tt �c��" .\, 0 1Qo 2vo 4:*i ' 15 J In(4i 1987 AI7VANTAGS coo .Al law Uvvvi f wt#14LA PARK t.,Q 2 UMARY N cP ANT&So . I.o-v of Av►ect-Acee44 to 2"_°ic t; DANNEX 1�aGafic'i fovwF vrRw vW avH U vioam Mi N�i-, il Mii4 St, Ia • sT 6ouTH I CITY HALL —�.,i I . Iso/Atte..Git i HM4 fowl/ i—f _ ten, ne l�Uc1hn1 fitc3tAile4 4 FIRE i ,�n '° •w blll�sw,c�f, dlfi 1Gk wv1iC�S ETA. I I for Fvu. ft, covwiecthons ca,i be- 1 I -Iq h kuil with, Fmk( 1.1 bdwav' 22A/5nu or coor>IG I I I V 4 I L I SITE OPTION 2 1 �440 PULL CLO5U o f MILL 5TIREE i' 5 sT earns ----1 0 1,» wo i 4coFT. is khAl41 n57 PARK j i r___ Vag cafiG Mai W st-,.,_._i' I �r URY I `7 Ik •• ANt-1EX �IS,°,DUf4N�fi°�C7E�? f , se,.. ®rtio 1 awid I 4►A 5T eottTN Ctot n../ Dll "��v Rnu. wit1v di• a SomG l0=dv o�atGc`htti�i111 Wit��st't` �JDNCh PAi�. -in opho►vY orilow IG a N 3 u, . 2 SITE OPTION 3 1 ., PARTIAL CLOSURE °e ,yam MAIN STREET 3 , 5T c:cu�H 1 0 100 '200 400FT. • TsJwtn1 t9e"7 4 PARK -v F • �-1NEG •.. �'2C4. _ nr4 'l.�.J c tTy ,2„•�+? 1T1} liaLL. i r --c . ii - -\N. \NN-Vci*1/415'' 125 GAS II 21CARSI- 0 i 4, „ IP, z PARI<iNS oPTIoN Ex � 54 C F�R6 / -� E n�.IS?INC� PARKING, 5Tei UTN 0 140 qoe, 4c,ori. 15 Ju141 t9V7 • APVANTA ' . , C\ • Maxin ui a.-Mc. of £ q;t l JOPARK �Q • M iv/wri7,e a co i' r'w H aw coE+ kr lav,,i A�t41‘71f1Gvt, . Hem PaAki/vm Alm 4c...4,ka4e4 YJifYv Ot0t1hLtiyt�' PJV1�jWtC.. DI`>htcl"D(SNTAS5 /i> IIIIIIIP e No poi-GhHM fm 141G opo,t �JpA�, Ci►cAtedio nni Hem/ POv►kv►'1�/ IS �bCNvlo�foY►� t� �t .1t PL•'6'G UOOTH MALL _'_S FIRE 125WS r . tpt,ii4E.w.rioNi t25 CARE! 4,, in 4 PARKING ONION1 li 0 (L wv Pali +Gr F°c�i I-+tt1 ■ z att41 F.:5O-400 CANS "rl EXISTING PARKINS 6T,couTH 0 100 cloo 400rT, IS 13u4.1 ieDe7 aa400,, ADVANT,S 3 o� . N mw pot- �vt f-ei, p-►�►l�t iG P or44 ,7pA c� A r-� Phi RK °Qi w t • New iza, 314:44 cevv►, Irc 4101.4c44, l�,� ' ®►;h�►of ll,k. N5W SUFrA DI✓ADVAIJTA & S iAT KINS- . 51 GARS - • Pr�A/i-fio-viwt Wv►dt auiwi�it��rrw nc�wvual� i • !'t1614(.4o Ci0-ym-w ct a-W Go cm- Wwalved, 1 "" , ei iOl;it1 Off, `e va cARS ruvvoyAili rrw of e t v ,ANNEX 1avtkwtt\ Im oviAe or .41a� nI(,cms P/41414i fr.!, Ci I1111e-e11.2fil.= � r GIT l IIf Go v 1 V6,1 o L f1 O YV+ G ill 2•:5?sarn4 HALL. HAM 41 DMIoP>:N tT(ON • TGREEN AG 4 . 21 CNDID PARKINS O PTION ■JPW uGcG,E (NrwPol�c6/Gcrwtoc ,l~ Lo6,a,tcd. Of.5N-c) 44. 35O-400 CARS 100% Su� 4CE PARKINS J 0 l oo I0 400,T. ADV^NTASES • MA;Wif4%1 l4Ind A.uiwiriitiaw N.& Alta wwvt vwl-wwt. �� 4tb rvb NG a riw cp .roc �IAMd- F ..GA.P'N4td • riMiC wt� 511Mv'WtGr iGYIQC I .// �dkii o a,4 pa4 � fn. ntm Irii wit55G5 etivA v iv we Si ii i hoy 5 41.4 >rl ity r 46cmcs • DISADVANTAGeS AN►lEX ofj es, = • 5 N 10 ?l � �tfM ees IS CITY C._J 57 gotfii 14.44.1. • tfi41,ty, coYlSf-mc tia w cocr� NEW zOIT 1, vnWed, aS a. nc0,4tt',' of- nem, oFSN N �a�ll:w►� L,twtCtww New FIRE GREEN PARKING vTr, SPAcE 31.NO S A- /ffle C•re- 0 i PARKINS OPTION <Nem paw cc/Gowyr AU U Low,O ff•ca;tL) 550-400 CABS Nt, 1 NEW PATKNG STRUCTURE / :-', el;eour f 0 ioo ‘;co 400FT, 15 JH141 teo8J e ADVANTAGES � e M vvvi ww a{ cO5 fs WI f v1- +, ccy ,tvtw 'tiaw Mtoffi VC'to ,10t,le5 //1- (n,0ori avvi. nt i 0w its P bISADVANTASt. Act wt5itiovt.,e v% k�'►'�f7A 411 rvlAil ia�tiria Fot-OvtiA,,+itb - ` Re frr7T C�v� s cams, e5 LILY i t'ict- f �, �� , P {c fvv w �f- a ti OM tt� , 135 c„1Rg e, l®t br eaw►c4i 4iqul,,ed, ,i< / AwAe.x ochR /1444141� mow►. Giivl Ifat 1. , , a P®t'�i»#i d! fen, r-tAb 6o orw L_____Lii., : ` Cm/ �Pac� drt.�cd, a 5T SOUTH . HA • r- 11 ft5 • AvOITtON '/ ' SIRE 16b"' 156GhR5 ETA, S • ,4° N�,oUWowgy -'' (eT et. • --/ * SAkv\PLE LOCATION j"13:E2-LrSeE;RAL. I3L OTIO5 ,S — it 7 N z,1 . 0 1 PAR.KNO OPTION 2 DSO-1oOO CARS t-kt`' 100% SURFACE PARKINS 0 ix /200 4 or1. 16 J 4Lit1 19e7 A 'ANTASES 6 — t ritArdtw6 nowvld ra�kVvt • tANAe rtiat kvi, Pa/lk�v►1 citeaf $ . ,9 / adlcats t-o fitA ati�� af•CMtfial �uv uiv►t tA! �ubt�iDADAr tciii-2 iL�;- of Gvv :Fazes w h-i l ey mavvvi"GLVHiNA rfr%Rie- \ JOWLS Rya DAD vt� ry o d,1�Gt t� t>M� !o5c ax ln�x+ ® a�kw►q rt�tliG o�G�t hPAcG Drnhs� f�, p��t,�G �- ��v►��vniut��o�. aG12 tiavt�i l �iwl f aG,G tV dtL( frlM1 41Llio evt.L,i+G 60- i00 nc wired° • New ovtkiM tt'w+cA-144 kumic5 ' ''.> / G� �a� �AR� 4- re*C4 4ial�Gwulavvitii . 400 �• ,tLt,I �LOI,� if N4,Ga,ft7 l�tmdlG 3 CA �` 41Y` • LAMd, actiwiiitl Az141,e,Wv1f6 Law FA/A- M AtaVvtGe-d, P 0/1�'` 16 iPt• DISANDVANTAcs .41.I1 .,• � • LG1�V1G, ACl11tiOYl,rtG4ltii/teYl'iCNItS 1I,it (/ P`+RKlbt ® 1v1/1 Uf1v1 Vt t 6 Flo / tow to/215 0 , vvt oG, �l titM cC � ��rn� � lz� � 5 �fi Mill vt/uevwotei flovvv cini Hail . m - ‘ fRA, v�Y IwTI®tJ ' 1 . a , wtcnGAric,C ,r covtf tt u o h Uv. 14E/4 FIRE cogs f ul,pallcwl `tr-4e4cloppin►j FARKING 5t' . 1 Gwlt"LG11 p ln�b l•i c opal.cp p o cc 6tRUCT (2700W, I HMV Flow eel 3 I s,4.MPLe LcCii-.TON OF I * * s5veRAL, Ewa c7P-rtoll5 J I ' pahrw,iiAl fv-t- Lz - cov,v,cct;ov, lrclwu-n, P�I�I�ING oPTI�N _0:4 1 . # b-u�ldi,vtAs ��wt! A4 c. b�twctM�Glot�y. _ SS0- 1000 CARS a`j''16 P'��i 't Fitt UNGERS,SDUND PRKING �h� ' VJAtov J401444., level r, r;e, e, I NEW PARKING STRUCTURE �\\ 50....5T,SouTFt- ,} 0 1oo (too 400FL &off > apt; l pM 9 thm.ctw,c� P h tv miNvi n1 1#1444 Jo .p�L Aci�ritiow nci et'n&t5 • P �'P • / a fWv .cA, cenArioWvAhOW, o •` pm,1([41 wo id. Allow Mt oftj envn.plol fr rbtAovieArt f, to �Gt�1 WL,d Vl C-G{s OX VYi�i 1A rtEVy or 6viAtdtivyj ‘71fiv 5TRUcTURE / ,.,N„•. vQbRS DIShDV,NTAAES /� 1.1 I1 a f'a�►kiN16 5twic4vtn� yr , • "c El , ' -- * - . CITY \�mr Nm.i—Nome s.�► �momum=Nmm�moms t6 4„ MIL 9Alo - 1*AM Its I -_ PI t lt7eI�GlZ,'Jt4D 6rRwr, 2z4, P 7 M ON. 0 c ,,_1 ,--'- A. - 31V15 N•f1 1 raw �. i�.te; . ' 6�,\Pt_e t.�a°rtou or. '210 Al�f�E y' 5 V Ahi, oPTiOF4S ' O GAJ:s M Lave s: • ----_i I PA, KINS OPTION32 MUD, 1 if' 050-1000 CARS f I w. . uNDEr�st uND PARKINS Vir�cl,tti,ei 1O0?',5[I<UCTW5D PA -!<(I,,lr 0 ion. ,ln0 g00r1. i - \\ N ADVAHTA6E5 NNN e M v►114W WITAc r ovr c i f- e{14 6 PoI / tFa Sty) ac��aEs '� N �t � PARK NN0 i/ DIGADVANTAiES �� , ExiSh" ( 6441GFie1•1at GOTWIGC,hCrY15 Uttw oCir,1 HMI 4r Ponce./c4tmt- w,1 b+L w►-1)41/2 4, '1 \'/N •` UePAr' . pocf, k%ON a A$ avu1 isst,te ntimGIHe PO Kc. d hov► if c05f f-rrt,`�(ana A�`'�im°iitierA, sift develophicA1f"o'ti Co�5h�ucilov�, aNN�x 0uocues<N\NN7N:tcscNtsN \ . IA 1 GITY \ N\ a sT.soUTtT 7o • aiA( lT � VP. ,t 'tz e� FIRE •4 a• , erfAo iElsi 1?-rgtZTORE ",/ �Aw'i-e LooATIO °�r�vv P �f SeVEINL. ®PTIoiJe • # 3'.. ,.,/ __ L)UILDINC OPTION 4 NEW POLICE FAciuTy jb ��%,- D�f=°SITE �. et�ouTtt O 100 Zoo 400FT. t5�ulM me/ ADVaNTAee9 • exiqi4iii #lei ktwcen citti Hall Q°:4Z)1‘ 4 pwi, icowlt � �� t� w�A.wlfiGltiy)ea(�. PARK. t N j)-", / ®(SAD'VANTASES o Rezit4v►e4 Pai k4"vi1 fin,Police, wvovd4OOI414, wd!tl 4 ACV 'U .� lvw►�t PUbL+"c Fmk�r�U to G41 t4 u al t.:M44t1 41.15NAKY SORrACS PARKING �^�;j • Pa►k►Mr( f• AN e441 p101 u4 4r� _ , Itt PP 04156 ew `/ vhocx "viittoih ie2 tw+11om pores STRtfCT .� (Folk Gfiri H•at,l er v►Uw Golvit- erAce • fm pe-It/JNI 4444 Police, eMhcG -�-�_: a��+ NNN\ �a/14 111 `C a� _Ci4(r fo eddy& r iJew .• Poll rc farit(41. v►4 fioii6 1-W , ITIst ° w 'rust' °t`1 • ,..i 1A--- 0 K 1 "At *A 5 New �1RE / 2 o•06 p- -. 4 STA. j 5-M /vNt-W p .(Gr3J ,. GOiH�T s3l.GY� 74,000 sf SA',&r'L GoN�ICt)tzATIoN 'S fans of SEVERANL OFTIO iE- i . u-oERCOND BUII_®INS op-rto PARKINS-►t) 'i 2Eo e�.F5 POLICE/COURT TAGIL-ITy CM- HOUSER Wier -,� I 0 100 200 40oFT 15 JUtim T901 • • A vANTA E' • , c, 6- . PMkw► w� r Vi5i �4� � a� i�r15 't'� , - yi' e/vArlvl� Iacnteet-'Mv G4f- �1c�NE� 7 rAw oxve;l� to All cicQi tal-itmt, PARKvvI hI}e, o PAkCv►. rttisatwte ql MAi�s�l- , / *1I21G 4 invviAc vi1v1- balk� r,CatMr Aw,d actditiorvtal roIk ac;auMt 6144,1►1ei, i P�KlN6 6TRl1GTlJRE Shallqq vivihM vrw. TUG ket5 z/ G io ehArlwte 511c 0 zAhow ,/ f 4oy (S ►)yc$' Su t W,1714bia0 0F441 ACG ram.—ter C:oNGGi , AL ►;MI 4 �. " 5URFACE DISA VANTAGeS e1 : T G A _• a wvc4 PoUce MkAM NSW �A� r/ iii I i�ii-Pa�� liWrce ADolil -0 44, vnaki k cci ff i c iC' to 4014b , WSW FIRE , 2110116 o J<ftJ STh. wvu.5 A ii,t 9 tii t4 c br c siikucTo riaul hwv►iA k Q.'fevu PoUc ' a 210Cr V GOw t El,(1, c bfi IrSbt IJr New MRICItJb 10 - y At,1 N�.dTE OFTIoNS in 4P 3 n uN��I��N® eUILDINS OPTION z 3 PARKING-Kt;to 1 250 Os POLICE/COURT rA ILIT sotAftv of ERONSON W,A,,-/ ® 100 '200 400FT. IS Julel 14')ri LEI tivIvTGI lelcao crti oot o 4411 31&y1 c -i--- --- ---) A1111 '7'.1lNnoa/sofoci sN 0�7, ,� a��-�N1�9�1`�d • �i1d® er�i®ling ®Nncr�9GQNn , /,' -'-‘ it , oL . E NIXera h1gN i '1'ate9 •ea ma stimmi < 5is-cio—jcz,1 , d Lo i .u. a.. Ill _D - , , ._ . N,,,,, • /„.,o RweiVvig Vail �+2, 1 liod °YYI 114.10 'h�Qdl �,,+�^ p� �\ % /�q eZtOvi eti /:9 cratdA 201AVG9 , a40iititerV SpVt40914 NN/ :7f 1 - - - SGc1✓1eNYAC'dG1® c��11e // -• ,_. ...... -. A►vr 4'1�ro17 Qinv7��vN/d M r jjsrr�itl707„1 i2�to►duw2 2 qt�cl A, %,;,pM' -7 10j wtnvi V7u 497Mp1) *91g S9111144,4%11A ° le � - 0 ADVA'MTASE o litnamq Fi4444, pM ki v0 Krrb ,iivai la't1tc. to pLA Hie, a oci &Ifii uoNes ,) #'hlRkg N. , P'k co-t,t t oh M 5t keTt• a6 Awai I a 6'tC A44AGvti t-t., & FACE Ft J hIC� M 4 A,la cc'v►f Irw: Life v Coo Ga 0 3e-ovvvi Pole c c, OVI kutH6 f��► �ayiltim a�,°,ita cp. • iie_' DISADVANTAGES suwc uw,4i/ 0 S/rAnahow or roitice/,ice fir AGE j M'Avv' zP4(0. c%tnAcn f roc{wvt r- c it , & pARA Me . cGuvtq eAtt,tiptrlf rto A `.e(44.(1-6 140441S5 , '.-' �. ® 6 ,,, NN a 6twkwAtt a 42 t -e , ima ii v't. fin, co-mf Didi, �c�4i f fiutir �- -- ----- /it/IGd t1teClfLVtGti�(i�aiie/t1d� r - ` �.Dt✓IT rRelfrW1 Vt'i06 filr1'v or GIN 1tGtL1 PEW Ft - ... Awl/lox 6-goit. vi°" C.oW2f P5 , PARKltt eiri4a .DWG Vt., (7Att l ' 5TRl1G'T 5TRWTORE • E5UILDNS OFT101 9, NEW ,LIGE ffAC(L-ITY UNDEtt-16 N® NO.1i'�✓ 5KON50l.1 WA(`-/ I Li 1 F3wRK�N6-w p{v f�c`V COURT 6lflLI"Jlf4S - ' 1 27o c,�� Sot^Wv of ENOh4 VA / S : sT sootµ o �� 460 tS\ t.)g1 'p ; LESND N +.4 STROJo PEDESTrzl,A I LI6JKS , / _ 4t®ix j"i WEAK FEIDESTKI LINKS '-' /\NNNN Le_a . :X/ ,/,‘ (././ .<„(..., ,.. , ,, ..., Crri ' • . . s' VA sT Sotrfli .J- °HALL. FIRE I , • STA. ; 4r,\ N) 4 I, 0 PUELlc ®Pekt ci Z 4,p_i SPACE CONCEPTS �_- ` r EXSTIN NG ePAcs5_ 8 5T SOUTH • 0 90o aoo 400FT. 15‘31411 Ig67 LEGEND \ 4 STRONG F'5Defil"giAN Llts114 ',. ('c' INaAK F P STRV I LINK .� VISUAL A)CI✓ SI5NlFICNNT "L AN®MAR1<° N:, / 9 U A' N.‘..\ ovcif ' 0 .\ lag -'. \ Ian /\ ' I, / .,r�� C�EM1f�(zle5 7� • 50-e n A�o;v7A1iGyL Stu44otik� 4AS I �i - vi%toi�urvI,vteoiicm�, str rn�aviAL • ti I ` I I,�' �O�fidou'��paccs otll�il� �InOvw dNtfil( L rI I ��:� �00»�►5 (vie, dwelopeA 4 Vysnc.:m fa'wvtAlt F. 1 -/ PUe>LIC OPEN 1 SPACE CONCEPTS I 1 ,. R A~l NI iO _,�/ et,►i!DING op-fof.! 1 be, N.. trl %%rt.. 0 ion '200 400pr lSOLAliti I VS . LESEND ° ' N'' : '' _ 5`TRDN ST L N L NK '�. 411==1.-,/ WS°sK PEDESTRIAIJ LINK VISUAL.AXIS O 515NIFIGANT LANDMARK NN , r �___.a OUTDOORRo®Men • 0:v'3*'' � % . .//,/ -% .'4‘. 2'‘Fs/ 1 i ' ,..(ly / U �. / � , * FZEMARKS1 ,� �� s 5ttirr�q�-, mat, fow►4.at o,�avv,7Ah�v1A( � / s�Me � to c�ccavwvr�od�f'e, aa(dltivn�I / piw11/1.A'wt/ ?4-(444-(A4i- , � I • Cvif-dv�i' 5pACC i fir- "A DYv+5" caWv Ire, , _ �� 4<AleI rid, �5 nt�5c.,tq ccwlt� ' Ljgki- _ d. ` _ wel i � Fil'I l�vl�Iti GVI KVYI� i- l � iwel5 belawe/AA PU5LIC OPEN I SPACE aDNCEPT523 ReM! BUILDIIN OPTION 2 - — "� 5U1 l_DINS OPTION a © 1 4 '. _— ji\D Man:Li 0 100 '200 400M', I E J uLtti I',8-7 LEGEND .. +.9. 1"R01d6 PEDESTRIAN LINK • . WEAK PEDESTRIAN LINK VISUAL S r 1 /0 516NI1=IC AcNT YI,ANDMPNe rs.e—� / c, 1 I OUTDOOR °(�OOW S'I N- u T y ` 00 n 1 `1 :INN\\* . 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II.TO NEW f 'A .441...., ' *A►CIL.IT`/�esto o�• Ptt IA " �_ !tout-ID P1,oOR 11,b 5� 00 - 'I`sts6"s7 TEMPO Ry I 1...00'icTION OF Gi `O R"N �ME= r-1IC cc 6 , 3, R 170 1 CIT)' HALL eoM� _,��osI✓_oeAcTIo!-is tesaulr I��NOV�T(ONS �rADDfT10�.S f47 Elw o . ,P`ss 47.4 SC , f ON4 a-OW NS i h5(Ne 1e ‘.;11.4,,Js7 CITY OF RENTON CIVIC CENTER STUDY P IELMANY PROJECT F m ti ♦ in 8 ea •. B�V p—N� °—'4"- OPN� O�.N� OPN� O=N.Z N►f...... P Nrfrff OrsO NI!♦In Oi�gO2N7/�VY0 f.00 2�r:NVt OUgOP•OO P�.Z PHAE9 POLICE/COURT/PARKcNG FACILITY #1 IA . PROPERTY ACOlAsTlaN NazafeM CLEARING POLICE/COURT 3 . DESIGN t CONST. POLICE/COURT ms71etoi IS tuns !I le . PROPERTY ACOUISITICN CLEARING �m ammo sr PAR CG S7RUCT, Ill , PARKIN t CORS T. 1.'.' - e. ■ •�� I i PARKING STRUC1RUCT. /1 PHAE2 CITY HALL AUDITION/ PARKING FACILITY#2 t EAST'PLAZA' &PARKING 3 31 211 DESIQK t CONST i F[ CITY NALL ADDITION 3 1 28 , DF9GN t COURT. PARKING STRUCTURE EST 'PLAZA' la BELOW GRADE PARKING I PHASE 3 CRY NAIL REMODEL GROUND. le t 2nd FLOORS • k WEST'PLAZA' t PARKING 3 3A , DESIGN t CONST. : 't',--TC..7 F. REMODEL � � 3B , DESIGN &CONST. A oast a I (. WEST `PLAZA' t BELOW GRADE PARKING MML1 CITY HALL REMODEL 3rd `WU 7t11 FLOORS FINAL LOCATIONS s eA , DESIGN t CONST. 3 gp •Os REMODEL 3rd - 7th 1'. �� t - 1 A se , FINAL RELOCATION � g t RENCOEL ADJUSTMENTS 1110 PHASE 5 COMPLETION MASTER PLAN sit PLAN 5A . PLAZA AREAS ADJACENT PNIXING M UU UM STRUCTURE /K AND (COULD BE UNDERTAKOEN ANY PHASE FROM T® ON) m.r,sm.Aorrr AM OMNI On MAU- mourn o.Anc rut an wA_ 3 n m.urR raw no sato sus.■ma•MAAR 1241 MCA PON WIPE is CITY OF TON CIVIC CENTER STUDY Pi SCHEDULE PROJECT SC2ULE co 1 ! GalaCaXIN 3.1114 1 ; I 1 LOWER PLAN M R 1 n o fil Q N M OCHRE IT Nn*triers OO��N ci n 000000�.,-N�mn*I cono• ��N mn*I on •0Co �....N�NM7'�owno0.-.^-N.�-NPR♦ � r..mo'^-N N17., PHAE 1 POLICE/COURT/PARKING FACILITY/1 1A. PROPERTY ACQUISITION I � = CLEARING POLICE/COURT 1 , POUCE/COURT I Nis IIZ' 1 ta 1CORTIRUCTION 15 warm! 18. PROPERTY ACQUISITION I . CLEARING PARK'O S1RUCT. /1 I Aom21RK I=ARNO PARKING SIRUCT. /1 I A A ICI e I •wa I rD8 aH PHASE 2 an HALL ADDrnoN PARKING FACILITY •EAST'PLAZA' !PARKING 1 2 a 2A . DESIGN !CONST c:,r ' _y' oawat DDDt Ei i h i . CITY HALL ADDITION ON a2.'. lla.71:•, ll.b - 28 DESIGN t CONSf ,,. ., .—I _q,iiNi . . 1 PARKING STRUCMIE/2 EAST'PLAZA' &BELOW GRADE PARKING PHASE 3 CITY HALL REMODEL. GROUND. rut&2nd FLOORS a WEST'PLAZA' a PARKING �� i 3A ��--� DESIGN !CONST. 1.�:.r_a E..00aarfnoH if. REMODEL 38 DESIGN ♦k CONST. V-n ri 7 WEST'PLAZA' !BELOW E .. ��?f I^ i GRADE PARKING CITY HALL REMODEL 3rd 1HRU 7th FLOORS , , FINAL RELOCATIONS F ' 4A DESIGN Or CONST. ;'�t:'` -u•,tr'1 11� • REM .3rd- 7th :!.t]L:.71:. l' _._. 1 gig 48. FINAL RELOCATION &REMODEL ADJUSTMENTS {•r. II PHASE 5 - COMPLETION MASTER PLAN SITE PLAN 6A. PLAZA AREAS ADJACENT PARKING STRUCTURE /1 airr AND MUSEUM COULD BE UNDERTAKEN ANY PHASE FROM 18 ON) 1. COMM NEM AIRMOIT FOR OM MY HALL ----- - - -- - - - L--00111 l272 IRMA=Drill ORY HALL-- -- --- -- - - - - --- - - -- - - -- --- S COMM 0152811 FOR W. HAG[MOO a IMAM LE.Q NASA fat wag fit EXISTING BUILDING CONDITION The existing City Hall has been well maintained and has served the City well for 20 years. However, in addition to now being overcrowded, the building is in need of being upgraded to current standards . Deteriorated or inefficient systems require repair or replacement. These needs will be discussed in more detail in the final report. They include the following general concerns: Structural System: - Additional shear walls needed to meet current code for seismic design. Repair or Replacement of Exterior Walls: There are a number of concerns involving the curtain wall : - Structural connections - Daylight at mullions Insufficient insulation j - Single glazing - Condensation and/or water leaks Mechanical Systems: - Deteriorated plumbing - HVAC upgrading Electrical: - More efficient lighting Handicap Requirements: - Toilet rooms do not meet code Interior Finishes: - Need for replacement as most economical approach to provide open and • efficient work spaces. AWARDED Contract No. CAG DATE TO (cY ‘\°°0 Cgrhz. clip N BID PROPOSAL & SPECIFICATIONS FOR: CITY PARKING LOT MAIN AVENUE SOUTH � r CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVE. S. RENTON, WASH. 98055 • (206) 235-2631 7- 1 S&FY I CITY OF RENTON City Parking Lot Main Avenue South INDEX Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map Instructions to Bidder Call for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO *Certification of EEO Report *Minority and Womens Business Enterprise Participation *Certification of Bidder's Affirmative Action Plan *Combined Affidavit and Certification Form: Non-Collusion Antitrust Claims Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contact Agreement EEO Compliance Report Sample Form and Instructions Environmental Regulation Listing Hourly Minimum Wage Rates Supplemental , Provisions Special Provisions Standard Plans Documents marked * above must be executed by the Contractor, President and Vice-President or Secretary if corporation by- laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton, Washington 98055 EXHIBIT "A" CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY • ADOPTED BY RESOLUTION NO. 2340 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure equal employ- ment opportunity to all persons regardless of race; creed; color; ethnicity; national origin; sex; the presence of a non-job-related physical, sensory, or mental handicap; age; or marital status. This policy shaZZ be based on the principles of equal employment opportunity and affirmative action guidelines as set forth in federal, state and local laws. All departments of the City of Renton shaZZ adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employ- ment such as recruitment, selection, promotion, termination and training shall be conducted in a non-discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State Council of County and City Employees. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton wiZZ cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative Action Program wiZZ be maintained to facilitate equitable representation within the City workforce and to assure equal employment opportunity to all. It shall be the responsibility and duty of aZZ City officials and employees to carry out the policies, guidelines and corrective measures as set forth by this program. Corrective employment programs may be established by the Mayor on the recommendation of an Affirmative Action Committee for those departments in which a p protected class of employees is under-represented. (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non- Discrimination policies set forth by law and in the Affirmative Action Program. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shalt be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of,the City of Renton, Washington, this 2nd day of June 1980. CITY OF RENTON: RENTON CITY COUNCIL: Mayor Council President Attest: Issued: July 10, 1972 oahgtmJ 1 Revised: February 9, 1976 Revised: June 2, 1980 ,City Clerk CITY OF RENTON City Parking Lot Main Avenue South SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities as shown on the plans and in the specifications; to include, but not be limited to, construction of an asphalt concrete parking lot complete with new cement concrete sidewalks, curbs, driveways, curbs and gutters, storm drainage, asphalt concrete paving, removal and disposal of structures and obstructions, parking lot lighting, landscaping, and complete restoration of all surfaces and existing underground utilities. All work shall be as set forth in the design drawings and specifications. Any contractor connected with this project shall comply with all Federal, State, County, and City codes or regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. N. 4T11 STREET N vcr-r-TT, - N. MARION STREET , EM Vr7/ kal -_____________. N. I I I . MI _ N. 3RD -STREET z ! 11 / / z w[ 1:17zW z z w w z ��' P - r _ a N. BROOKS ST. ci -4 a a v P. a > z P. x- U41 0 0 IZ wI eci. N. 2ND STREET lir 0 • qo ME f ,. �� ', r h]._.___ II !Ilr-, � coo ,, �� `LA , . PROJECT AREA P \yob off N I / CITY S. 2ND ST. I ■ 6 6pi m w z HALL Co) a / a t 11 k / CITY OF RENTON S. 3RD ST. 9 oy DEPARTMENT OF PUBLIC WORKS b �� 5—j -t° CITY PARKING LOT ,.�°S�¢ ,c, MAIN AVENUE S. ppipp0 DESIGNED: DATE: NOV. O. 1000 FILE NAME: - -----------<1 DRAWN: D.M.C. CHECKED: SCALE: 1" = 400' FIELD BOOK: PAGE: • APPROVED: oo.cCTo.or.u.Lie WORKS SHEET: 1 OF: 1 INSTRUCTIONS TO BIDDERS 1 . Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall , until 2:30 o' clock p.m. , on the date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. The work to be done is shown on the plans. Quantities are understood to be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 3. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 4. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications . 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 6. The right is reserved to reject any and/or all bids and to waive inform- alities if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal . Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail , or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 9. The bidder shall , upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payment for this work will be made in Cash Warrants. Rev. 7/15/81 I l CITY OF RENTON City Parking Lot Main Avenue South CALL FOR BIDS Sealed bids will be received until 2 : 30 p.m. , at the City Clerk's office and will be opened and publicly read in the 4th floor conference room, Renton Municipal Building, 200 Mill Avenue South. The work to be performed within 45 working days from the date of commencement under this contract shall include., but not be limited to: Full and complete installation of facilities required for constructing an asphalt concrete parking lot complete with new cement concrete curbs, sidewalks, driveways, curbs and gutters, storm drainage, asphalt concrete paving, removal and disposal of structures and obstructions, parking lot lighting, landscaping and complete restoration of all surfaces and existing underground utilities. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications and form of contract documents may be obtained in the Public Works Department at the Renton Municipal Building, for a non-refundable fee of $25. 00 each set plus $5. 00 to cover postage, if mailed. The mailing charge will not be refunded. A certified check or bid bond in the amount of five percent (5%) of the total amount of each bid must accompany each bid. The City's Fair Practices and Non-Discrimination Policies shall apply. Deputy City Clerk Published: Valley Daily News: Daily Journal of Commerce: CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPORTUNITY Name of Prime Contractor Project Name INSTRUCTIONS This certification is required pursuant to Federal Executive Order 11246. The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors and suppliers, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and, if so, whether it has filed all compliance reports due under applicable instructions. The City has heretofore adopted Resolution 2340 under date of June 2, 1980, amending a "Fair Practices Policy," as implemented by an "Affirmative Action Program" therein amending the policy of the City of Renton to promote and afford equal treatment and service to all citizens and to assure equal employment opportunity based on ability and fitness to all persons regardless of race; creed; color; ethnicity, national origin; sex; the presence of a non-job-related physical, sensory or mental handicap; age or marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to said practices and policies. The aforementioned provisions shall not apply to contracts or subcontracts for standard commercial suppliers or raw materials or firms or organizations with less than eight employees or contracts of less than $10,000 business per annum with the City. When the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to submit an Affirmative Action Plan, the minimum acceptable precentage of minority employment will be that percentage which is currently listed in "Appendix I" (City of Renton Goals and Timetables) in the published City of Renton Affirmative Action Program, i.e. 9.1%. This Program is available for review at the Municipal Building. The undersigned contractor therefore covenants, stipulates and agrees that during the performance of this contract he will not discriminate against any person in hiring, promoting, discharging, compen- sating or any other term or condition of employment, by reason of such person's status, reference the (11) categories listed in para. 2 above. Contractor further agrees that he will take affirmative and continuous action to insure full compliance with such policy and program in all respects; it being strictly understood and agreed that failure to comply with any of the terms of said provisions shall be and constitute a material breach of this contract. Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and all information and reports required by the City to determine whether full compliance has been made by the contractor with said policy and program and contractor will permit access to his books, records and • accounts by the City for the purpose of investigation to ascertain such compliance. Contractor further acknowledges that he has received a true and complete copy of the City's "Fair Practices Policy." Contract Identification Number CERTIFICATION BY: CONTRACTOR or SUBCONTRACTOR or SUPPLIER NAME: ADDRESS: REPRESENTATIVES: TITLE: PHONE: 1. Contractor/Subcontractor/Supplier has participated in a previous contract or subcontract subject to the Equal Opportunity Clause: Yes No 2. Compliance reports were required to be filed in connection with such contract or subcontract: Yes No 3. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable instructions: Yes No 4. If answer to item 3 is "No", please explain in detail on reverse side of this certification. CERTIFICATION: The information above is true and complete to the best of my knowledge and belief. Name and Title of Signer (please type or print) Signature Date Reviewed by City Authority: Date: • Rev. 1/31/83 CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT ' Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder , proposed subcontractor , hereby certifies that he has y has not , participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has , has not , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. (Company) By: (Title) Date: Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1) , and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Rev. 2/88 PUBLIC WORK OR IMPROVEMENT PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 CONTRACTS EXCEEDING $35,000 (multi—craft or trade); $20,000 (Single craft or trade) OR 10% of City' s Construction Budget MINORITY BUSINESS ENTERPRISES (MBE) and WOMEN 'S MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group • members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and. solicitation. Contractor further agrees to consider the . grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority businesses. The contractor shall be requiredto submit evidence of compliance with this section as part of the bid. As ,used in this section, the term "minority business" means a business at least fifty—one percent of which is owned by minority group ' members. Minority group members include, but are not limited to blacks, women, native Americans, Orientals, Eskimos, Aleuts and Sp anish Americans.scans. The City will, consider sworn affidavits presented by subcontractors in advance of contract award as one means of establishing minority status in accordance with criteria . cited above. . To be eligible for award of this contract, the bidder must execute and submit, as a part of the bid, the following certification which will be deemed. a part of the resulting contract. A bidder's failure to submit this certification or submission of a false certification shall render his bid nonresponsive. • MINORITY BUSINESS ENTERPRISE CERTIFICATION Certifies that: (Name of Bidder) (a) it (does) (does not) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek. out and consider minority . business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or' WMBE, and identify minority group. (If necessary, use additional sheet) . MBE Min. Gr. WMBE , 1. (Name of firm, Bid Item, Results of Contacts) 3. Mr./Ms. has been designed as the `: liaison, officer for the administration of the minority business enterprise program for this firm.. CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: "Average annual employment level is less than eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." Company Date BY: Title OR b) It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. Company Date BY: Title OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: 1) Present utilization of minorities and females by job classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company Date BY: Title OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (5) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. Company Date BY: Title Rev. 9/9/75 • City of Renton Combined Affidavit d Certification Form: Non-Collusion,Anti-Trust, and Minimum Wage (Non-Federal Aid) NON-COLLUSION AFFIDAVIT Being duly sworn, deposes' and says, that he Is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or col- lusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put In a sham bid, or any other person or 'corporation to refrain from bidding, and that deponent has not In any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such over- charges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations com- mencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. FOR: NON COLLUSION AFFIDAVIT. ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT • Name of Project Name of Bidder's Firm Signature of Authorized Representative of Bidder Subscribed and sworn to before me on this day of . 19 Notary Public in and for the State of Washington Residing at ,BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ which amount is not less than five percent of the total bid. Sign Here BID BOND Know All Men By These Presents: That we, , as Principal , and , as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall , incase of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, STALED AND DATED THIS DAY OF , 19 Principal Surety 19 Received return of deposit in the sum of $ PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif that has examined the site of the proposed work and ha read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures. ) Signature Address Names of Members of Partnership: OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at City of Renton . Public Works Department City Parking Lot Main Avenue South SCHEDULE "A" Paving and Storm Drainage Installation 001. 1.0 Mobilization Lump Sum Per Lump Sum Words Figures 002. 1.0 Traffic Control Lump Sum Per Lump Sum 003. 1.0 Clearing and Grubbing Lump Sum Per Lump Sum 004. 1.0 Removal of Structures and Lump Sum Obstructions Per Lump Sum 005. 1.0 Excavation including haul Lump Sum Per Lump Sum 006. 334.0 Asphalt Concrete Class B Ton Per Ton Page - 1 City of Renton . Public Works Department City Parking Lot Main Avenue South - SCHEDULE "A" Paving and Storm Drainage Installation III 007. 610.0 Crushed Surfacing Base Course Ton $ Per Ton Words Figures 008. 551.0 Sawcutting Linear Foot Per Linear Foot 009. 1084.0 Cement Concrete Curb Linear Foot Per Linear Foot 010. 99.0 Cement Concrete Curb and Gutter Linear Foot I' $ Per Linear Foot 011. 171.0 Cement Concrete Sidewalk Square Yard Per Square Yard 012. 55.0 Cement Concrete Driveway Square Yard (Commercial 10" Thick) $ Per Square Yard Page - 2 City of Renton . Public Works Department City Parking Lot Main Avenue South SCHEDULE "A" Paving and Storm Drainage Installation 013. 37.5 Removal of Existing Cement Square Yard Concrete Driveway Per Square Yard Words Figures 014. 99.0 Removal of Existing Cement Linear Foot Concrete Curb and Gutter Per Linear Foot 015. 100.0 Removal of Existing Cement Square Yard Concrete Sidewalk Per Square Yard 016. 238.0 8" Storm Drain Pipe Linear Foot Per Linear Foot 017. 65.0 12" Storm Drain Pipe Linear Foot Per Linear Foot 018. 3.0 Catch Basin, Type I • Each Per Each Page - 3 City of Renton . Public Works Department City Parking Lot Main Avenue South SCHEDULE "A" Paving and Storm Drainage Installation 019. 1.0 Catch Basin, Type II-54" Each With Oil Water Separator Per Each Words Figures 020. 2.0 Connect to Existing Catch Basin Each Per Each 021. 2.0 Plug Existing Storm Drain Each Per Each 022. 1092.0 4" White Parking Stall Stripe Linear Foot Per Linear Foot 023. 1.0 Relocate Existing Water Meter & Box Each Per Each 024. 1.0 Trench Safety System Lump Sum Per Lump Sum Page - 4 City of Renton . Public Works Department City Parking Lot Main Avenue South SCHEDULE "A" Paving and Storm Drainage Installation Total SCHEDULE "A" $ Page - 5 II City of Renton . Public Works Department City Parking Lot Main Avenue South SCHEDULE "B" Lighting 001. 200.0 Trench & Backfill Linear Foot 12" Wide x 24" Deep $ Per Linear Foot Words Figures 002. 220.0 2" Schedule 40 Conduit PVC Linear Foot Per Linear Foot 003. 3.0 Street Light Foundation Each 4' Deep x 3' Round or Square $ Per Each 004. 3.0 Junction Box Type "B" Each Per Each 005. 3.0 Concrete Pad for Junction Boxes Each And Foundation $ Per Each 006. 475.0 #8 AWG Copper Wire Linear Foot Use/RHH/RHN I ; Per Linear Foot Page - 6 City of Renton . Public Works Department City Parking Lot Main Avenue South SCHEDULE "B" Lighting 007. 6.0 Street Light Splice Kit Each Per Each Words Figures 008. 6.0 Street Light Fuse Kit Each Per Each 009. 3.0 Street Light Standard Each Spun Aluminum 35' Mounting Hight 8' Davit Per Each 010. 3.0 250 Watt Sodium Vapor Each Luminaire and Lamp Per Each 011. 30.0 #8 Bare Copper Wire Linear Foot Per Linear Foot 012. 135.0 #10 AWG Copper Wire 2/c Pole and Linear Foot Bracket $ Per Linear Foot Page - 7 Cityof Renton . Public Works ks Department City Parking Lot • • Main Avenue South SCHEDULE "B" Lighting Total SCHEDULE "B" $ Page - 8 SCHEDULE OF PRICES • (Note: Unit prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY !Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. THE JERSIGNED BILDER HEREBY AGREES TO START CONSTRUCTION WORK OU THIS PROJECT. IF AWARDEJ HIM. NO LATER THAN TEN (10) DAYS AFTER FINAL E) ECUTION ANA TO CCMPLETE WITFIN WORKING DAYS AFTER STARTING CONSTRUCTION. 1 ,DATED AT THIS DAY OF • . 198 IACKNOWj.EDGEMENT OF RECEIPT OF ADDENDA: • NO. DATE L.NO RATE 1 . N0 RATE • SIGNED . 1 TITLE NAME OF COMPANY ADDRESS CITY/STATE/ZIP TELEPHONE CITY OF RENTON STATE CONTRACTOF.S BUSINESS LICENSE I LICENSE d • • • BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned as principal , and corporation organized and existing under the laws of the State of as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $ for the payment of which sum on demand we bind our- selves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. Dated at , Washington, this day of , 19 Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for (which contract is referred to herein and is made a part hereof as though attached hereto) , and WHEREAS, the said principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care- lessness or negligence on the part of said principal , or any subcontractor in the per- formance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in said con- ' tract or from defects appearing or developing in the material or.workmanship provided 1 or performed under said contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain in full force and effect. Revised: 8/16/83 1 of 7 CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this day of , 19 , by and between THE CITY OF RENTON, Washington,. a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and , hereinafter referred to as "CONTRACTOR. " WITNESSETH: 1 ) The Contractor shall within the time stipulated, (to-wit: within working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. for improvement by construction and installation of: All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished Contracts Other Than Federal-Aid FHWA 3 of 7 subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall , upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contractor by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. 5 of 7 Contracts Other Than Federal-Aid FHWA notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail , postage prepaid, certified or registered mail . .7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1 ) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be Contracts Other Than Federal-Aid FHWA 7 of 7 IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR CITY OF RENTON President/Partner/Owner Mayor ATTEST: Secretary City Clerk d/b/a Firm Name Individual Partnership Corporation A Corporation State of Incorporation Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the city and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. . If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should • appear followed by d/b/a and name of the company. CONTRACTOR/SUBCONTRACTOR 1�Y REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT ±6 © Month: Year: To be submitted to, the City's Project �"u' Goals and Timetables as committed Engineer during the 1st week of following 1'.4N,rQ in Contractor's Affirmative month while contract is in progress. Prime Action Plan o Contractor is responsible for obtaining and • submitting all Subcontractor Reports- or per City's Plan 9.1 — TO: (Name and location'of Compliance Agency Dept.) ' From: (Name and location of contractor) • This report is required by Executive Order 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. 1 . 2. 3. 4. % 5. 6. • mino- Total Total .Work Hours of Employment (See footnote) rity number number of of Classi. a. b. * C. * d. * e. * i:** w/h of minorityEmp]oy- Pica- His- Amer. Asian/ Total total Company's Name (I.D. ) Trade tions Total Black anic Indian Pacific Fe- Employ- ees p I'land„male w/h ees l;;;'c':O'' _____ Ap Tr ' C Ap Tr - CiiSSIl000k Ap Tr C - - Ap Tr C : 11;;!! - , Ap • J p . „o. .. ' . " . Irol]::11 . ... Tr C Ap Tr AD _ Tr • CAP • Tr . . C Ap Tr s - 7. Company Official's Signature and Title 8, Date Signed 9. Telephone Number (Include Area Code) • • Rev. 11/77 (*Males & Females, **Minorities & Non-minorities) Page of 7/80 (Submittal Requirements & City' s Goals/Timetables) — REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES In accordance with the provisions of Chapter 62 , Laws of 1973, H.B. 621, the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws, ordinances , and resolutions : King County Ordinance No . 1527 requires Building and Land . Development Division and Hydraulics Division review of grading and filling permits and unclassified use permits in flood hazard areas . Resolution No. 36230 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Reivew by Hydraulics Division. • King County Ordinance No. 800, No. 900, No. 1006 and Resolution No. 8778 , No. 24553 , No. 24834 , No. 6894 and No . 11242 contained in King County Code Titles 8 and 10 are provisions for disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste. Puget Sound Air Pollution Control Agency Regulation I : A regu- lation to control the emission of air contaminants from all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King , Pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act, R.C.W. 70 . 94 . WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 18-02 : Requires operators of stationary sources of air contaminants to maintain records of emissions , periodically re- port to the State information concerning these emissions from his operations , and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation I . R.C.W. 90. 48 : Enacted to maintain the highest possible standards to ensure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife , birds , game, fish, and other aquatic life, and the industrial development of the State, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters . The law also provides for civil penalties of $5 , 000/day for each violation. R.C.W. 70 . 95: Establishes uniform statewide program for handling solid wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76. 04. 370 : Provides for abatement of additional fire haz- ard (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near building , roads , campgrounds , and school 'grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists . R.C.W. 76. 04. 010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions . R.C.W. 70. 94.660: Provides for issuance of burning permits for abating or prevention of forest fire hazards , instruction or silvicultural operations . R.C.W. 76. 04. 310: Stipulates that everyone clearing land or clearing right-of-way shall pile and burn or dispose of by other satisfactory means , all forest debris cut thereon, as rapidly as ' the clearing or cutting progresses , or at such other times as the department may specify, and in compliance with the law requiring burning permits . R.C.W. 78 . 44 : Laws governing surface mining (including sand, gravel , stone, and earth from borrow pits) which provide for fees and permits , plan or operation, reclamation plan, bonding , and inspection of operations . W.A.C. 332-18 : Delineates all requirements for surface mined land reclamation. W.A.C. 332-24 : Codifies requirements of R.C.W. 76. 04 pertaining to land clearing and burning . U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13, 1902 : Author- izes Secretary of Army and Corps of Engineers to issue permits to any persons or corporation. desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications . Section 404 of the Federal Water Pollution Control Act (PL92-500 86 Stat. 816) : Authorizes the Secretary of the Army, acting through the Corps of Engineers , to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites . Permits -may be denied if it is determined that such discharge will have adverse effects on municipal water supplies , shell fish beds and fishery areas and wildlife or recreational areas . MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act approved March 3, 1899: Provides that discharge of refuse without a permit into navigable waters is prohibited. Violation is punishable by fine. Any citi- zen may file a complaint with the U. S. Attorney and share a por- tion of the fine. -2- PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION King County Resolution No . 25789 requires an unclassified use permit for filling , quarrying (including borrow pits and associ- ated activities such as asphalt plants , rock crushers) and refuse disposal sites and provides for land reclamation subse- quent to these activities . A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Management Act 1971 requires a permit for construction on State shorelines . Permit acquired by Public Works and reviewed by Building and Land Development Division. King County Ordinance No. 1488 requires permit for grading, land fills , gravel pits , dumping , quarrying and mining operations . except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME Chatter 112 , Laws of 1949 : Requires hydraulics permit on certain projects. (King County Department of Public Works will obtain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173-220 : Requires a National Pollutant Discharge Elimination System (NPDES) permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. W.A.C. 372-24 : Permit to discharge commercial or industrial waste waters into State surface or ground water (such as gravel washing, pit operations , or any operation which results in a discharge which contains turbidity. ) • W.A.C. 508-12-100 : Requires permit to use surface water. W.A.C. 508-12-190 : Requires that changes to permits for water use be reviewed by the Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the diversion of water. W:A.C. 508-12-220: Requires permit to use ground water. W.A.C. 508-12-260: Requires permit to construct reservoir for water storage. W.A.C. 508-12-280: Requires permit to construct storage dam. W.A.C. 508-60 : Requires permit to construct in State flood control zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc. ) . -3- PE1MITS REQUIRED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76, 04 . 150 : Require$ burning permit for all fires except fof small outdoor fires for recreational purposes or yard debris disposal . Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76. 04. 150 , 76. 04. 170 , 76. 04.180, and 70. 94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. ' R.C.W. 76. 08. 030 : Cutting permit required before cutting merchant- able timber. R.C.W. 76. 08 . 275 : Operating permit required before operating power equipment in dead or down timber. . R.C.W. 78. 44. 080 : Requires permit for any surface mining opera- tion (including sand, gravel , stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 , 1899 : Requires permit for construction (other than bridges , see U. S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain) . FIRE PROTECTION DISTRICT R.C.W. 52 . 28 . 010 , 52 . 28 . 020 , 52 . 28 . 030, 52 . 28 . 040 , 52 . 28 . 050 : Provides authority for, requirements of, and penalties for failure to secure a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD • Section 9 of River and Harbor Act of March 3 , 1899 , General Bridge Act of March 23, 1906, and General Bridge Act of 1946 as amended August 2 , 1956 : Requires a permit for construction of bridge on navigable waters (King County Department of Public Works will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit: Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9. 02 (d) (2) (iii) of Regulation I : Request for verifica- tion of population density. Contractor should be sure his opera- tions are in compliance with Regulation I , particularly Section 9. 02 (outdoor fires) , Section 9. 04 (particulate matter--dust) , and Section 9. 15 (preventing particulate matter from becoming airborne) . -4- • PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40, Chapter Ic, Part 61 : Requires that the Environmental Protection Agency be notified 5 days prior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than 5 dwelling units) . The above requirements will be applicable only where called for on the various road projects . Copies of these permits, ordinances , laws , and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building , Seattle, Washington, 98104. It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. • All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. • • • -5- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: ELECTRICIANS LOCATION: (STATE: ELECTRICIANS ) CLALLAM, JEFFERSON, KING AND KITSAP COUNTIES . FRINGE BENEFITS HEALTH AND WELFARE .985 $/HR. STATE PENSION - 'LOCAL (CONST. STOCKMAN) 1..00 S/HR. STATE NEBF 3.00 • % STATE PENSION - LOCAL 2.30 $/HR. STATE TRAINING FUND .10 S/HR. STATE WAGE RATES • OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ******* STATE WAGE RATE GROUP LISTING ******* 170-0010 CABLE SPLICER 21.42 - 170-0030 CONSTRUCTION STOCKMAN 9 .47 -- 170-0040 ELECTRICIAN, WIREMAN 19.47 -- 170-0050 FOREMAN 21 .42 170-0060 GENERAL FOREMAN 23.36 -- OTHER 170-9170 STATE: NOTE - ..EFFECTIVE JUNE 9. 1988, THE • PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY, MON. THRU FRI. UNDER THE CONDITIONS STIPULATED IN WAC 296- 127-022. 170-9172 STATE: OVERTIME - .THE FIRST 2 HOURS IN EXCESS OF 8 HRS/DAY, MON. THRU FRI, ALL HOURS WORKED IN EXCESS OF 40 HRS/WK., AND THE FIRST 8 HRS. ON SATURDAYS SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL OTHER OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY . 170-9174 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. PAGE 1 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: ELECTRICIANS LOCATION: (FED: ELECTRICIANS) CLALLAM, JEFFERSON, KING AND KITSAP COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFITS PART A 3.00 Z FEDERAL TOTAL HOURLY BENEFITS PART 8 3.385 $/HR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING****** 170-0010 CABLE SPLICER - 19.38 170-0040 ELECTRICIAN, WIREMAN -- 17.62 PAGE 2 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: LINEMAN - :PO WERLINE CONSTRUCTION 1 LOCATION: (STATE: LINEMAN - .POWERL INE CONSTRUCTION) STATEWIDE FRINGE BENEFITS APPRENTICESHIP .50 % STATE HEALTH AND WELFARE 1 .25 t/HR. STATE NERF 3.00 % STATE PENSION - GROUPS 1 , 2, 3 2.30 $/HR. STATE PENSION - GROUPS 4, 5 AND 6 1.50 S/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ******* STATE WAGE RATE GROUP LISTING ******* ' GROUP- 1 190-0350 CABLE SPLICER FOREMAN 23.08• GROUP 2 190-0110 CABLE SPLICER 21.68 -- . 190-0360 LINE CREW FOREMAN 21 .68 __ 190-0220 POLE SPRAYER LEADMAN 21.68 GROUP 3 190-0160 HEAVY LINE EQUIPMENT MAN 19.59 190-0200 LINEMAN 19.59 -- 190-0210 POLE SPRAYER 19.59 -- 190-0340 WELDER, CERTIFIED 19.59 -- GROUP 4 190-0190 LINE EQUIPMENT MAN 16.89 - GROUP 5 190-0140 HEAD GROUNDMAN 14.78 -- 190-0170 JACKHAMMERMAN 14.78 -- 190-0260 POWDERMAN 14.78 -- • PAGE 3 .:aSlr^'P'C HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: LINEMAN - POWERLINE CONSTRUCTION LOCATION : (STATE: LINEMAN - POWERLINE CONSTRUCTION) STATEWIDE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ******* STATE WAGE RATE GROUP LISTING ******* GROUP 6 190-0130 GROUNDMAN, HOLEDIGGER 13.90 -- OTHER 190-9190 STATE: NOTE - EFFECTIVE JUNE 6, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS CF 8 HOURS PER DAY, MON. THRU FRI. UNDER THE CONDITIONS STIPULATED IN WAC 296-127-022. 190-9192 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK, MON. THRU FRI . , AND ALL HOURS WORKED ON SAT. SUN. AND HOLI- DAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 190-9194 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH0F JULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. PAGE 4 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28. 1988 OCCUPATION: LINEMAN - POWERLINE CONSTRUCTION LOCATION: (FED: LINEMAN - POWERLINE CONSTRUCTION ) STATEWIDE EXCEPT D.O.E. HANFORD SITE IN BENTON AND FRANKLIN COUNTIES. FRINGE BENEFITS PENSION 3.50 % FEDERAL TOTAL HOURLY BENEFITS - 3.60 5/HR. FEDERAL GROUPS 1 TO 3 TOTAL HOURLY BENEFITS - 2.80 S/HR. FEDERAL GROUPS 4 TO 6 WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** GROUP 1 190-0110 CABLE SPLICER - , 21.25 190-0220 POLE SPRAYER LEADMAN -- . 21 .25 GROUP 2 190-0160 HEAVY LINE EQUIPMENT MAN -- 19.21 190-0200 LINEMAN -- 19.21 190-0210 POLE SPRAYER -- 19.21 190-0340 WELDER• CERTIFIED -- 19. 21 GROUP 3 190-0270 TREE TRIMMER -- 15.35 GROUP 4 190-0190 LINE EQUIPMENT MAN -- 16.89 GROUP 5 190-0140 HEAD GROUNDMAN -- 14.78 190-0170 JACKHAMMERMAN -- 14. 78 190-0260 POWDERMAN -- 14.78 PAGE 5 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: LINEMAN - ,POWERLINE CONSTRUCTION LOCATION: (FED: LINEMAN - POWERLINE CONSTRUCTION) STATEWIDE EXCEPT D.O.E. HANFORD SITE IN BENTON AND FRANKLIN COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** GROUP 6 190-0130 GROUNDMAN , HOLEDIGGER -- 13.90 OTHER 190-9190 FEDERAL: SUBSTATIONS WHOSE PRIMARY FUNCTION IS TO FEED A DISTRIBUTION SYSTEM ARE EXEMPT FROM ZONE PAY PROVISIONS. 190-9192 FEDERAL: ZONE DIFFERENTIAL - ADD TO BASE RATE ZONE 1 - $0.00, 0-3 MILE RADIUS FROM GEO- GRAPHIC CENTER OF SEATTLE, TACOMA AND PORTLAND ZONE 2 - 2.40, 3-20 MILE RADIUS FROM SEATTLE TACOMA OR PORTLAND AND 0-20 MILE RADIUS FROM BASE POINTS . 190-9194 ZONE 3 - 3.15, 20-35 MILE RADIUS FROM ALL CITIES . ZONE 4 - 3.90, 35-50 MILE RADIUS FROM ALL CITIES . ZONE 5 - .5.15 , OVER 50 MILE RADIUS FROM ALL CITIES. 190-9196 BASE POINTS: BELLINGHAM, ELLENSBURG, EPHRATA, EVERETT, KENNEWICK , LONGVIEW, OLYMPIA, SPOKANE, WALLA WALLA, WENATCHEE, WILBUR, YAKIMA, ASTORIA, THE DALLES , PENDLETON, • UMATILLA, COEUR O 'ALENE, LEWISTON AND SANDPOINT. PAGE 6 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: FLAGGERS LOCATION: (STATE: FLAGGERS) CHELAN, CLALLAM, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS. MASON, PACIFIC, PIERCE, SKAGIT. SNOHOMISH, THURSTON, WHATCOM AND YAKIMA COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.75 S/HR. STATE PENSION 1.55 S/HR. STATE TRAINING FUND .13 S/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ******* STATE WAGE RATE GROUP LISTING ******* 260-0010 FLAGGER 10.78 -- OTHER 260-9260 STATE: NOTE - :'EFFECTIVE JUNE 6. 1988, THE PAYMENT OF OVERTIME RATES I.S NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY UNDER CONDITIONS STIPULATED IN EAC 296-127-022 . 260-9262 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. PAGE 7 • HWY-R32320-AA PREV AILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: FLAGGERS LOCAT ION: (FED: FLAGGERS CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP. LEWIS, MASON• PACIFIC (NORTH OF THE WAHKIAKUM NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH. THURSTON, WHATCOM AND THE PARTS OF YAKIMA COUNTY LYING WEST OF THE 120TH MERIDIAN. FRINGE BENEFITS TOTAL HOURLY BENEF ITS 3.43 3/HR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** 26O-0020 FLAGMEN -- : 10.78 • • • PAGE 8 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28. 1988 OCCUPATION: LANDSCAPE CONSTRUCTION LOCATION: (STATE) KING COUNTY FRINGE BENEFITS TOTAL HOURLY BENEFITS - LANDSCAPE 3.25 S/HR. STATE PLUMBER TOTAL HOURLY BENEFITS - LANDSCAPE 3 .95 S/HR. STATE EQUIPMENT OPERATOR WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ******* STATE WAGE RATE GROUP LISTING ******* 370-0030 IRRIGATION AND LANDSCAPE PLUMBERS 10 .62 -- 370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT 11.50 -- OPERATORS 370-0010 LANDSCAPING OR PLANTING LABORERS 8 .00 -- OTHER 370-9370 STATE: OVERTIME FOR LANDSCAPE LABORERS ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY AND 40 HOURS PER WEEK SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. 370-9371 STATE: OVERTIME FOR LANDSCAPE PLUMBERS AND POWER EQUIPMENT OPERATORS - ALL HOURS IN EXCESS OF 8 HRS. /DAY AND 40 HRS./WK. . MON. THRU SAT. SHALL BE PAID 1' 1/2 TIMES THE REGULAR RATE OF PAY . ALL HOURS WORKED SUNDAYS AND HOLIDAYS SHALL BE PATIO DOUBLE THE REGULAR RATE OF PAY. 370-9377 STATE: EFFECTIVE JUNE 9, 1988 THE PAYMENT OF OVERTIME RATESIS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY. MON. THRU FRI . , UNDER CONDITIONS STIPULATED IN WAC 296-127-022. PAGE 9 iIHWY-R32320-AA PREVAILING MINIMUM 'HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: LANDSCAPE CONSTRUCTION 'LOCATION: KITSAP AND PIERCE COUNTIES. • FRINGE BENEFITS TOTAL HOURLY BENEFITS - .LANDSCAPE 3 .43 S/HR. STATE LABORER TOTAL HOURLY BENEFITS - LANDSCAPE 3.25 E/HR. STATE PLUMBER TOTAL HOURLY BENEFITS - LANDSCAPE 3.95 S/HR. STATE EQUIPMENT OPERATOR 1 WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION . RATE RATE ******* STATE WAGE RATE GROUP LISTING ******* 370-0030 IRRIGATION AND LANDSCAPE PLUMBERS 10.62 -- 370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT 11.50 -- OPERATORS 370-0010 LANDSCAPING OR PLANTING LABORERS 8.46 -- OTHER • 370-9370 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK. , MON. THRU SAT., SHALL BE PAID 1 1/2- TIMES THE REGULAR RATE OF . PAY. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 370-9371 STATE: HOLIDAYS - NEW 'YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. 370-9375 STATE: EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY, UNDER THE CONDITIONS STUPULATED IN WAC 296-127-022. PAGE 10 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SAN JUAN, SK.AG IT, SNOHOM ISH, THURSTON, WHATCOM AND THE PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA FRINGE BENEFITS TOTAL HOURLY BENEFITS 4. 21 $/HR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** GROUP 1 570-5015 CRANE - OVERHEAD, BRIDGE TYPE -- 19.23 100 TONS AND OVER 570-5501 CRANE 100 TONS AND OVER OR 200 FT. OF BOOM -- 19.23 INCLUDING JIB AND OVER 570-5506 LOADER, 8 YARDS AND OVER 19.23 570-5511 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER -- 19.23 GROUP 2 570-5516 CABLEWAYS -- 18.73 570-5025 CRANE - OVERHEAD, BRIDGE TYPE -- 18.73 45 TONS THROUGH 99 TONS 570-5521 CRANE OVER 45 TONS AND UP TO 100 TONS OR -- 18.73 OVER 150 FT OF BOOM INCLUDING JIB 570-5536 HELICOPTER WINCH -- 18. 73 570-5546 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS -- 18.73 570-5730 MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR -- 18.73 SHIELD 570-5566 QUAD 9 AND SIMILAR, D-10 AND HD-41 -- 18.73 570-5541 REMOTE CONTROL OPERATOR, ETC. -- 18. 73 570-5526 ROLLAGON -- 18.73 570-5561 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER -- 18.73 570-5551 SHOVELS , BACKHDES OVER 3 YARDS TO 6 YARDS -- 18. 73 570-5556 SLIPFORM PAVERS - 18.73 PAGE 11 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION:. CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING , KITSAP, LEWIS , MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND THE PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH MERIDIAN: YAKI MA WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** GROUP 2 570-5531 TOWER CRANE -- 18 .73 570-5400 TRANSPORTERS, ALL TRACK OR TRUCK TYPE -- 18. 73 GROUP 3 570-5576 BUMP CUTTER 18.29 570-5591 CHIPPER - 18.29 570-5571 CONCRETE BATCH PLANT OPERATOR -- 18.29 570-5035 CRANE - OVERHEAD. BRIDGE TYPE -- 18.29 20 TONS THROUGH 44 TONS 570-5581 CRANES, 20 TONS THRU 45 TONS -- 18.29 57 0-5596 CRUSHERS -- 18.29 570-5601 DERRICK -- 18.29 . 570-5606 DRILLING MACHINE -- 18.29 570-5611 FINISHING MACHINE -- 18.29 570-5616 LOADERS, OVERHEAD UNDER 6 YARDS -- 18.29 570-5620 LOCOMOTIVES, ALL -- 18.29 570-5626 MECHANICS , ALL -- 18.29 570-5636 MIXERS, ASPHALT PLANT -- 18.29 570-5641 MOTOR PATROL GRADERS - FINISHING, BLUETOPS, -- 18.29 PULLING SLOPES, DITCHES, ETC. 570-5651 PILEDRIVER -- 18.29 570-5646 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM -- 18.29 ATTACHMENT 570-5676 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS -- 18.29 570-5656 SCREED MAN -- • 18.29 570-5661 SHOVELS , BACKHOES 3 YARDS AND UNDER -- ' 18.29 570-5666 SUB-GRADER - TRIMMER 18.29 PAGE 12 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS. MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND THE PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** GROUP 3 570-5681 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH. -- 18.29 GROUP 4 570-5698 A-FRAME CRANE OVER 10 TONS -- 17.93 570-5736 CONCRETE PUMPS -- 17.93 570-5706 CONVEYORS -- 17.93 570-5701 CRANES, UP TO 20 TONS -- 17.93 570-5691 DOZERS, D-9 AND UNDER, YO-YO, PAY DOZER -- 17.93 570-5771 DRIVER ON TRUCK CRANES OVER 45 TONS -- 17.93 570-5766 EQUIPMENT SERVICE ENGINEER - 17.93 570-5721 FORK LIFTS - 17.93 570-5711 HOISTS, AIR TUGGERS, ETC. -- 17.93 570-5716 LOADERS - ELEVATING TYPE -- 17.93 570-5726 MOTOR PATROL GRADER - NON-FINISHING -- 17.93 570-5731 MUCKING MACHINE, ETC. - 17.93 570-5741 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT -- 17.93 MATERIALS 570-5746 SAWS, CONCRETE -- 17.93 570-5751 SCRAPERS - CARRY ALL -- 17.93 570-5756 SPREADERS , BLAW KNOX, ETC. -- 17.93 570-5776 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. -- 17.93 570-5761 TRENCHING MACHINES -- : 17. 93 GROUP 5 570-5796 ASSISTANT ENGINEERS -- . 15.83 570-5686 BROOMS --= 15. 83 PAGE 13 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND. JEFFERSON, KING, KITS AP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE. SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND THE PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** GROUP 5 570-5821 COMPRESSORS -- 15.83 570-5831 GRADECHECKER AND STAKEMAN -- 15.83 570-2715 HYDRAI I FT S / BOOM TRUCKS 10 TONS AND UNDER -- : 15. 83 570-5791 .OIL DISTRIBUTORS, BLOWERS, ETC. 15.83 570-5786 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER - 15. 83 570-5801 PAVEMENT BREAKER -- : 15. 83 570-5806 POSTHOLE DIGGER, MECHANICAL -- 15.83 570-5811 POWER PLANT -- 15. 83 570-5826 PUMPS, WATER -- 15.83 570-5781 ROLLER, OTHER THAN PLANT ROAD MIX -- 15.83 570-5816 WHEEL TRACTORS, FARMALL TYPE -- 15. 83 OTHER 570-9570 FEDERAL: FOOTNOTE "D": 85% OF THE BASE RATE PLUS FULL . FRINGE BENEFITS MAY BE PAID ON THE FOLLOWING KINDS OF PROJECTS: 1. PROJECTS INVOLVING WORK ON BRIDGES AND STRUCTURES WHOSE TOTAL VALUE IS LESS THAN $1, 500,000 EXCLUDING MECHANICAL. ELECTRICAL AND UTILITY PORTIONS OF PAGE 14 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28. 1988 OCCUPATION: POWER EQUIPMENT OPERATORS LOCAT ION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KI TSAP. LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE• SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND THE PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH MERIDIAN: YAKI MA OTHER 570-9571 THE CONTRACT. UTILITIES INCLUDE SANITARY E STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, GAS, ELECTRICITY AND COMMUNICATIONS . . 2. PROJECTS OF LESS THAN $1,000,000 WHERE NO STRUCTURES ARE INVOLVED SUCH AS SUR FACING AND PAVING. UTILITIES ARE 570-9572 EXCLUDED FROM THE COST OF PROJECT. 3. MARI NE TYPE PROJECTS SUCH AS DOCKS E WHARFS UNDER $150,000. PAGE 15 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSCN, KING• KITSAP, LEWIS, PACIFIC, PIERCE, SKAGIT. SNOHOMISH, THURSTON AND WHATCOM COUNTIES FRINGE BENEFITS HEALTH AND WELFARE 1.95 S/HR. STATE PENSION 2.00 $/HR. STATE TRAINING FUND .26 S/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** GROUP 1A 570-5015 CRANE - OVERHEAD, BRIDGE TYPE 19.23 100 TONS AND OVER 570-5500 CRANE 100 TONS AND OVER OR 200 FT OF BOOM 19.23 -- . INCLUDING JIB AND OVER 570-5505 LOADER, 8 YARDS AND OVER 19.23 - 570-5510 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER 19.23 -- . GROUP 1 570-5515 CABLEWAYS 18.73 -- . 570-5025 CRANE - .OVERHEAD, BRIDGE TYPE 18 .73 -- 45 TONS THROUGH 99 TONS 570-5520 CRANE 45 TONS AND UP TO 100 TONS OR 18.73 -- 150 FT OF , BOOM INCLUDING JIB 570-5535 HELICOPTER WINCH 18.73 570-5545 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS 18.73 - 570-5730 MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR 18 .73 -- SHIELD 570-5565 QUAD 9 AND SIMILAR, 0-10 AND HD-41 18.73 -- 570-5540 REMOTE CONTROL OPERATOR, ETC. 18.73 -- 570-5525 ROLLAGON 18.73 -- 570-5560 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER 18.73 -- 570-5550 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS 18.73 -- 570-5555 SLIPFORM PAVERS 18.73 - 570-5530 TOWER CRANE 18.7.3 - 570-5400 TRANSPORTERS, ALL TRACK OR TRUCK TYPE 18.73 -- PAGE 16 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, PACIFIC , PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** • GROUP 2 570-5575 BUMP CUTTER 18 .29 -- 570-5590 CHIPPER 18.29 -- 570-5570 CONCRETE BATCH PLANT OPERATOR 18.29 -- 570-5035 CRANE - OVERHEAD. BRIDGE TYPE 18.29 20 TONS THROUGH 44 TONS 570-5580 CRANES, 20 TONS UP TO 45 TONS 18 .29 -- 570-5595 CRUSHERS 18.29 -- 570-5600 DERRICK 18.29 -- 570-5605 DRILLING MACHINE 18 .29 -- 570-5610 FINISHING MACHINE 18.2.9 -- 570-5615 LOADERS, OVERHEAD UNDER 6 YARDS 18 .29 -- 570-5620 LOCOMOTIVES, ALL 18 .29 -- 570-5625 MECHANICS, ALL 18.29 -- 570-5635 MIXERS, ASPHALT PLANT 18 .29 - • - 570-5640 MOTOR PATROL GRADERS - FINISHING, BLUETOPS, 18 .29 -- PULLING SLOPES, DITCHES, ETC. 570-4730 PAVE OR CURB EXTRUDER ( ASPHALT AND CONCRETE) 18 .29 -- . 570-5650 PILEDRIVER 18.29 -- 570-2975 PILEDRIVER (SKID TYPE) 18.29 -- 570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM 18 .29 ATTACHMENT 570-2565 ROTO-MILL PAVEMENT PROFILER 18.29 -- 570-5675 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS 18 .29 -- 570-5655 SCREED MAN 18. 29 -- 570-5660 SHOVELS . BACKHOES 3 YARDS AND UNDER 18 .29 -- 570-5665 SUB-GRADER - TRIMMMER 18.29 570-5680 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH. 18.29 -- GROUP 3 570-5698 A-FRAME CRANE OVER 10 TONS 17.93 -- 570-5735 CONCRETE PUMPS 17.93 -- PAGE 17 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAW, GRAYS HARBOR, ISLAND, JEFFERSON. KING, KITSAP. LEWIS, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** GROUP 3 570-5705 CONVEYORS 17.93 -- 570-5700 CRANES, UP TO 20 TONS 17 .93 -- 570-5690 DOZERS, 0-9 AND UNDER, YO-YO, PAY DOZER 17.93 570-5765 EQUIPMENT SERVICE ENGINEER 17.93 - 570-5720 FORK LIFTS 17.93 -- 570-5710 HOISTS, AIR TUGGERS, ETC. 17.93 -- 570-2695 HYDRALIFTS / BOOM TRUCKS OVER 10 TONS 17.93 -- . 570-5715 LOADERS - ELEVATING TYPE 17.93 -- 570-5725 MOTOR PATROL GRADER. - . NON-FINISHING 17.93 570-5785 OILER DRIVER ON TRUCK CRANE 17.93 -- 570-5740 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT 17.93 -- MATERIALS 570-5745 SAWS, CONCRETE 17.93 -- 570-5750 SCRAPERS - CARRY ALL 17.93 570-2815 SCRAPERS, CONCRETE 17.93 -- . 570-5755 SPREADERS , BLAW KNOX, ETC. 17 .93 -- 570-5775 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. 17.93 -- 570-5760 TRENCHING MACHINES 17.93 - GROUP 4 570-5697 A-FRAME CRANE, 10 TONS AND UNDER 15.83 570-5795 ASSISTANT ENGINEERS 15.83 -- 570-2575 BOBCAT 15.83 570-5685 BROOMS 15.83 -- 570-5820 COMPRESSORS 15 .83 570-5830 GRADECHECKER AND STAKEMAN 15.83 - 570-2715 HYDRALIFTS / BOOM TRUCKS 10 TONS AND UNDER 15.83 570-5790 OIL DISTRIBUTORS , BLOWERS, ETC. 15.83 -- 570-5800 PAVEMENT BREAKER 15.83 - 570-4735 PERMANENT SHAFT-TYPE ELEVATOR 15.83 -- 570-5805 POSTHOLE DIGGER, MECHANICAL 15.83 -- PAGE 18 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEM BE R 28. 1988 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING , KITSAP, LEWIS. PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** GROUP 4 570-5810 POWER PLANT 15 .83 -- . 570-4745 PROBE TENDER (ROTO-MILL ) 15.83 570-5825 PUMPS, WATER 15.83 570-5780 ROLLER, OTHER THAN PLANT ROAD MIX 15.83 -- 570-5815 WHEEL TRACTORS, FARMALL TYPE 15.83 -- OTHER 570-9569 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERRTIME RATES IS NOT REQUIRED FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER CONDITIONS STIPULATED IN WAC 296-127-022. 570-9570 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS/ DAY OR 40 HRS/WK.., MON . THRU FRI , AND ALL HOURS WORKED SAT. ( EXCEPT WHEN WORKED AS A MAKE-UP DAY) , SHALL BE PAID AT 1 1/2 TIMES THE REGULAR RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE. 570-9571 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. 570-9572 STATE: LEADMAN $0.30 OVER MECHANIC PAGE 19 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: SURVEYORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON. KING, KITSAP, LEWIS, MASON, PACIFIC. PIERCE, SKAGIT. SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFIT - PARTY CHIEF .00 FEDERAL TOTAL HOURLY BENEFIT - INSTRUMENT .00 FEDERAL PERSON TOTAL HOURLY BENEFIT - CHAIN PERSON .00 FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ******* STATE WAGE RATE GROUP LISTING ******* 720-0010 CHAIN PERSON 9.35 -- 720-0040 INSTRUMENT PERSON ( JUNIOR ENGINEER) 11.40 720-0060 PARTY CHIEF J 13 .40 OTHER 720-9010 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. 720-9015 STATE: NOTE - : EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF EIGHT HOURS PER DAY UNDER CONDITIONS STIPULATED IN WAC 296-127-022. PAGE 20 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES FRINGE BENEFITS HEALTH AND WELFARE 1.89 $/HR. STATE PENSION 1.82 $/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** 730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR 18.14 -- EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE 730-0080 BUGGYMOBILE AND SIMILAR 17.83 -- : 730-0100 BULK CEMENT TANKER 17 .99 -- 730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 18.01 -- LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17.66 -- LOADING OR UNLOADING TRUCKS• TRANSPORTING MATERIALS ON JOB SITES:WAREHOUSING 730-0140 BUS OR EMPLOYEE HAUL 17.66 -- 730-0250 DUMPSTERS , AND SIMILAR EQUIPMENT:TOURNO- . 18.32 -- ROCKERS, TOURNOWAGON, TOURNOTRA.I LER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT .TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION: DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 30 YDS. TO AND INCI. 40 YDS. PAGE 21 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE• AND THURSTON COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** 730-0240 DUMPSTERS , AND SIMILAR EQUIPMENT:TOURNO- 18.16 -- ROCKERS , TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA , LETCURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :OVER 20 YARDS TO AND INCL. 30 YARDS 730-0230 DUMPSTERS , AND SIMILAR EQUIPMENT:TOURNO- 17.99 -- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS 730-0220 DUMPSTERS , AND SIMILAR EQUIPMENT:TOURNO- . 17.94 -- . ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION: DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS PAGE 22 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING• KITSAP, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** 730-0210 DUMPSTERS , AND SIMILAR EQUIPMENT:TOURNO- 17.78 -- ROCKERS, TOURNOWAGON. TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION: DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :OVER 5 YARDS TO AND INCL. 12 YARDS 730-0200 DUMPSTERS , AND -SIMILAR EQUIPMENT:TOURNO 17.56 -- . ROCKERS , TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA , LETOURNEAU. WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION: DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:UP TO AND INCLUDING 5 YARDS 730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18 .48 -- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION :DUMP TRUCKS , SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS CR COMBINATIONS THEREOF:OVER 40 YARDS TO AND INCL . 55 YARDS 730-0405 ESCORT DRIVER OR PILOT CAR 12.50 730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.88 -- EQUIPMENT 730-0460 FLAHERTY SPREADER 17.99 -- PAGE 23 HWY-R32320-AA . PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR• JEFFERSON, KING, KITSAP, LEWIS. MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** 730-0500 FLATBED TRUCK• DUAL REAR AXLE 17.77 730-0490 FLATBED TRUCK, SINGLE REAR AXLE 15.75 -- 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY 17.66 SERVICE MAN AND/OR TIRE SERVICE MAN 730-0670 HYSTER OPERATORS (HAULING BULK LOOSE 17.83 AGGREGATES) 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND 17.56 BATCH PLANTS 730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100 18.32 TONS GROSS 730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50 17.88 -- TONS GROSS 730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS 18.16 -- - GROSS TO AND INCLUDING 100 TONS GROSS 730-0800 MECHANIC 18.00 730-0810 MECHANIC HELPER 17.41 -- . 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) 17.99 730-1035 OIL/TRANSPORT TANKER 15.37 730-1025 PICK-UP SWEEPER 15.75 -- 730-1010 PICK-UP TRUCK 15.75 -- 730-1100 SCISSORS TRUCK 17.66 -- 730-1140 SLURRY TRUCK DRIVER 17.68 -- 730-1160 SNO-GO AND SIMILAR EQUIPMENT 17.88 -- 730-1190 STRADDLE CARRIER (ROSS. HYSTER ANC SIMILAR) 17.83 730-1200 SWAMPER 17.56 -- 73 0-1300. TEAM DRIVER 17.61 -- 730-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN 17.66 -- TEAMSTER JURISDICTION) 730-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.85 CONSTR. :OVER 16 YDS. TO AND INCL. 20. YDS . 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.69 -- CONSTR. :OVER 12 YDS . TO AND INCL. 16 YDS. 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.53 - CONSTR. :OVER 10. YDS . TO AND INCL . 12 YDS. PAGE 24 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28. 1988 OCCUPATION: TEAMSTERS LOCATION: CLAILAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** 730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.36 -- CONSTR.:OVER 8 YDS. TO AND INCL. 10 YDS. 730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.20 CONSTR. :OVER 6 YDS. TO AND INCL. 8 YDS. 730-1515 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.04 -- CONSTR. : OVER 4 1/2 YDS TO AND INCL. 6 YDS. 730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 19 .01 -MO CONSTR. :OVER 20 YDS . 730-1501 TRANSIT-MIX, USED EXCLUSIVELY IN HEAVY 17.87 -- CONSTR. - 0 YDS. TO AND INCL. 4 1 /2 YDS. 730-1750 VACUUM TRUCK 17.66 -- 730-1810 WAREHOUSEMAN AND CHECKERS 17.56 -- 7.30-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17.99 730-2000 WATER WAGON AND TANK TRUCK: UP TO 1600 17.66 -- GALLONS 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS 17.83 TO 3000 GALLONS 730-2210 WINCH TRUCK: DUAL REAR AXLE 17 .88 -- . 730-2200 WINCH TRUCK: SINGLE REAR AXLE 17.66 -- 730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT 17.66 OTHER 730-9730 STATE: OVERTIME - .ALL. HOURS WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK., MON . THRU FRI ., AND ALL HOURS WORKED ON SATURDAYS , ( EXCEPT WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID AT 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. PAGE 25 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES OTHER 730-9731 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. PAGE 26 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON. KING, KITSAP, KITTITAS, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, PACIFIC ( THE PORTION NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN' , AND THE PORTIONS OF THE FOLILOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.64 $/HR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** 730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR -- 17.64 EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE 730-0080 BUGGYMOBILE AND SIMILAR 17.33 730-0100 BULK CEMENT TANKER -- 17.49 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN -- 17.16 LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:WAREHOUSING 730-0120 BULL .LIFTS, OR SIMILAR EQUIPMENT USED IN -- 17.51 LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING 730-0140 BUS OR EMPLOYEE HAUL -- -- 730-0145 CHECKERS -- 17.06 730-0200 DUMPSTERS , AND SIMILAR EQUIPMENT:TOURNO- -- 17.16 ROCKERS, TOURNOWAGON, TOURNOTRAILER. CAT OW SERIES, TERRA COBRA , LETCURNEAU, WEST INGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURI SDICT.ION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:UP TO AND INCLUDING 5 YARDS PAGE 27 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSON, KING , KITSAP, KITTITAS, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT. SNOHOMISH, •THURST©N, WHATCOM• PACIFIC ( THE PORTION NORTH OF THE WAHKL.AKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , AND THE PORTIONS OF THE FOLLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS. OKANOGAN AND YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL_ CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** 730-0240 DUMPSTERS. AND SIMILAR EQUIPMENT:TOURNO- -- 17.66 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE. END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS 730-0260 DUMPSTERS , AND SIMILAR EQUIPMENT:TOURNO- : -- . 17.98 ROCKERS, TOURNOWAGON. TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURTSDICTION: DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS 730-0250 DUMPSTERS , AND SIMILAR EQUIPMENT:TOURNO- -- 17.82 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA , LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION :DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 30 YDS . TO AND INCL . 40 YDS. PAGE 29 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28. 1988 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR. ISLAND, JEFFERSON, KING, KITSAP, KITTITAS. LEWIS, MASON. PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN ). AND THE PORTIONS OF THE FOLLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** 730-0230 DUMPSTERS . AND SIMILAR EQUIPMENT:TOURNO -- 17.49 ROCKERS, TOURNOWAGON. TOURNOTRAILER. CAT DW SERIES, TERRA COBRA, LETOURNEAU. WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION: DUMP TRUCKS, SIDE. END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS 730-0220 DUMPSTERS . AND SIMILAR EQUIPMENT:TOURNO- -- 17.44 ROCKERS, TOURNOWAGON. TOURNOTRAILER, CAT DW SERIES, TERRA COBRA. LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID. TWO AND FOUR-WHEELED POWER TRACTOR WTH.TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND. TRAINS OR COMBINATIONS THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS 730-0210 DUMPSTERS . AND SIMILAR EQUIPMENT:TOURNO- 17.38 ROCKERS, TOURNOWAGON, TOURNOTRAILER. CAT DW SERIES , TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY, WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :OVER 5 YARDS TO AND INCL. 12 YARDS PAGE 28 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28. 1988 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP, KITTITAS, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN ), AND THE PORTIONS OF THE FOLLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** 730-0400 ESCORT DRIVER - 12. 00 730-0410 EXPLOSIVE TRUCK (FIELD MIX ) AND SIMILAR -- 17.38 EQUIPMENT 730-0460 FLAHERTY SPREADER -- 17.16 730-0500 FLATBED TRUCK. DUAL REAR AXLE -- 17.27 730-0490 FLATBED TRUCK, SINGLE REAR AXLE -- 15.25 730-0610 FUEL TRUCK, GREASE TRUCK. GREASER, BATTERY - 17. 16 SERVICE MAN AND/OR TIRE SERVICE MAN 730-0670 HYSTER OPERATORS (HAULING BULK LOOSE -- 17.33 AGGREGATES) 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND -- 17.06 BATCH PLANTS 730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100 -- 17. 82 TONS GROSS 730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50 - 17.38 TONS GROSS 730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS - 17.66 GROSS TO AND INCLUDING 100 TONS GROSS 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) -- 17.38 730-1010 PICK-UP TRUCK -- 15.25 730-1020 PILOT CAR -- 12.00 730-1100 SCISSORS TRUCK - 17.16 730-1140 SLURRY TRUCK DRIVER -- 17.38 730-1160 SNO-GO AND SIMILAR EQUIPMENT -- 17.38 730-1190 STRADDLE CARRIER (ROSS, HYSTER AND SIMILAR) -- 17.33 730-1200 SWAMPER -- 17. 06 730-1300 TEAM DRIVER -- 17. 11 730-1350 TRACTOR, SMALL RUBBER-TIRED ( WHEN USED WITHIN - 17.16 TEAMSTER JURISDICTION) PAGE 30 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: TEAMSTERS LOCATION: CLAILAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS. LEWIS. MASON, PIERCE, SAN JUAN. SKAG I T, SNOHOMISH, THURSTON, WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM 'COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). AND THE PORTIONS OF THE FOLLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN,.•DOUGLAS. OKANOGAN AND YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** 730-1415 TRANSIT MIX, -- : 17.70 OVER 6 YDS. TO AND INCLUDING 8 YDS. 730-1405 TRANSIT MIX, -- 17.54 OVER 4 YDS. TO AND INCLUDING 6 YDS. 730-1447 "TRANSIT MIX, -- 18 .35 OVER 16 YDS. TO AND INCLUDING 20 YDS. 730-1445 TRANSIT MIX, -- 18.19 OVER 12 YDS. TO AND INCLUDING 16 YDS. 730-1435 TRANSIT MIX, -- 18.03 OVER 10 YDS. TO AND INCLUDING 12 YDS. 730-1425 TRANSIT MIX. -- 17.86 OVER 8 YDS. TO AND INCLUDING 10 YDS. 730-1451 TRANSIT MIXERS AND TRUCKS HAULING CONCRETE: -- 18.51 OVER 20 YDS. . 730-1500 =TRANSIT-MIX, 0 TO AND INCLUDING 4.5 YDS. -- 17.37 730-1750 VACUUM TRUCK -- 17.16 730-1810 WAREHOUSEMAN AND CHECKERS -- 17.06 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17.49 730-2000 WATER WAGON AND TANK TRUCK: UP TO 1600 -- 17.16 GALLONS 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS -- 17.33 TO 3000 GALLONS 730-2210 WINCH TRUCK: DUAL REAR AXLE -- 17.38 730-2200 WINCH TRUCK: SINGLE REAR AXLE -- 17.16 730-2220 WRECKER. TOW TRUCK AND SIMILAR EQUIPMENT -- 17.16 PAGE 31 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28. 1988 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, K.ITTITAS, LEWIS, MASON. PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, PACIFIC ( THE PORTION NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN ), AND THE PORTIONS OF THE FDLLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS, OKANOGAN ANC YAKIMA OTHER 730-9730 FEDERAL: FOOTNOTE "D" - 85% OF THE BASE RATE PLUS FULL FRINGE BENEFITS MAY BE PAID ON THE FOLLOWING PROJECTS: 1. PROJECTS INVOLVING WORK ON BRIDGES AND STRUCTURES WHOSE TOTAL VALUE IS LESS THAN $1, 500,000 EXCLUDING MECHANICAL, ELECTRICAL AND UTILITY PORTIONS OF THE 730-9731 CONTRACT. UTILITIES INCLUDE SANITARY & STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, GAS, ELECTRICITY AND COMMUNICATIONS. 2. PROJECTS OF LESS THAN $1 ,000.000 WHERE NO STRUCTURES ARE INVOLVED SUCH AS SUR- FACING AND PAVING. UTILITIES ARE 730-9732 EXCLUDED FROM THE COST OF PROJECT. 3. MARINE TYPE PROJECTS SUCH AS DOCKS 6 WHARFS UNDER $150,000. PAGE 32 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: TRAFFIC CONTROL STRIPERS LOCATION: STATEWIDE (EXCEPT CLARK, COWLITZ. KLICKITAT, PACIFIC-THAT PORTION SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN. SKAMANIA, AND WAHKIAKUM COUNTIES ) FRINGE BENEFITS TOTAL HOURLY BENEFITS 1.97 $/HR. FEDERAL WAGE RATES OCCUPATION • OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** 820-0020 JOURNEYMAN - 17. 15 • PAGE. 33 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES NOVEMBER 28, 1988 OCCUPATION: TRAFFIC CONTROL STRIPERS LOCATION: STATEWIDE FRINGE BENEFITS APPRENTICE TRAINING .06 S/HR. STATE HEALTH AND WELFARE 1.70 1/HR. STATE PENSION .50 1/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ******* STATE WAGE RATE GROUP LISTING ******* 820-0010 FOREMAN 20.12 820-0020 JOURNEYMAN 17 .15 -- OTHER 820-9820 STATE: OVERTIME - :ALL HOURS WORKED IN EXCESS OF 8 HOURS. PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT 1 1/2 TIMES THE REGULAR RATE OF PAY. 820-9821 PLEASE NOTE: EFFECTIVE JUNE 9. 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST •TWO HOURS IN EXCESS OF EIGHT HOURS PER DAY, MONDAY THROUGH FRIDAY. UNDER CONDITIONS 'STIPULATED IN WAC 296-127-022 . PAGE . 34 -iyf••st.,.-1r6,,L''y;• t,, ' ; •x.,'; �'`,•3:'p it'->..t�t''t�';Tr.�F;..:.r3,+ii�`:i ds;:•fi:j., r'C''�.A. "?:fj:",�,K,;'y:q._•��t:v!�. f'+1..xa.,,`•J.,_ , ,e.� r:":t ; is y,,: 'J. • • • • • • • • • • • • • y_ J ..=':;! -'s , ^iVi• 3 f44'' . .1},,t{ a,, _ il, , • s '4• , , _ .F 4u, .;.if{- . } rya . A' 4. . t . ; •- .k ,'� -i' •' 0) ferfit y. �. ;`: : •5, ' •� c 'uFk3+a.,--,5,, ..'�,t',.4n•� ' -'•;,✓!t i.; +a . - ,r. 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F: .i:l g � .I r �42 .,1l7 i- 9 T f • "' •H ,;'rA�. , r- : ^c ' � �} `? i k;f : - , r ` l ; ' `e'i,` .�r_ '• M1 a .r•• Ywt"'' -, t � -�_'�4fk . 4 T -, '' ;` Z`•6��`::ya, T'+ ,r;� ; _ ,. y � � ..�;+r, .•; n,•.'•},e„F _!,' ,. <I t , rid!<, ' .1,i . , .t yifr w+3,._� ✓ 'Yf/ri ': ::; - < r4 i 4: . - 1 - - 4. • • • ;S_UPPLEMENTAL PROVISIONS • !-` 0 ••- ' - star!; t S j. a. •n l ' k �r • a�, . ter,: , I` - i{a'j',�•• rt l,'▪ „rf'�•:� yY� • . V:'^'r' -!•�^ `fit ':J.'•Y::^. Jl,".�' M� :t.:e�r,. ,', `,- .I� ••d '�r.• � :t•'ti ,{ ft' ;' r,'ti,`" =i" `}.,sf,t'��. 'A ,d`yy;S - rr,. � _ - �If f.4. ,s'' • •• •'• }'. 5., is•)._ "•,y3•vd'�•3(t, r ; �1� ��r u;` rp .� • • 'Y„��' -`INN(' i'I lL ,.La a. ` 'I tf s'`tit.. t '� i+' '+S is 't' • • 1 r -rr ,',,:• rF . - ,'ri' fir'',1 ,;•�; 'Vary ,P,; +.{••'y. r; _ :J• • -l'�'' ar',_ .1 „*'. 'r, .•j:.•nr f.ii. 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'Y• ,.-i,•,•,'n'"fr rl ' , % ''i' 1;4f 1I �',: : .Il.-.• ;',.•• tia};{Yti r' ;{v.r..,'hr`11:tfc:• ,a a-„w-'1' si,}''`1�� ..: `' '!F•�444 /0 '" Wt:?}-a1,r ' �(r:`'*}, f w• .s''.7;rc:'`f r,.•4 •.r ; ' •�i � I 15.,r, � .4,. • r,;s.:,. :, , a. s }r�b,+ '•: J �c.:H.:?l:ft .,v�vY-�;r,':,r.� l•` th, �, Y_ , , _, ,f,' +,;,. s ' : . :• i'� :� .a`' ' " * • • ▪ • • r. 3=. ,. •i!. ra f ,i :I '., , 11. - ' ' t•,rg�,4 1. r. - 1 '4 � r• I;, <.n.•• YJi,•' •, � ' ri , , .i q', '1` ,,:'1• .f:•t., • '."i ,J1 T-. ite,' , ?,;;'., • kQ�}.,'f • i rl 3;" '„%Y'f%:};aA--' %• T i'yr,-:'�t.,l�i'• ` ._ - -.Yv:_%•I`4..7- .+:,.•..I•J?'. .a .. -...., , , .- , , r - ,.. .•4;••# �e'•.n_:':,is:,'%V'»..tt'Qdb�.;.;:A' CITY OF RENTON STANDARD SPECIFICATIONS THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION 1984 EDITION SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER tITH THE LAWS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY CF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL PROVISIONS HEREIN. A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. NOTE: THE SPECIAL AND SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. STANDARD PLANS THE STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (REV.04/01/85) ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE CITY OF RENTON STANDARD PLANS BOUND HEREIN. A COPY OF THESE STANDARD PLANS AND CITY OF RENTON STANDARD PLANS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. HEADINGS HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SUB-ARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS. SUPPLEMENTAL AND SPECIAL PROVISIONS STRUCTURE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION", THE SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SECTIONS ARE MARKED "ADDITIONAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. DIVISION I GENERAL REQUIREMENTS 1-01 DEFINITION AND TERMS 1-01.10 DEPARTMENT, DEPARTMENT OF TRANSPORTATION (ADDITIONAL SECTION) WHEN THESE SPECIFICATIONS REFER TO THE DEPARTMENT OR DEPARTMENT OF TRANSPORTATION THIS REFERENCE WILL ALSO INCLUDE THE CITY WHERE APPLICABLE. 1-0.1.11 ENGINEER (REPLACEMENT SECTION) THE DIRECTOR OF PUBLIC WORKS, ACTING DIRECTLY OR THROUGH HIS AUTHORIZED REPRESENTATIVES. 1-01.23 SECRETARY, SECRETARY OF TRANSPORTATION (SUPPLEMENTAL SECTION) THE CHIEF EXECUTIVE OFFICER TO THE DEPARTMENT SHALL ALSO REFER TO THE DIRECTOR OF PUBLIC WORKS. 1-01.26 STANDARD SPECIFICATIONS (ADDITIONAL SECTION) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: AWWA AMERICAN WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS NEC NATIONAL ELECTRICAL CODE 1-01.27 STATE (ADDITIONAL SECTION) THE STATE SHALL ALSO REFER TO THE CITY OF RENTON AND ITS AUTHORIZED REPRESENTATIVES WHERE APPLICABLE. 1-01.37 WORKING DRAWINGS (REPLACEMENT SECTION) THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MATERIALS,EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER. 1-01.38 ACT OF GOD (ADDITIONAL SECTION) "ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE WORK, SHALL NOT BE CONSTRUED AS AN ACT OF GOD. 1-01.39 OR EQUAL (ADDITIONAL SECTION) WHERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECOMMENDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION. 1-01.40 APPROVAL (ADDITIONAL SECTION) THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE OWNER. Supplemental Specifications (Rev 02/09/87) Page 2 1-02 BID PROCEDURES AND CONDITIONS-f� 1-02.2 PLANS AND SPECIFICATIONS (REPLACEMENT SECTION) COPIES OF PLANS AND SPECIFICATIONS (BIDDING DOCUMENTS) WILL BE ON FILE IN THE DESIGN ENGINEERING SECTION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 200 MILL AVENUE SOUTH, RENTON WA. 98055. BIDDING DOCUMENTS MAY BE OBTAINED AT THE ABOVE OFFICE, OR BY MAIL, ON RECEIPT OF THE FEES AS SET FORTH IN THE CALL FOR BIDS. MAKE CHECKS PAYABLE TO THE CITY OF RENTON. 1-02.6(1) PROPRIETARY INFORMATION VENDOR SHOULD IDENTIFY CLEARLY ANY MATERIAL(S) WHICH CONSTITUTE '(VALUABLE) FORMULAE, DESIGNS, DRAWINGS, AND RESEARCH DATA' SO AS TO BE EXEMPT FROM PUBLIC DISCLOSURE, RCW 42.17.310, OR ANY MATERIALS OTHERWISE CLAIMED TO BE EXEMPT, ALONG WITH A STATEMENT OF THE BASIS FOR SUCH CLAIM OF EXEMPTION. THE DEPARTMENT (OR STATE) WILL GIVE NOTICE TO THE VENDOR OF ANY REQUEST FOR DISCLOSURE OF SUCH INFORMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DATE OF SUBMISSION. FAILURE TO SO LABEL SUCH MATERIALS OR FAILURE TO TIMELY RESPOND AFTER NOTICE OF REQUEST FOR PUBLIC DISCLOSURE HAS BEEN GIVEN SHALL BE DEEMED A WAIVER BY THE SUBMITTING VENDOR OF ANY CLAIM THAT SUCH MATERIALS ARE, IN FACT, SO EXEMPT. 1-02.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON , WASHINGTON, BY FILING WITH THE CITY CLERK, MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER THE CALL FOR BIDS AND WILL BE OPENED AND PUBLICLY READ ALOUD. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 CONSIDERATION OF BIDS (ADDITIONAL SECTION) ALL BIDS WILL BE BASED ON TOTAL SUM OF ALL SCHEDULES OF PRICES. N0 PARTIAL BIDS WILL BE ACCEPTED UNLESS SO STATED IN THE CALL FOR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEVER TO AWARD ALL OR ANY SCHEDULE OF A BID TO THE LOWEST BIDDER AT ITS DISCRETION. 1-04 SCOPE OF THE WORK 1-04.5 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) ANY QL STIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS TO THE MEANING OR INTENT OF ANY PART OF THE PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT OF THE DAMAGE OR DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE Supplemental Specifications (Rev 02/09/87) Page 3 1-05.5(1) CONSTRUCTION STAKING (REPLACEMENT SECTION) THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 25 FEET FOR BATTER BOARDS OR 50 FEET FOR LASER, SET IN ADVANCE OF THE WORK. WHENEVER WORK IS IN PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CONSTRUCTION GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER. SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GRADE OF 0.50 PERCENT OR LESS. AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE 'DESTROYED AND REQUIRE RESETTING, A SUM SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT. THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING; 1. REQUESTS FOR USE, LISTING EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. 2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL METHODS. 3. PROPER ANCHORING OF PIPE IS PERFORMED IN LOCATIONS WHERE A BOX IS BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFERRING ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND MARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS, ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE, UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. 1-05.5(2) CONTRACTOR PROVIDED CONSTRUCTION STAKING (NEW SECTION) WHERE THE CONTRACTOR IS REQUIRED TO PROVIDE CONSTRUCTION STAKING HE SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING NEEDED IN CONJUNCTION WITH THE PROJECT. THIS STAKING SMALL CONSIST OF, BUT NOT BE LIMITED TO: ROADWAY CENTERLINE SANITARY SEWER SLOPE STAKING FIRE HYDRANTS CURBS AND GUTTERS STREET LIGHTING GRADING AND PAVING INDERGROUNDING POWER & TELEPHONE TELEMETRY TRAFFIC SIGNAL SYSTEM STORM DRAIN SYSTEM PSP&L CO. & P.N.W.B. VAULTS MONUMENTS MONUMENT REFERENCE/STRADDLE POINTS SIGNAL SYSTEMS & POLES Supplemental Specifications (Rev 02/09/87) Page 6 1-05.5(2) CONTINUED THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE ALL REPLACEMENT STAKING OR RE-STAKING NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING. THE CONTRACTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET OF THE FIELD NOTES WHICH SHALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES SHALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AND OFF SET AND CUT TO EACH TEE, VALVE, BEND, HYDRANT, MANHOLE, CULVERT, CATCH BASIN, INLETS, CLEANOUTS, SIDESEWER, WATER SERVICE, CURB, GUTTER, SIDEWALK, AND ALL'OTHER CHANGES IN ALIGNMENT OR (MADE AS MAY BE NEEDED TO DRAW ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT. THESE NOTES SHALL BE KEPT LEGIBLY, IN A FORMAT CONFORMING TO GOOD ENGINEERING PRACTICE IN A HARD COVERED FIELD BOOK SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE CITY ON REQUEST. THE LLMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. ALL ROADWAY STAKING, SUCH AS CENTERLINE, CURBS AND GUTTERS, AND GRADING AND ;PAVING SHALL BE DONE AT A MINIMUM OF 25 FOOT CENTERS. A COPY OF ALL CUT-SHEETS AND SIMILAR WORK SHALL BE GIVEN TO THE CITY AND A COPY OF THE SURVEY CONTROL NOTES SHALL BE GIVEN TO THE CITY WHEN DONE. 1-05.5(3) CONTRACTOR PROVIDED AS-BUILT INFORMATION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STATION, OFFSET, AND DEPTH BELOW PAVEMENT, OF ALL EXISTING UTILITIES UNCOVERED OR CROSSED DURING HIS WORK AS COVERED UNDER THIS PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SURVEYOR LOCATE BY CENTERLINE STATION, OFFSET AND ELEVATION, EACH MAJOR ITEM OF WORK DONE UNDER THIS CONTRACT. MAJOR ITEMS OF WORK SHALL BE DEFINED TO INCLUDE THE FOLLOWING ITEMS: MANHOLES CATCH BASINS AND INLETS VALVES VERTICAL AND HORIZONTAL BENDS JUNCTION BOXES CLEANOUTS SIDE SEWERS STREET LIGHTS & STANDARDS HYDRANTS MAJOR CHANGES IN DESIGN GRADE(S) VAULTS CULVERTS AFTER THE COMPLETION OF THE WORK COVERED BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SHALL PROVIDE TO THE CITY THE HARD COVER FIELD BOOK(S) CONTAINING THE CONSTRUCTION STAKING, AND AS-BUILT NOTES; AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE NOTES OF THE CONTRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE AS-BUILT LOCATION OF THE NEW WORK AS RECORDED IN THE FIELD BOOK(S). THIS DRAWING SHALL BEAR THE SURVEYORS SEAL AND SIGNATURE CERTIFYING ITS ACCURACY. THE LUMP SUM NIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT TIE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. Supplemental Specifications (Rev 02/09/87) Page 7 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT THE WORK IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORK SHALL BE MADE BY THE OWNER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY SHALL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WORK UNDER THE CONTRACT, INCLUDING ANY CLAIM FOR CHANGED CONDITIONS OR CHANGED WORK ORDERS OR EXTRA WORK, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR ADDITIONAL COMPENSATION. - _ 1-05.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO THE CITY CLERK, OR IF SENT BY REGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS. 1-05.16 ERRORS AND OMISSIONS (NEW SECTION) IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS OR OMISSIONS IN THE CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES AWARE CF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISK. M 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.4 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FACILITIES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION SHALL BE MADE. 1-07.7 LOAD LIMITS (REPLACEMENT SECTION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CHAPTER . 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT. THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THE PROJECT, LISTING TIE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS. 1-07.9 WAGES (REPLACEMENT SECTION) THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDMENTS AND ADDITIONS THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT. WHEN FEDERAL WAGE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER WA 83-5110. Supplemental Specifications (Rev 02/09/87) Page 8 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF IT SHALL NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF WAGES SHOWN IN THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIGHHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY GOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND LABOR AND INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILING WAGE", A COPY OF THE PREVAILING WAGE RATES FCR THE PROJECT UPON WHICH THE CONTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONCERNING PREVAILING WAGES MAY BE MADE. ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES AND BY THE U. S. SECRETARY OF LABOR, IF THERE IS A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NOT LESS THAN THE WAGE WHICH IS THE HIGHER OF THE TWO. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U. S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U. S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WORK OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE. IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES. BEFORE THE CITY WILL RELEASE EACH PROGRESS ESTIMATE PAYMENT CHECK, THE CONTRACTOR MUST SUBMIT A "CERTIFICATION BY GENERAL CONTRACTOR"(FORM SUPPLIED BY CITY), CONFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. ,- Supplemental Specifications (Rev 02/09/87) Page 9 1-07.9 CONTINUED ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL ALSO FURNISH WEEKLY PAYROLL STATEMENTS TO THE ENGINEER. IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER, I.E.: 10-0010 YAK.E. THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AUDIT BY RREPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CONTRACT AND FOR A PERIOD OF NOT LESS THAN THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TERMS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TO BE COMMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN. BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR, A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L & I NUMBER 700-29) AS SIGNED AND APPROVED BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. UPON COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L & I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCW 60.28.010, ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE OF $12.50 PER EACH "STATEMENT CF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REQUIRED TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL MAKE ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS CONTRACT. IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. 1-07.11(9) SUBCONTRACTING (ADDITIONAL SECTION) BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND OF WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNTS PAID TO MINORITY BUSINESS AND OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS. 1-07.11(10) RECORDS AND REPORTS (REPLACEMENT SECTION) THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY THE PUBLIC WORKS DIRECTOR: 1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257 2. EACH JULY - STATE HIGHWAY FORM PR-1391 THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE PRECONSTRUCTION MEETING. Supplemental.Specifications (Rev 02/09/87) Page 10 1-07.11(10) CONTINUED AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AND WHICH COMES 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, WHICH THE CONTRACTOR WILL NEED TO COMPLETE, STATING AS TO WHETHER HE, HIS FIRM, ASSOCIATION, PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SO, WHETHER OR MDT HE HAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING REQUIREMENTS. FAILURE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION OF HIS BID. IF A PROPOSAL LACKS AN EEO REPORT CERTIFICATE, AND THE CONTRACTOR WOULD OTHERWISE BE AWARDED THE CONTRACT, THE CONTRACTOR SHALL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS TO PROVIDE THE SAME. IF THE CONTRACTOR REFUSES OR FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE PROPOSAL GUARANTEE, IN THE FORM OF BOND, CHECK, OR CASH WHICH ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY. WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND•SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY CF LABOR, REVISED MAY 21, 1968, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT TOGETHER 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 PROJECT. 1-07.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION) THE WORK SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCUR ON OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT. IF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO, THE OWNER MAY, ITSELF OR BY THE EMPLOYMENT OF SOME OTHER PERSON, MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SHALL BE CHARGED TO THE CONTRACTOR. THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT AND THE METHOD OF PROSECUTING THE WORK. DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY. NO PORTION OF THE WORK WHOSE SATISFACTORY QUALITY CR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OVERCOME THEM. 1-07.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE PROJECT LIMITS AND ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE PREPARED TO USE WATERING TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY TIE ENGINEER, TO AVOID CREATING A NUISANCE. Supplemental Specifications (Rev 02/09/87) Page 11 1-07.16 CONTINUED DUST AND MUD CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL BE MADE FOR THIS SECTION. COMPLAINTS OF DUST, MID OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEM WILL BE REQUIRED BY THE CONTRACTOR. 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (ADDITIONAL SECTION) THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY. THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MATERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT MAY BE REQUIRED FOR TEMPORARY CONSTRICTION FACILITIES OR STORAGE OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, CR OTHER TEMPORARY WORK AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NOT BE OPEN FOR MORE THAN 48 HOURS. B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT. C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHALL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WAY, THE CONTRACTOR SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE IT IN SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF CONSTRICTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT IS NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BACKFILLED. THE LAWN AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY Supplemental Specifications (Rev 02/09/87) Page 12 1-07.16 CONTINUED OBSTACLES SHALL BE REMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACE, AFTER THE TRENCH IS BACKFILLED, IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON EASEMENTS OR RIGHTS-OF-WAY. DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER. THE ORIGINAL CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TO CONSTRUCTION. ALL SUCH WORK SHALL BE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS AND THE OWNER AT THE EXPENSE OF THE CONTRACTOR. D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED. IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIATELY AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR. 1-07.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION) LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTING FACILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. CALL BEFORE YOU DIG THE 48 HOUR LOCATORS 1-800-424-5555 IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE, SEWERS, UNDERDRAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS DIRECTED BY THE CITY. 1-07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE(REPLACEMENT SECTION-FEDERAL AID CONTRACTS ONLY) THE CONTRACTOR SHALL OBTAIN AND KEEP IN FORCE DURING THE TERM OF THE CONTRACT, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE WITH COMPANIES OR THROUGH SOURCES APPROVED BY THEE STATE INSURANCE COMMISSIONER PURSUANT TO TITLE 48 RCW. THE AMOUNT OF COVERAGE SHALL NOT BE LESS THAN A SINGLE LIMIT OF $1,000,000.00 FOR BODILY INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURRENCE. CERTIFICATION BY THE CONTRACTOR THAT A POLICY HAS BEEN OBTAINED FROM A PARTICULAR COMPANY AND IS IN EFFECT SHALL BE FORWARDED TO THE ENGINEER WITH THE SIGNED CONTRACT AS PROVIDED IN SECTION 1-03.3. AS SOON AS POSSIBLE, BUT NOT LATER THAN THE DATE UPON WHICH REQUEST IS MADE BY THE CONTRACTOR FOR THE INITIAL PROGRESS ESTIMATE PAYMENT TO BE PAID UDER THIS CONTRACT PURSUANT TO SECTION 1-09.9, THE CONTRACTOR SHALL FORWARD TO THE SECRETARY THE ORIGINAL POLICY OBTAINED. IF A POLICY CURRENTLY IN FORCE SATISFYING THE ABOVE REQUIREMENTS HAS BEEN PREVIOUSLY FILED WITH THE ENGINEER, THE Supplemental Specifications (Rev 02/09/87) Page 13 1-07.18 CONTINUED CONTRACTOR MAY SUBMIT, IN LIEU OF AN ADDITIONAL COPY OF THE POLICY, A CERTIFICATION BY THE INSURANCE COMPANY ISSUING THE POLICY THAT ITS COVERAGE HAS BEEN EXTENDED TO THIS CONTRACT AND SETTING FORTH THE BASIC COVERAGE LIMITS. THE CITY WILL PAY NO PROGRESS ESTIMATE PAYMENTS UNDER SECTION 1-09.9 UNTIL THE CONTRACTOR HAS FULLY COMPLIED WITH THIS SECTION. THIS REMEDY IS NOT EXCLUSIVE: AND THE CITY MAY TAKE SUCH OTHER ACTION AS IS AVAILABLE TO IT UNDER OTHER PROVISIONS OF THIS CONTRACT, OR OTHERWISE IN LAW. COVERAGE IN THE MINIMUM AMOUNT SET FORTH HEREIN SHALL NOT BE CONSTRUED TO RELIEVE THE CONTRACTOR FROM LIABILITY IN EXCESS OF SUCH COVERAGE. 1-07.23(1) PUBLIC CONVENIENCE AND SAFETY (ADDITIONAL. SECTION) THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION. THE NOTICE SHALL CONTAIN A DESCRIPTION OF THE SCOPE OF THE PROJECT, THE CONTRACTORS NAME AND ADDRESS, THE CONTRACTORS REPRESENTATIVES NAME AND OFFICE AND EMERGENCY PHONE NUMBERS AND THE OWNERS REPRESENTATIVES NAME AND PHONE NUMBER. THE NOTICE SHALL BE MAILED OR DELIVERED TO EACH PROPERTY USING A PLASTIC ENVELOPE TO BE HUNG ON THE DOOR HANDLE. PLASTIC ENVELOPES WILL BE SUPPLIED BY THE CITY ON REQUEST. THE CONTRACTOR SHALL ALSO NOTIFY ALL LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS, AND SCHOOL DISTRICTS PRIOR TO CONSTRUCTION. NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER ON REQUEST. THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. 1-07.23(3) FLAGMEN, BARRICADES, AND SIGNS (REPLACEMENT SECTION) FLAGMEN, BARRICADES, SIGNLS AND TRAFFIC CONTROL FURNISHED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY THE U. S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U. S. GOVERNMENT PRINTING OFFICE, WASHINGTON, D.C., 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REQUIRED FOR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE REQUIRED. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN , AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS OF RESULT OF HIS OPERATIONS (SEE M.U.T.C.D.). IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIQHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD. ALL COSTS IN CONNECTION WITH THE PROTECTION AND MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE CONSIDERED INCIDENTAL TO THE WORK INVOLVED OR SHALL BE INCLUDED IN THE LUMP SUMO PRICE ITEM "TRAFFIC CONTROL" IF SUCH AN ITEM IS INCLUDED IN THE PROJECT. TRAFFIC MOVEMENT SHALL HEREIN BE DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. THE ENGINEER SHALL BE THE CITY OF RENTON PUCK WORKS DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE (i.e. PROJECT ENGINEER, INSPECTOR) AS USED THROUGHOUT THIS SPECIFICATION. THE FOLLOWING IS A SUMMARY OF REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPERATIONS ON THIS PROJECT, BUT DOES NOT Supplemental Specifications (Rev 02/09/87) Page 14 1-7.23(3)CONTINIEED LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS: 1. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AS WELL AS THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) "TRAFFIC CONTROL IN CONSTRUCTION AND MAINTENANCE WORK ZONES" TECHNICAL REPORT MAY 1977, SHALL BE USED AS A GUIDELINE FOR THIS PROJECT. 2. SAMPLE TRAFFIC CONTROL PLANS ARE INCLUDED AS A PART OF THIS DOCUMENT. AT THE PRE-CONSTRUCTION CONFERENCE THE CONTRACTOR SHALL PRESENT THE PLAN TO BE USED ON THIS PROJECT AND DESIGNATE THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE WORK SITE. THE TCP SHALL INCLUDE DESCRIPTIONS OF THE TRAFFIC CONTROL METHODS AND DEVICES TO BE USED BY THE PRIME CONTRACTOR/SUB-CONTRACTORS AND WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 3. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL BE MAINTAINED AS NEAR NORMAL AS POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF WAY LINE. 4. ALL TRAVELED PORTIONS OF ROADWAYS WILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS, 6:30 TO 8:30 A.M. AND 3:00 to 6:00 P.M. OR AS DIRECTED BY THE ENGINEER. 5. ON OR BEFORE THE FIRST DAY OF WORK AFFECTING TRAVELED ROADWAY, THE CONTRACTOR WILL BE REQUIRED TO HAVE THE TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO COMPLIANCE WITH MUTCD/FHWA STANDARDS. NO WORK SHALL BE DONE ON OR ADJACENT TO THE ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES ARE IN PLACE. 6. WORK SITE TRAFFIC CONTROL WILL BE SUBJECT TO PERIODIC INSPECTION BY THE ENGINEER; THE CONTRACTOR WILL BE REQUIRED TO TAKE TIMELY AND APPROPRIATE ACTION TO CORRECT CONDITIONS THAT ARE UNSAFE OR CAUSING UNDUE DELAY TO TRAFFIC MOVEMENT. 7. IF THE CONTRACTOR FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEER CAN ORDER A STOP TO FURTHER WORK UNTIL THE CONDITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO BE PERFORMED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED FROM PAYMENTS DUE OR COMING DUE THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGMEN, BARRICADES, LIGHTS AND SIGNS FOR THE PROTECTION OF THE WORK AND THE PUBLIC AT ALL TIMES, AND THE CONTRACTOR AND HIS SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTOR'S OPERATIONS OR ANY NEGLIGENCE IN CONNECTION THEREIN. 1-07.23(6) DUST CONTROL (ADDITIONAL SECTION) THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE CLEANED OF DUST AND DEBRIS AT THE END OF EACH WORKING DAY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OR AS DIRECTED BY THE ENGINEER. 1-07.24 RIGHTS OF WAY (ADDITIONAL SECTION) THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL COSTS OF THE SAME. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON PRIVATE PROPERTY IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHT-OF- ACCESS DOCUMENTS. - Supplemental Specifications (Rev 02/09/87) Page 15 1-08 PROSECUTION AND PROGRESS 1-08.3 PROGRESS SCHEDULE (REPLACEMENT SECTION) IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT, AND BEFORE THE FIRST PARTIAL PAYMENT ID MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN A FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COST INCURRED ON MAKING UP ANY OF THESE SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT. SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CON TRACTOR SHALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC., BY WHICH THE LOST TIME WILL BE MADE UP, AND CONFER WITH THE ENGINEER UNITIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE CONTRACT PROVISIOkNS, IT SHALL UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE,WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND URNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OF APPROVED MODIFICATIONS THEREOF, IS HEREBY MADE AN OBLIGATION OF THE CONTRACT. 1-08.3(1) PIE-CONSTRUCTION CONFERENCE (NEW SECTION) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTORS, UTILITY DEPARTMENT, QUASI PUBLIC UTILITY.COMPANIES, AND OTHER INTERESTED PARTIES SHALL ATTEND A PRE- CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE AND DATE OF THESE WEEKLY MEETINGS SHALL BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. 1-08.4 PROSECUTION OF WORK (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIG R TO COMMENCING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PHONE WITH A RENTON EXCHANGE TELEPHONE NUMBER, AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF- WAY. THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY. 1-08.5 TIME OF COMPLETION (ADDITIONAL SECTION) REPLACE PARAGRAPH 1 WITH: THE CONTRACT TIME SHALL START WITHIN 10 DAYS RCM THE DATE OF THE LETTER NOTIFYING THE CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS. A WORKING DAY IS ANY DAY NOT OTHERWISE DEFINED HEREIN AS A NON WORKING DAY. A NON WORKING DAY IS DEFINED AS A SATURDAY, S WAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR IS SPECIFICALLY REQUIRED BY THE CONTRACT TO SUSPEND CONSTRUCTION. Supplemental Specifications (Rev 02/09/87) Page 16 1-08.5 CONTINUED ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, MEMORIAL DAY, JULY 4, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS DAY. THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THURSDAY. WHEN CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWO PRECEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY OCCURS ON A SUNDAY, THE TWO WORKING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS. THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN ALL PARTS AND REQUIREMENTS. THE PROJECT SHALL BE COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS. PROVIDED, HOWEVER, THAT THE CITY SHALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS DEPARTMENT, TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS THE SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN THE TIME REQUIRED. 1-08.9 LIQUIDATED DAMAGES (ADDITIONAL SECTION) THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT FOR OVERHEAD. 1-08.11 OVERTIME WORK BY OWNER EMPLOYEES (NEW SECTION) WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CITY AT THE RATE OF $50 PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 1-08.12 CONTRACTOR'S PLANT AND EQUIPMENT (NEW SECTION) THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK. THE USE BY THE OWNER OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND PAID FOR ACCORDINGLY. NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, BARRICADES, AND WATCHMEN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. Supplemental Specifications (Rev 02/09/87) Page 17 1-08.13 ATTENTION TO WORK (NEW SECTION) THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE WORK TO THE END THAT IT ' SHALL BE PROSECUTED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORK SITE, HE SHALL AT ALL REASONABLE TIMES BE REPRESENTED BY A COMPETENT SLPERINTEADENT WHO SHALL HAVE FULL AUTHORITY TO EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. 1-09 MEASUREMENT AND PAYMENT _ 1-09.1 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION) THE CONTRACTOR WILL BE RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY IN ORDER FOR PAYMENT TO BE MADE. A. BY TRUCK PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, WEIGH-MASTERS CERTIFICATION,AND INSPECTOR'S INITIALS. SCALE CERTIFICATION SHALL BE SUBMiITTEO AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY. B. BY OTHER MEANS METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD OF THE CONTRACT. 1-09.3 SCOPE OF PAYMENT (ADDITIONAL SECTION) ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS. PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS SCHEDULE, AS DESCRIBED IN SECTION 8, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SCHEDULE ONLY: CONDITION OF PIPE INSTALLED PERCENT OF BID PRICE PAID PIPE INSTALLED AND NOT TESTED. 80.0% PIPE INSTALLED AND TESTED. 90.0% PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 100.0% Supplemental Specifications (Rev 02/09/87) Page 18 DIVISION 2 EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.2 DISPOSAL OF USABLE MATERIAL & DEBRIS (PARTIAL REPLACEMENT SECTION) DELETE: "THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS BY ONE OF THE THREE DISPOSAL METHODS DESCRIBED BELOW." ADD: "THE CONTRACTOR SHALL COMPLY WITH ALL LAWS AND RULES GOVERNING THE DISPOSAL OF DEBRIS AND CONSTRUCTION MATERIALS IN APPROVED LAND FILLS." 2-01.2(1) DISPOSAL METHOD NO. 1 - OPEN BURNING - DELETE 2-01.2(2) DISPOSAL METHOD NO. 2 CONTROLLED BURNING - DELETE 2-01.2(3) DISPOSAL METHOD NO. 3 - DELETE 2-01.2(4) DISPOSAL METHOD NO. 4 LAND FILLS (ADDITIONAL SECTION) ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AND OTHER MISCELLANEOUS MATERIAL NOT SALVAGED BY THE OWNER OF THE CONTRACTOR OR DISPOSED OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A LANDFILL APPROVED AND LICENSED BY THE APPROPRIATE GOVERNING BODY. 2-01.3(4) ROADSIDE CLEANUP - DELETE 2-01.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEM 4 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS AND CURBS ADD: 5. WHEN AN AREA WHERE PAVEMENT HAS BEEN REMOVED IS TO BE OPENED TO TRAFFIC BEFORE PAVEMENT PATCHING HAS BEEN FINISHED, TEMPORARY MC COLD MIX ASPHALT CONCRETE PATCH SHALL BE REQUIRED. TEMPORARY COLD MIX PATCHING SHALL BE PLACED TO A MAXIMUM DEPTH OF 1 INCH IMMEDIATELY AFTER BACKFILLING AND COMPACTION ARE COMPLETED AND BEFORE THE ROAD IS OPENED TO TRAFFIC. 2-02.5 PAYMENT (SUPPLEMENTAL SECTION) ADO: 2. "SAW CUTTING," PER LINEAL FOOT. 3. "COLD MIX MC ASPHALT,PER TON. ALL COSTS RELATED TO THE REMOVAL OF STRUCTURES AND OBSTRUCTIONS INCLUDING SAW CUTTING AND COLD MIX ASPHALT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER BID ITEMS UNLESS DESIGNATED AS A SPECIFIC BID ITEM. Supplemental Specifications (Rev 02/09/87) Page 19 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE WORK INCLUDES THESE ITEMS UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT: 1. HAUL 2. SLOPE ROUNDING 3. EXCAVATION OF STRUCTURES, DITCHES AND CHANNELS. 4. REMOVAL OF UNSUITABLE MATERIALS. 5. REMOVAL OF PAVEMENT, SIDEWALKS, DRIVEWAYS, CURB AND GUTTER, EXTRUDED CURBS, AND OTHER SURFACE IMPROVEMENTS 2-03.3(2) ROCK CUTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 CONTROLLED BLASTING WITH: CONTROLLED BLASTING -- BEFORE BLASTING WILL BE APPROVED THE CONTRACTOR MUST DEMONSTRATE TO THE ENGINEER AND LOCAL POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF APPROVED BEFORE ANY BLASTING BEGINS, THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PROVIDE INFORMATION ON HOW DRILLING, LOADING AND SHOOTING WILL BE ACCOMPLISHED. ALSO, THE CONTRACTOR WILL PROVIDE A DETAILED EXPLANATION OF WHAT PRECAUTION WILL BE FOLLOWED IF BLASTING IN AN URBAN j OR RESIDENTIAL AREA. 2-03.3(14)E UNSUITABLE FOUNDATION EXCAVATION (REPLACEMENT SECTION) WHEN SHOWN ON THE PLANS OR WHEN SPECIFIED IN THE,SPECIAL PROVISIONS, UNSTABLE NATURAL GROUND SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF EMBANKMENT OVER THE AREA. THE UNSTABLE MATERIAL MAY CONSIST OF PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS. THE MATERIAL SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMBANKMENT FULL BEARING ON SOLID GROUND. MATERIALS EXCAVATED FROM THE ROADWAY OR CHANNEL CHANGE PRISMS, WILL NOT BE CLASSIFIED AS UNSUITABLE FOUNDATION EXCAVATION UNLESS THE REMOVAL MUST BE ACCOMPLISHED BY DRAGLINE OPERATION OR BY SPECIAL EXCAVATION METHODS REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY EXCAVATION, IN WHICH CASE MEASUREMENT AND PAYMENT AS "UNSUITABLE FOUDATION EXCAVATION" ON A PER CUBIC YARD BASIS WILL APPLY. 2-03.3(14)F DISPLACEMENT OF UNSUITABLE FOUNDATION MATERIALS - DELETE 2-03.4 MEASUREMENT (SUPPLEMENTAL SECTION) ADO TO ITEM 1. AT THE DISCRETION OF THE ENGINEER, ROADWAY EXCAVATION, BORROW EXCAVATION, AND UNSUITABLE FOUNDATION EXCAVATION - BY THE CUBIC YARD MAY BE MEASURED BY TRUCK IN THE HAULING VEHICLE AT 1 THE POINT OF LOADING. THE CONTRACTOR SHALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH TICKET SHALL HAVE THE TRICK NUMBER, NAME AND DATE, AND BE APPROVED BY THE ENGINEER. 2-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) ADD TO BEGINNING OF PARAGRAPH 1: "ALL MATERIAL UNITS COVERED IN THIS SECTION SHALL INCLUDE THE HAUL TO AND FROM THE JOB SITE AS PART OF THEIR UNIT PRICE. Supplemental Specifications (Rev 02/09/87) Page 20 2-03.5 CONTINUED REPLACE PARAGRAPH 1 ITEM 1 WITH: - - "WHEN THE ENGINEER ORDERS EXCAVATION 2 FEET OR LESS BELOW SUBGRADE, UNIT CONTRACT PRICES FOR ROADWAY EXCAVATION AND HAUL SHALL APPLY. IF HE ORDERS EXCAVATION MORE THAN 2 FEET BELOW SUBGRADE, THAT PART BELOW THE 2-FOOT DEPTH SHALL BE PAID FOR AS PROVIDED FOR IN SECTION 2- 03.5(3) UNSUITABLE FOUNDATION EXCAVATION." REPLACE TEXT OF ITEM 3 WITH: "UNSUITABLE FOUNDATION EXCAVATION", PER CUBIC YARD. WHEN THIS BID ITEM APPEARS IN THE SCHEDULE OF PRICES, THE CONTRACT PRICE PER CUBIC YARD SHALL BE FULL COMPENSATION FOR EXCAVATING, LOADING, PLACING CR OTHERWISE DISPOSING OF THE MATERIAL INCLUDING HAUL. WHEN NO BID ITEM FOR "UNSUITABLE FOUNDATION EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES, BUT AN ITEM FOR FOUNDATION MATERIAL CLASS A OR CLASS B APPEARS IN THE SCHEDULE OF PRICES, THE PAYMENT SHALL BE AS SET FORTH IN SECTION 2-09.5.7. WHEN NEITHER OF THE ABOVE ITEMS IS PROVIDED IN THE CONTRACT SUCH WORK AS MAY BE ORDERED BY THE ENGINEER SHALL BE ACCOMPLISHED AS EXTRA WORK AND PAYMENT WILL BE MADE AS PROVIDED IN SECTION 1- 04.4. REPLACE TEXT OF ITEM 7 WITH: "ALL COST FOR EMBANKMENT COMPACTION SHALL BE INCIDENTAL TO OTHER PAY ITEMS INVOLVED." 2-04 HAUL 2-04.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR ThE HAULING OF MATERIAL TO, FROM OR ON THE JOB SITE SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK. 2-05 SLOPE TREATMENT 2-05.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR SLOPE TREATMENT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK. 2-09 STRUCTURE EXCAVATION 2-09.1 DESCRIPTION (SUPPLEMENTAL SECTION) THIS WORK ALSO INCLUDES THE EXCAVATION , HAUL AND DISPOSAL OF ALL UNSUITABLE MATERIALS SUCH AS PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BUSIED LOGS AND STUMPS. 2-09.3(1)C REMOVAL OF UNSTABLE BASE MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: GRAVEL BACKFILL FOR FOUNDATION MATERIAL SHALL BE CRUSHED OR PARTIALLY CRUSHED MATERIAL MEETING THE REQUIREMENTS OF SECTION 9-30.78 FOR GRADATION AND QUALITY. Supplemental Specifications (Rev 02/09/87) Page 21 2-09.3(1)D DISPOSAL OF EXCAVATED MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE THE SECOND AND THIRD PARAGRAPHS WITH: THE UNIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B SHALL INCLUDE ALL COSTS FOR LOADING AND HAULING THE MATERIALS. 2-09.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) MINIMUM TRENCH WIDTH FOR PAYMENT SHALL BE 1 FOOT. HORIZONTAL LIMIT FOR PIPELINES LARGER THAN 42 INCHES, PIPE ARCHES MORE THAN 50 INCHES IN SPAN, STRUCTURAL PLATE PIPE, AND UNDERPASS SHALL BE 1.5 FEET. LOWER LIMITS FOR PIPE. THE BOTTOM OUTSIDE OF THE PIPE, OR THE BOTTOM OF THE REQUIRED BEDDING MATERIAL WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET ANOTHER LIMIT WHEN EXCAVATION MUST BE MADE BELOW GRADE. DELETE THE LAST TWO PARAGRAPHS. 2-09.5 PAYMENT (REPLACEMENT SECTION) WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS, THE OWNER WILL PAY AS FOLLOWS: 1. "STRUCTURE EXCAVATION CLASS A,"PER CUBIC YARD. 2. "STRUCTURE EXCAVATION CLASS B,"PER CUBIC YARD. THE UNIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PUMPING INCLUDING HAUL. IF THE ENGINEER ORDERS THE CONTRACTOR TO EXCAVATE BELLOW THE ELEVATIONS SHOWN ON THE PLANS, THE UNIT PRICE PER CUBIC YARD FOR "STRUCTURE EXCAVATION CLASS A OR 8" SHALL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS OR THE ENGINEER REQUIRES, THE OWNER WILL NOT PAY FOR MATERIAL EXCAVATED FROM BELOW THE REQUIRED ELEVATIONS. IN THIS CASE, THE CONTRACTOR, AT HIS EXPENSE SHALL REPLACE SUCH MATERIAL WITH CONCRETE OR OTHER MATERIAL THE ENGINEER APPROVES. WHEN "STRUCTURE EXCAVATION CLASS 8" IS NOT INCLUDED IN THE BID ITEMS THEN ALL EXCAVATION, AND ALL HAUL AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS AND EQUIPMENT REQUIRED TO EXCAVATE TO LINE AND GRADE FOR ANY PIPE, CULVERT OR CONDUIT SHALL BE CONSIDERED INCIDENTAL TO THE PRICE PAID FOR THAT PIPE, CULVERT OR CONDUIT AND NO ADDITIONAL PAYMENT SHALL BE MADE. 5. "SHORING AND CRIBBING OR EXTRA EXCAVATION CLASS A ," LUMP SUM. THE LUMP SUM CONTRACT PRICE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NEEDED TO BUILD, DEWATER, PLACE RIPRAP TO PREVENT SCOUR, AND REMOVE THE SHORING, CRIBS, COFFERDAMS OR CAISSONS. IF THE ENGINEER REQUIRES SHORING, CRIBS, COFFERDAMS, OR CAISSONS WHEN THE CONTRACT PROVIDES NO BID ITEM FOR SUCH WORK, THE OWNER WILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE ENGINEER REQUIRES THE CONTRACTOR TO BUILD SHORING OR CRIBS OR EXTRA EXCAVATION CLASS A THAT 1 EXTENDS BELOW THE ELEVATION SHOWN ON THE PLANS, THE OWNER WILL PAY THE LUMP SUM PRICE AND NO MORE WHEN THE EXTRA EXCAVATION DEPTH DOES NOT EXCEED THREE FEET. FOR DEPTHS GREATER THAN THREE FEET BELOW THE ELEVATION SHOWN ON THE PLANS PAYMENT WILL BE AS PROVIDED IN SECTION 1-04.4. 6. "GRAVEL BACKFILL(KIND)." PER TON. THE UNIT CONTRACT PRICE PER TON FOR THE KIND AND CLASS OF GRAVEL BACKFILL USED SHALL BE FULL PAY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT USED. Supplemental Specifications (Rev 02/09/87) Page 22 2-09.5 CONTINUED UNLESS OTHERWISE SPECIFIED GRAVEL BACKFILL, GRAVEL BORROW, AND BANK RUN GRAVEL FOR TRENCH BACKFILL SHALL REFER TO GRAVEL BASE CLASS B AS DEFINED IN SECTION 9-3.10 OF THE SUPPLEMENTAL SPECIFICATIONS. 7. "FOUNDATION MATERIAL CLASS A OR CLASS B". PER TON. IF EXCAVATION BELOW THE ELEVATION SHOWN ON THE PLANS TO REMOVE UNSTABLE, OR UNUSABLE, OR UNSUITABLE MATERIAL IS REQUIRED BY THE ENGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO EXCAVATE, LOAD, HAUL, AND DISPOSE OF SUCH MATERIAL, AND TO REPLACE THE MATERIAL WITH FOUNDATION MATERIAL CLASS A OR CLASS B SHALL BE PAID IN THE BID ITEM "FOUNDATION MATERIAL CLASS A OR CLASS B"(SECTION 9-03.12(1)), PER TON AND NO ADDITIONAL PAYMENT SHALL BE MADE. 2-11 TRIMMING AND CLEANUP 2-11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL SECTION) ADD TO PARAGRAPH 1: 7. REMOVE TREES, SNAGS, DOWN TIMBER, UPTURNED STUMPS, LARGE ROCKS AND BOULDERS, AND OTHER UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR GRUBBING. 8. THIN TREES OR BRUSH AS REQUIRED BY THE ENGINEER. 9. FILL HOLES AND SMOOTH AND CONTOUR THE GROUND. 10._ SHAPE THE ENDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S APPEARANCE. 11. OBLITERATE ABANDONED ROADS AND RESHAPE THE AREAS TO BLEND NATURALLY WITH SURROUNDINGS. • Supplemental Specifications (Rev 02/09/87) Page 23 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 ASPHALT CONCRETE PAVEMENT 5-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 10 "DRIVE WAY ASPHALT" WITH: 10. "MISCELLANEOUS AND/OR DRIVE WAY ASPHALT," PER TON. ALL COST FOR THE ITEM 12 CRACK SEALING, 13 TEMPORARY STRIPING, & 14 REMOVING TEMPORARY STRIPING SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE 'OF OTHER UNITS OF WORK." 5-05 CEMENT CONCRETE PAVEMENT 5-05.03(18) CEMENT CONCRETE DRIVEWAYS (SUPPLEMENTAL SECTION) CONCRETE FOR DRIVEWAYS SHALL BE CLASS A(3/4) AS SPECIFIED IN SECTION 6-02.3(2). 5-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 7 WITH: 7."CEMENT CONCRETE DRIVEWAY", PER SQUARE YARD Supplemental Specifications (Rev 02/09/87) Page 24 DIVISION 6 STRICTURES 6-11 ROCKERIES (NEW SECTION) 6-11.1 (DESCRIPTION) THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS ENCOUNTERED, INCLUDES THE EXCAVATION AND SHAPING OF THE CUT OR FILL SLOPES AND FURNISHING AND CONSTRUCTING ROCKERIES/ROCK RETAINING WALL WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE ENGINEER. 6-11.2 MATERIALS ROCK WALLS SHALL BE FORMED OF LARGER PIECES OF QUARRIED BASALT, ANDESITE OR OTHER IGNEOUS ROCK. INDIVIDUAL PIECES OF ROCK SHALL BE SOUND AND RESISTANT TO WEATHERING. WHEN BROKEN INTO PIECES WEIGHING 50 TO 150 GRAMS AND TESTED FOR SOUNDNESS WITH SODIUM SULFATE IN ACCORDANCE WITH AASHTO T104, THE LOSS THROUGH A ONE-INCH SIEVE AFTER 6 CYCLES SHALL NOT EXCEED 35% BY WEIGHT. THE ROCK MATERIAL SHALL BE AS NEARLY RECTANGULAR AS POSSIBLE SO AS TO AFFORD THE MINIMUM AMOUNT OF VOID SPACE BETWEEN THE BLOCKS. NO STONE SHALL BE USED WHICH DOES NOT EXTEND THROUGH THE WALL. THE ROCK MATERIAL SHALL BE HARD, SOUND, DURABLE AND FREE FROM WEATHERED PORTIONS, SEAMS, CRACKS AND OTHER DEFECTS. THE ROCK DENSITY SHALL BE A MINIMUM OF 160 POUNDS PER CUBIC FOOT. THE SOURCE OF SUPPLY AND REPRESENTATIVE SAMPLES OF THE MATERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE DELIVERY TO THE SITE. THE ROCK WALLS SHALL BE CONSTRUCTED OF ONE-MAN ROCKS, (85 TO 300 POUNDS) EACH 10" IN ITS LEAST DIMENSION; TWO-MAN ROCKS, (300 TO 600 POUNDS) EACH 13" IN ITS LEAST DIMENSION; THREE-MAN ROCKS (800 TO 1,200 POUNDS) EACH 16" IN ITS LEAST DIMENSION; FOUR-MAN ROCKS (1,500 TO 2,200 POUNDS) EACH 18" IN ITS LEAST DIMENSION. THE ROCKS SHALL RANGE UNIFORMLY IN SIZE FOR EACH CLASSIFICATION SPECIFIES. THE FOUR-MAN ROCKS SHALL ONLY BE USED FOR THE FIRST COURSE OF ROCK IN WALLS OVER 6 FEET IN HEIGHT. 6-11.3 (CONSTRUCTION REQUIREMENTS) THE ROCK UNLOADING AT THE SITE WILL BE DONE IN SUCH A MANNER AS TO SEGREGATE THE ROCK BY THE SIZE RANGES INDICATED IN THE PRECEDING PARAGRAPH. THE WALLS SHALL BE STARTED BY EXCAVATING A TRENCH, NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN DEPTH BELOW SUBGRADE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN DEPTH BELOW THE EXISTING GROUND LEVEL IN EMBANKMENT SECTIONS. AREAS ON WHICH THE ROCKERY IS TO BE PLACED SHALL BE TRIMMED AND DRESSED TO CONFORM TO THE ELEVATION OR SLOPE INDICATED. THE ROCK WALL CONSTRUCTION SHALL START AS SOON AS POSSIBLE UPON THE COMPLETION OF THE CUT OR FILL SECTION. ROCK SELECTION AND PLACEMENT SHALL BE SUCH THAT THERE WILL BE NO OPEN VOIDS IN THE EXPOSED FACE OF THE WALL OVER 6 INCHES ACROSS IN ANY DIRECTION. THE ROCKS SHALL BE PLACED AND KEYED TOGETHER WITH A MINIMUM OF VOIDS. PARTICU.AR ATTENTION SHALL BE GIVEN TO THE PLACING AND KEYING TOGETHER OF THE FINAL COURSE OF ALL ROCKERIES. THE FINAL COURSE SHALL HAVE A CONTINUOUS APPEARANCE AND BE PLACED TO MINIMIZE EROSION OF THE ;BACKFILL MATERIAL. THE LARGER ROCKS SHALL BE PLACED AT THE BASE OF THE ROCKERY SO THAT THE WALL WILL BE STABLE AND HAVE A STABLE APPEARANCE. THE ROCKS SHALL BE CAREFULLY PLACED BY MECHANICAL EQUIPMENT AND IN A MANNER SUCH THAT THE LONGITUDINAL AXIS IF THE ROCK SHALL BE AT RIGHT ANGLES OR PERPENDICULAR TO THE ROCKERY FACE. THE ROCKS SHALL HAVE ALL INCLINING FACES SLOPING TO THE BACK OF THE ROCKERY. EACH ROW OF ROCKS WILL BE SEATED AS TIGHTLY AND EVENLY AS POSSIBLE ON THE ROCK BELOW IN SUCH A MANNER THAT THERE WILL BE NO MOVEMENT BETWEEN THE TWO. AFTER Supplemental Specifications (Rev 02/09/87) Page 25 6-11.3 CONTINUED SETTING A COURSE OF ROCK, ALL VOIDS BETWEEN THE ROCKS SHALL BE CHINKED ON THE BACK WITH QUARRY ROCK TO ELIMINATE ANY VOID SUFFICIENT TO PASS A 2 INCH SQUARE PROBE. -- 6-11.3.1 ROCKERY BACKFILL THE WALL BACKFILL SHALL CONSIST OF 1-1/2 INCH MINUS CRUSHED ROCK OR GRAVEL CONFORMING TO SECTION 9- 03.9(3). THIS MATERIAL WILL BE PLACED TO AN 8 INCH MINIMUM THICKNESS BETWEEN THE ENTIRE WALL AND THE CUT OR FILL MATERIAL. THE BACKFILL MATERIAL WILL BE PLACED IN LIFTS TO AN ELEVATION APPROXIMATELY 6 INCHES BELOW THE COURSE OF ROCKS PLACED. THE BACKFILL WILL BE PLACED AFTER EACH COURSE OF ROCKS. ANY BACKFILL MATERIAL ON THE BEARING SURFACE OF THE ROCK COURSE WILL BE REMOVED BEFORE SETTING THE NEXT COURSE. 6-11.3.2 DRAIN PIPE I I A 4 INCH DIAMETER PERFORATED PVC PIPE SHALL BE PLACED AS A FOOTING DRAIN BEHIND THE ROCKERIES AS SHOWN IN THE STANDARD PLANS, AND CONNECTED TO THE STORM DRAINAGE SYSTEM WHERE SHOWN. 6-11.3.3 REJECTION OF MATERIAL THE INSPECTOR WILL HAVE THE AUTHORITY TO REJECT ANY DEFECTIVE MATERIAL AND TO SUSPEND ANY WORK THAT IS BEING IMPROPERLY DONE, SUBJECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED MATERIAL WILL BE REMOVED FROM THE CONSTRUCTION SITE AND ANY REJECTED WORK SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 6-11.4 MEASUREMENT MEASUREMENT OF THE FINISHED ROCK WALL FOR PAYMENT WILL BE MADE FROM THE FOOTING GRADE TO THE TOP OF THE WALL AND ROUNDED TO THE NEAREST SQUARE YARD. 6-11.5 PAYMENT PAYMENT WILL BE MADE UNDER THE ITEM "ROCK RETAINING WALL", PER SQUARE YARD. THE UNIT PRICE PER SQUARE YARD SHALL BE FULL COMPENSATION FOR THE ROCKERY/ROCK RETAINING WALL IN PLACE AND SHALL INCLUDE ALL WORK, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE THE INSTALLATION. 1 I' - Supplemental Specifications (Rev 02/09/87) Page 26 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-01 DRAINS 7-01.4 MEASUREMENT (ADDITIONAL SECTION) ADD TO PARAGRAPH 2: "WHEN THE CONTRACT DOES NOT INCLUDE 'STRUCTURE EXCAVATION CLASS B' AND 'STRUCTURE EXCAVATION CLASS B INCLUDING HAUL' AS A PAY ITEM ALL-COSTS ASSOCIATED WITH THESE ITEMS SHALL BE INCLUDED IN OTHER CONTRACT PAY ITEMS." 7-02 CULVERTS 7-02.2 MATERIALS (ADDITIONAL SECTION) ADD TO PARAGRAPH 1: PVC PIPE 9-05.12 PVC PIPE: WHERE PLAIN OR REINFORCED CONCRETE, STEEL, OR ALUMINUM ARE REFERRED.TO IN SECTION 7-02 IT SHALL BE UNDERSTOOD THAT REFERENCE IS ALSO MADE TO PVC. 7-02.3(1)C PLACING PVC PIPE (ADDITIONAL SECTION) IN THE TRENCH, PREPARED AS SPECIFIED IN SECTION 7-02.3(1) PVC PIPE SHALL BE LAID BEGINNING AT THE LOWER END, WITH THE BELL END UPGRADE. PEA GRAVEL WILL BE USED AS THE BEDDING MATERIAL AND EXTEND FROM 6" BELOW THE BOTTOM OF THE PIPE TO 6" ABOVE THE TOP OF THE PIPE. WHEN IT IS NECESSARY TO CONNECT TO A STRUCTURE WITH A MUDDED JOINT A RUBBER GASKETED CONCRETE COLLAR WILL BE USED AT THE POINT OF CONNECTION. 7-02.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) DELETE LAST PARAGRAPH 7-02.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH 20 AND REPLACE WITH: 1. " " Storm drain pipe per L.F. 2. " " x " " Corrugated Steel Arch Pipe per L.F. 3. " " x " " Corrugated Aluminum Arch Pipe per L.F. 4. "Concrete Class C" per C.Y. 5. " " Diameter Flared End Section Per Ea. DELETE PARAGRAPHS 5 & 7 7-03 STRUCTURAL PLATE PIPE, PIPE ARCH ARCH, AND UNDERPASS 7-03.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) Paragraph 5: REPLACE "SECTION 2-09.4" WITH "SECTION 2-09.5" Supplemental Specifications (Rev 02/09/87) Page 27 7-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) I _ DELETE ITEMS 11, 12 and 13 REPLACE LAST PARAGRAPH WITH: THE UNIT CONTRACT PRICE FOR GRAVEL BACKFILL FOR FOUNDATIONS CLASS A OR CLASS B SHALL BE PAID IN ACCORDANCE WITH SECTION 2-09. 7-04 STORM SEWER 7-04.2 MATERIALS (SIPPLEMENTAL SECTION) ADD: PVC SEWER PIPE 9-05.12 7-04.3(1)B PIPE BEDDING (SUPPLEMENTAL SECTION) ADO: PIPE BEDDING FOR PVC SEWER PIPE SHALL CONSIST OF PEA GRAVEL. IT SHALL BE PLACED TO A DEPTH OF 6" OVER AND 6" UNDER THE EXTERIOR MALLS OF THE PIPE. 7-04.3(2)A SURVEY LINE AND GRADE (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1: WITH: SURVEY LINE AND GRADE WILL BE PROVIDED BY THE ENGINEER OR CONTRACTOR IN A MANNER CONSISTENT WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS. 7-04.3(3) BACKFILLING STORM SEWER TRENCHES (SUPPLEMENTAL SECTION) ADO TO PARAGRAPH 3: PVC PIPE SHALL BE BEDDED AND BACKFLLLED WIN PEA GRAVEL IN ACCORDANCE WITH 7-04.3(1)B PRIOR TO BACKFILLING THE REMAINDER OF THE TRENCH. ADD: MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH - SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- 09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. 7-04.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE STORM SEWER TRENCH WILL BE MEASURED AS STRUCTURE EXCAVATION CLASS B OR STRUCTURE EXCAVATION CLASS B INCLUDING HAUL, AS SPECIFIED IN SECTION 2.09. 7-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH 8 AND REPLACE WITH: 1. " " Storm sewer pipe, per L.F. 2. Concrete Class C, per C.Y. WHEN NO BID ITEM "GRAVEL BACKFILL FOR PIPE BEDDING" IS INCLUDED IN THE SCHEDULE OF PRICES, PIPE BEDDING, AS SHOWN IN THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO ADDITIONAL PAYMENT SHALL BE MADE. REPLACE PARAGRAPH 3 WITH: TESTING OF STORM SEWER PIPE IF REQUIRED BY THE ENGINEER SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICES FOR OTHER ITEMS. Supplemental Specifications (Rev 02/09/87) Page 28 7-05 MANHOLES, GRATE INLETS, DROP INLETS, AND CATCH BASINS 7-05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE (SUPPLEMENTAL SECTION) ADD: IN UNPAVED STREETS: MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH CRUSHED ROCK OR GRAVEL SHALL BE CONSTRUCTED TO A POINT APPROXIMATELY EIGHT INCHES BELOW THE SUBGRADE AND COVERED WITH A TEMPORARY W00D COVER. EXISTING MANHOLES SHALL BE CUT OFF AND COVERED IN A SIMILAR MANNER. THE CONTRACTOR SHALL CAREFULLY REFERENCE EACH MANHOLE SO THAT THEY MAY BE EASILY FOUND UPON COMPLETION OF THE STREET WORK. AFTER PLACING THE GRAVEL OR CRUSHED STONE SURFACING, THE MANHOLES AND'MANHOLE CASTINGS SHALL BE CONSTRUCTED TO THE FINISHED GRADE OF THE ROADWAY SURFACE. EXCAVATION NECESSARY FOR BRINGING MANHOLES TO GRADE SHALL CENTER ABOUT THE MAN6HCLE AND BE HELD TO THE MINIMUM AREA NECESSARY. AT THE COMPLETION OF THE MANHOLE ADJUSTMENT, THE VOID AROUND THE MANHOLE SHALL BE BACKFILLED WITH MATERIALS WHICH RESULT IN THE SECTION REQUIRED ON THE TYPICAL ROAD WAY SECTION, AND BE THOROUGHLY COMPACTED. WHERE BITUMINOUS SURFACE TREATMENT IS TO BE PLACED, THE MANHOLE CASTINGS SHALL BE INSTALLED FROM 1/2 INCH TO ONE INCH HIGHER THAN THE ROADWAY SURFACE, AS THE ENGINEER MAY DIRECT. IN CEMENT CONCRETE PAVEMENT: MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES SHALL BE CONSTRUCTED AND ADJUSTED IN THE SAME MANNER AS OUTLINED ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SHALL BE MADE AND CAST IRON FRAME BE SET AFTER FORMS HAVE BEEN PLACED AND CHECKED. IN PLACING THE CONCRETE PAVEMENT, EXTREME CARE SHALL BE TAKEN NOT TO ALTER THE POSITION OF THE CASTING IN ANY WAY. IN ASPHALT CONCRETE PAVEMENT: MANHOLES SHALL NOT BE ADJUSTED UNTIL THE PAVEMENT IS COMPLETED, AT WHICH TIME THE CENTER OF EACH MANHOLE SHALL BE CAREFULLY RELOCATED FROM REFERENCES PREVIOUSLY ESTABLISHED BY THE CONTRACTOR. THE PAVEMENT SHALL BE CUT IN A RESTRICTED AREA AND BASE MATERIAL BE REMOVED TO PERMIT REMOVAL OF THE COVER. THE MANHOLE SHALL THEN BE BROUGHT TO PROPER GRADE UTILIZING THE SAME METHODS OF CONSTRUCTION AS FOR THE MANHOLE ITSELF. THE CAST IRON FRAME SHALL BE PLACED ON THE CONCRETE BLOCKS AND WEDGED UP TO THE DESIRED GRADE. THE ASPHALT CONCRETE PAVEMENT SHALL BE CUT AND REMOVED TO A NEAT CIRCLE, THE DIAMETER OF WHICH SHALL BE EQUAL TO THE OUTSIDE DIAMETER OF THE CAST IRON FRAME PLUS TWO FEET. THE BASE MATERIALS AND CRUSHED ROCK SHALL BE REMOVED AND CLASS B(3/4) CONCRETE SHALL BE PLACED SO THAT THE ENTIRE VOLUME OF THE EXCAVATION IS REPLACED UP TO WITHIN BUT NOT TO EXCEED 1 1/2 INCHES OF THE FINISHED PAVEMENT SURFACE. ON THE FOLLOWING DAY THE CONCRETE, THE EDGE OF THE ASPHALT CONCRETE PAVEMENT, AND THE OUTER EDGE OF THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT. ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED WITH HAND TAMPERS AND A PATCHING ROLLER. ASPHALT CONCRETE WILL BE PAID FOR AS " ASPHALT CONCRETE PAVEMENT, CLASS B INCLUJDING PAVING ASPHALT PER TON". THE COMPLETE PATCH SHALL MATCH THE EXISTING PAVED SURFACE FOR TEXTURE, DENSITY, AND UNIFORMITY OF GRADE. THE JOINT BETWEEN THE PATCH AND THE EXISTING PAVEMENT SHALL TEEN BE CAREFULLY PAINTED WITH HOT ASPHALT CEMENT OR ASPHALT EMULSION AND SHALL BE IMMEDIATELY COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE THROAT OF THE MANHOLE SHALL BE THOROUGHLY MORTARED AND PLASTERED. ADJUSTMENT OF INLETS: THE FINAL ALIGNMENT AND GRADE OF CAST IRON FRAMES FOR NEW AND OLD INLETS TO BE ADJUSTED TO GRADE WILL EE ESTABLISHED FROM THE FORMS OR ADJACENT PAVEMENT SURFACES. THE FINAL ADJUSTMENT OF THE TOP OF THE INLET WILL BE PERFORMED IN SIMILAR MANNER TO THE ABOVE FOR MANHOLES. ON ASPHALT CONCRETE PAVING PROJECTS USING CURB AND GUTTER SECTION, THAT PORTION OF THE CAST IRON FRAME NOT EM6EDOED IN THE GUTTER SECTION SHALL BE SOLIDLY EMBEDDED IN CONCRETE ALSO. THE CONCRETE SHALL EXTEND A MINIMUMI OF SIX INCHES BEYOND THE EDGE OF THE CASTING AND SHALL BE LEFT 1 1/2 INCHES BELOW THE TOP OF THE FRAME SO THAT THE WEARING COURSE OF ASPHALT CONCRETE PAVEMENT WILL BUTT THE CAST IRON FRAME. THE EXISTING CONCRETE PAVEMENT AND EDGE OF TIE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT. ADJUSTMENTS IN THE INLET STRUCTURE SHALL BE CONSTRUCTED IN THE SAME MANNER AND OF THE SAME MATERIAL AS THAT REQUIRED FOR NEW INLETS. Supplemental Specifications (Rev 02/09/87) Page 29 7-05.3(1) CONTINUED THE INSIDE OF THE INLETS SHALL BE MORTARED AND PLASTERED. MONUMENTS AND CAST IRON FRAME AND COVER: MONUMENTS AND MONUMENT CASTINGS SHALL BE ADJUSTED TO GRADE IN THE SAME MANNER AS FOR MANHOLES. VALVE BOX CASTINGS: ADJUSTMENTS OF VALVE BOX CASTINGS SHALL BE MADE IN THE SAME MANNER AS FOR MANHOLES. 7-05.3(2) CONNECTION TO EXISTING LINE, CATCH BASIN, CURB INLET OR MANHOLE (NEW SECTION) WHERE SHOWN ON THE PLANS, NEW DRAIN PIPES SHALL BE COMECTED TO EXISTING LINE, CATCH BASIN, CURB INLETS AND/OR MANHOLES. THE CONTRACTOR SHALL BE REQUIRED TO CORE DRILL INTO THE STRUCTURE, SHAPE. THE NEW PIPE TO FIT ADO REGROUT THE OPENING IN A WORKMIANLIKE MANNER. WHERE DIRECTED BY THE ENGINEER OR WHERE SHOWN ON THE PLANS, ADDITIONAL STRUCTURE CHANNELING WILL BE REQUIRED. A "COMECTION TO EXISTING" ITEM WILL BE ALLOWED AT ANY CONNECTION OF A NEW LINE TO AN EXISTING STRUCTURE, OR THE CONNECTION OF AN EXISTING LINE TO A NEW STRUCTURE. NO "CONNECTION TO EXISTING" WILL BE ACCEPTED AT LOCATION OF NEW INSTALLATION, RELOCATION AND ADJUSTMENT OF LINE MANHOLES, CATCH BASINS OR CURB INLETS. THE UNIT BID PRICE PER EACH SHALL BE FULL COMPENSATION FOR ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED. 7-05.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: MANHOLES AND CATCH BASINS WILL BE MEASURED PER EACH FOR THE FIRST 10' AS MEASURED FROM FINISHED RIM ELEVATION TO THE INVERT OF THE LOWEST OUTLET PIPE. ALL DEPTH GREATER THAN 10' WILL BE PAID AS EXTRA DEPTH MANHOLES ", OR EXTRA DEPTH CATCH BASINS, TYPE , "; PER VERTICAL FOOT . REPLACE PARAGRAPH 4: WITH: STRUCTURE EXCAVATION CLASS B AND STRUCTURE EXCAVATION CLASS 8, INCLUDING HAIR. WILL BE MEASURED AS SPECIFIED IN SECTION 2-09. 7-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH 10 AND REPLACE WITH: 1. "Standard Manholes ", Per each 2. "Extra Depth Manholes ", per V.F. 3. "Catch Basin Type , ", per each 4. "Catch Basin Type , ", without catch, per each 5. "Extra Depth Catch Basin ", per V.F. 6. "Adjust Manhole", per each 7. "Adjust Catch basin", per each 8. "Adjust Valves", per each 9. "Adjust Monuments", per each 10. "Connection to Existing", per each DELETE PARAGRAPH 4 Supplemental Specifications (Rev 02/09/87) Page 30 7-09 PIPE AND FITTINGS FOR WATER MAINS 7-09.2 MATERIALS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS: Pipe 9-30.1 Ductile Iron Pipe 9-30.1A Fitting 9-30.2 Ductile Iron Pipe 9-30.2A Plastic Film Wrap 9-30.8 Tracer Tape 9-30.9 7-10 TRENCH EXCAVATION, BEDDING, AND BACKFILL FOR WATER MAINS 7-10.3(07)B EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: MEASUREMENT OF "BAN( RUN GRAVEL FOR TRENCH BACKFILL" WILL BE BY THE TON. 7-10.4(04) BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1- 09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS . 7-10.5(02) REMOVAL AND REPLACEMENT OF EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) - DELETE 7-10.5(03) REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: PAYMENT FOR "REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL" WILL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS AND NO FURTHER COMPENSATION WILL BE MADE. 7-10.5(04) BANK RUN GRAVEL FOR TRENCH BACKFILL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "BANK RUN GRAVEL FOR TRENCH BACKFILL" WHICH PRICE SHALL BE FULL COMPENSATION FOR EXCAVATING, FURNISHING, HAULING, PLACING AND COMPACTING THE MATERIAL IN THE TRENCH. ALSO INCLUDED IN THE UNIT CONTRACT PRICE IS THE WASTING OF EXCESS AND UNUSABLE MATERIAL EXCAVATED FROM THE TRENCH. 7-10.5(05) FOUNDATION MATERIAL (ADDITIONAL SECTION) PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "FOUNDATION MATERIAL" WHICH PRICE SHALL BE FULL COMPENSATION FOR EXCAVATING AND DIS''OSING OF THE UNSUITABLE MATERIAL AND REPLACING WITH THE APPROPRIATE FOUNDATION MATERIAL PER SECTION 9-30.7B(1) 7-11 PIPE INSTALLATION FOR WATER MAINS 7-11.3(06) LAYING DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT (SUPPLEMENTAL SECTION) THE POLYETHYLENE ENCASEMENT SHALL ALSO BE INSTALLED ON ALL APPURTENANCES, SUCH AS PIPE LATERALS, COUPLINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF ANSI 21.5 OR AWWA C105. Supplemental Specifications (Rev 02/09/87) Pane 11 7-11.3(09)A CONNECTION TO EXISTING MAINS (REPLACEMENT SECTION) WHEN NOT STATED OTHERWISE IN THE SPECIAL PROVISIONS OR ON THE PLANS ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY CITY FORCES AS PROVIDED BELOW: CONTRACTOR INSTALLED CONNECTIONS: CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMa.ED ON THE SITE. EXISTING WATER MAINS SHALL BE CUT BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE PORTIONS OF PIPE TO PROVIDE FOR THE INSTALLATION OF THE REQUIRED FITTINGS AT THE POINTS OF CONNECTION. ALL DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPING TO REMAIN IN- SERVICE SHALL BE REPAIRED BY THE CONTRACTOR AT ND ADDITIONAL COST TO THE STATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LENGTH OF EXISTING WATER MAIN THAT MUST BE REMOVED. THE PIPE ENDS SHALL BE BEVELLED TO PREVENT DAMAGE TO THE TRANSITION COUPLING GASKET DURING INSTALLATION OF THE COUPLING. THE EXTERIOR OF THE EXISTING PIPE END SHALL BE CLEANED TO A SOUND, SMOOTH FINISH BEFORE INSTALLATION OF THE CODLING. TRANSITION COUPLINGS SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL BE PROVIDED WITH A PLASTIC FILM WRAP. THE PLASTIC FILM WRAP SHALL BE WRAPPED LOOSELY AROUND THE PIPE,. FITTINGS, AND COUPLINGS, AND SECURED WITH 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES IN WHICH THE COUPLINGS ARE INSTALLED SHALL BE WRAPPED A MINIMUM OF 3 FEET ON EACH SIDE OF THE CODLING. ALL JOINTS OR SEAMS IN THE PLASTIC FILM WRAP SHALL BE MADE USING THE 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. THE PLASTIC FILM WRAP NEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR COUPLING SHALL BE EXPOSED TO THE BACIKFILL. CARE SHALL BE EXERCISED DURING BACKFILLING TO PREVENT THE PLASTIC FILM WRAP FROM BEING PUNCTURED OR OTHERWISE DAMAGED. PLASTIC FILM WRAP AND ITS INSTALLATION SHALL CONFORM TO AWWA C105 EXCEPT AS MODIFIED HEREIN. WHEN WORK IS ONCE STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHDJT INTERRUPTION, AND AS RAPIDLY AS POSSIBLE UNTIL COMPLETED. NO SHUT-OFF OF MAINS WILL BE PERMITTED OVERNIGHT OR OVER WEEKENDS OR ON HOLIDAYS. IF THE CONNECTION TO THE EXISTING SYSTEM INVOLVES TURNING OFF THE WATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED BY THE SHUT-OFF. THE ENGINEER WILL ADVISE WHICH PROPERTY OWNERS ARE TO BE NOTIFIED. THE CONTRACTOR MAY BE REQUIRED TO PERFORM THE CONNECTION DURING TIMES OTHER THAN NORMAL WORKING HOUJRS. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES ON THE EXISTING SYSTEM. WATER SYSTEM PERSONNEL WILL OPERATE ALL VALVES ON THE EXISTING SYSTEM FOR THE CONTRACTOR WHEN REQUIRED. NO WORK SHALL BE PERFORMED ON THE CONNECTIONS UNLESS A REPRESENTATIVE OF THE WATER DEPARTMENT IS PRESENT TO INSPECT TIRE WORK. THE TYPES OF CON -CTIONS ARE VARIED AND SUGGESTED PIPING ARRANGEMENTS HAVE BEEN SHOWN IN THE PLANS. FOR THE INSTALLATION OF THESE CONNECTIONS, THE SURFACED PORTION OF THE ROADWAY SHALL NOT BE PENETRATED UNLESS THE CONNECTING POINT IS DIRECTLY UNDER IT. FOR CONNECTION BY ANY OTHER METHOD, THE CONTRACTOR SHALL FURNISH A DETAILED SKETCH FOR APPROVAL NOT LESS THAN TWO WEEKS PRIOR TO THE EXPECTED CONSTRUCTION. CITY INSTALLED CONNECTIONS: CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT. CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. Supplemental Specifications (Rev 02/09/87) Page 32 7-11.3(09)A CONTINUED THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THE EXCAVATION, BEDDING, AND BACKFILL, AND PROVIDE CONCRETE BLOCKING FOR THE CONNECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE EXISTING MAIN AND ASSEMBLE ALL MATERIALS. WHEN THE CITY MAKES THE CONNECTIONS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED OF THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL AND ALL RELATED COSTS SHOULD BE INCLUDED IN OTHER ITEMS OF WORK. 7-11.3(11) HYDROSTATIC PRESSURE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY WILL OPERATE. IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL PUMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SHALL BE BACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING. THE MAINS SHALL BE FILLED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE FOR A MINIMUM OF 24 HOURS TO ALLOW THE ESCAPE OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. A HYDRANT METER AND A BACKFLOW PREVENTION DEVICE WILL BE USED WHEN DRAWING WATER FROM THE CITY SYSTEM. THESE MAY BE OBTAINED FROM THE CITY BY COMPLETING THE REQUIRED FORMS AND MAKING REQUIRED SECURITY DEPOSITS. THERE WILL BE NO CHARGE FOR THE WATER USED. GAUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. A VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RE-TEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED SUCCESSFULLY. _ PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BE EXPELLED COMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL Supplemental Specifications (Rev 02/09/87) Page 33 7-11.3(11) CONTINUED INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS SHALL BE REMOVED AND PLUGGED. THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED PRESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUMP THE MAIN UP TO THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SHALL BE OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUMPING UP PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER SHALL BE STERILIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 50 MG/L. THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING THROUGH A POSITIVE DISPLACQ£NT WATER METER WITH A SWEEP UNIT HAND REGISTERING ONE GALLON PER EVOLUTION. THE METER SHALL BE APPROVED BY THE OWNER. ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: 1. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE. 2. THE LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD. ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE* - GPH Nominal Pipe Diameter* - Inches PSI 6" 8" 10" _ 12" 16" 20" 24" 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95. 1.19 1.42 1.90 2.37 2.85 225 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 *IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR FOR THOSE DIAMETERS OR PRESSURES NOT LISTED BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARD SPECIFICATIONS. 7-11.3(12) DECHLORINATION (SUPPLEMENTAL SECTION) DECHLORINATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITY'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY. 7-11.3(13) CONCRETE THRUST BLOCKING (REPLACEMENT SECTION) PROVIDE CONCRETE BLOCKING AT ALL HYDRANTS, FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE CITY OF RENTON STANDARD DETAILS FOR GENERAL BLOCKING, DEAD-MAN BLOCKING, AND VERTICAL BLOCKS HEREIN. ALL FITTINGS TO BE BLOCKED SHALL BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING MATERIALS AND SHALL NOT BE POURED AROUND JOINTS. THE FORMS SHALL BE STRIPPED PRIOR TO BACKFILLING. JOINT'RESTRAINT(SHACKLE RODS), WHERE REQUIRED, SHALL BE INSTALLED IN ACCORDANCE WITH I SECTION 7-11.3(15). Supplemental Specifications (Rev 02/09/87) Page 34 7-11.3(15) JOINT RESTRAINT SYSTEMS (NEW SECTION) GENERAL WHERE SHOWN ON THE PLANS OR IN THE SPECIFICATIONS OR REQUIRED BY THE ENGINEER, JOINT RESTRAINT SYSTEM (SHACKLE RODS) SHALL BE USED. ALL JOINT RESTRAINT MATERIALS USED SHALL BE THOSE MANUFACTURED BY STAR NATIONAL PRODUCTS, 1323 HOLLY AVENUE PO BOX 258, COLUMBUS OHIO 43216, UNLESS AN EQUAL ALTERNATE IS APPROVED IN WRITING BY THE ENGINEER. MATERIALS STEEL TYPES USED SHALL BE: HIGH STRENGTH LOW-ALLOY STEEL(COR-TEN), ASTM A242, HEAT-TREATED, SUPERSTAR "SST" SERIES. HIGH STRENGTH LOW-ALLOY STEEL(COR-TEN), ASTM A242, SUPERSTAR "SS",SERIES. CARBON STEEL ASTM A36, STAR "S" SERIES. ITEMS TO BE ZINC PLATED OR GALVANIZED TO MEET THE FOLLOWING REQUIREMENTS: ASTM 8633 ELECTRODEPOSITED COATINGS OF ZINC ON STEEL. ASTM A153 FOR GALVANIZING IRON AND STEEL HARDWARE. ASTM A123 FOR GALVANIZING ROLLED, PRESSED AND FORGED STEEL SHAPES. JOINT RESTRAINER SYSTEM COMPONENTS: TIEBOLT: ASTM A242, TYPE 2, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED. SST 7:5/8" FOR 2" AND 3" MECHANICAL JOINTS, 3/4" FOR 4" TO 12" MECHANICAL JOINTS, ASTM A325, TYPE 30, EXCEPT TENSILE STRENGTH OF FULL-BODY THREADED SECTION SHALL BE INCREASED TO 40,000 LBS. MINIMUM FOR 5/8" AND 60,000 LBS. MINIMUM FOR 3/4" BY HEAT TREATING (QUENCHING AND TEMPERING) TO MANUFACTURES REHEAT AND HARDNESS SPECIFICATIONS. SST 753: 3/4" FOR 14" TO 24" MECHANICAL JOINTS. SAME ASTM SPECIFICATION AS SST 7 SST 77: 3/4" SAME AS SST 7, EXCEPT 1" EYE FOR 7/8" ROD. SAME ASTM SPECIFICATION AS SST 7. TIENUT: HEAVY HEX NUT FOR EACH TIEBOLT. SS8: 5/8" AND 3/4", ASTM A563, GRADE C3, PLAIN OR ZINC PLATED. S 8: 5/8" AND 3/4", ASTM A563, GRADE A, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED TIECOUPLING: USED TO EXTEND CONTINUOUS THREADED RODS AND ARE PROVIDED WITH CENTER STOP TO AID INSTALLATION, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED. SS 10: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE C3. 5 10: FOR 5/8" AND 3/4" TIEROOS, ASTM A563, GRADE A. TIEROD: CONTINUOUS THREADED ROD FOR CUTTING TO DESIRED LENGTHS, PLAIN, ZINC PLATED OR HOT- DIP GALVANIZED. SS 12: 5/8" AND 3/4" DIAMETER, ASTM A242, TYPE 2; ANSI 81.1. S 12: 5/8" AND 3/4" DIAMETER, ASTM A36, A307. TIEWASHER: ROUND FLAT WASHERS, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED. SS 17: ASTM A242, F436. S 17: ANSI B18.22.1. INSTALLATION INSTALL THE JOINT RESTRAINT SYSTEM IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS SO ALL JOINTS ARE MECHANICALLY LOCKED TOGETHER TO PREVENT JOINT SEPARATION. TIEBOLTS SHALL BE INSTALLED TO PULL AGAINST THE MECHANICAL JOINT BODY AND NOT THE M.J. FOLLOWER. TORQUE NUTS AT 75-90 FOOT POUNDS FOR 3/4" NUTS. INSTALL TIECOUPLINGS WITH BOTH RODS THREADED EQUAL DISTANCE Supplemental Specifications (Rev 02/09/87) Page 35 7-11.3(15) CONTINAJED INTO TIECOUPLINGS. ARRANGE TIEROOS SYMMETRICALLY AROUND THE PIPE. PIPE DIAMETER NUMBER OF 3/4" TIERODS REQUIRED 4" 2 6" 2 8" 3 10" 4 12" 6 WHERE A MANUFACTURES MECHANICAL JOINT VALVE OR FITTING IS SUPPLIED WITH SLOTS FOR "T" BOLTS INSTEAD OF HOLES, A FLANGED VALVE WITH A FLANGE BY MECHANICAL JOINT ADAPTOR SHALL BE USED INSTEAD, SO AS TO PROVIDE ADEQUATE SPACE FOR LOCATING TIEBOLT. WHERE A CONTINUOUS RUN OF PIPE IS REQUIRED TO BE RESTRAINED, NO RUN OF RESTRAINED PIPE SHALL BE GREATER THAN 60 FEET IN LENGTH BETWEEN FITTINGS. INSERT LONG BODY SOLID SLEEVES AS REQUIRED ON LONGER RUNS TO KEEP TIEROD LENGTHS TO THE 60 FOOT MAXIMUM. PIPE USED IN CONTINUOUSLY RESTRAINED RUNS SHALL BE MECHANICAL JOINT PIPE AND TIEBOLTS SHALL BE INSTALLED AS ROD GUIDES AT EACH JOINT. • 7-12 VALVES FOR WATER MAINS 7-12.2 MATERIALS (SUPPLEMENTAL SECTION) ISHALL SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES BE GLOW LIST 14, MUELLER COMPANY NO. A-2380, KENNEDY, OR M & H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7-14 HYDRANTS 7-14.3(01) SETTING HYDRANTS (ADDITIONAL SECTION) HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 3.8.1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED TO THE CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PAINTED YELLOW. FIRE HYDRANTS SHALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 6", 8" and 10" PIPING IN TRENCHES 3 - 1/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE DESIGNED FOR A 4-1/2 FOOT BURIAL WHERE 12" AND LARGER PIPE IS SHOWN UNLESS OTHERWISE NOTED ON THE PLAN. 7-14.3(02) HYDRANT CONNECTIONS (ADDITIONAL SECTION) I , FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (MJ X FL), 6" GATE VALVE (FL X MJ), 6' C.I. SPOOL (FE X PE) 5" M.V.O. FIRE HYDRANT (MJ CONNECTION), 8" x 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE y ; II Supplemental Specifications (Rev 02/09/87) Page 36 7-14.3(02) CONTINUED IROD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. JOINT RESTRAINT(SHACKLE RODS), SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15). 7-14.3(03) RESETTING EXISTING HYDRANTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE METHOD OF HARNESSING THE HYDRANT SHALL BE DETERMINED BY THE CONDITIONS FOUND IN THE FIELD AND SHALL BE RE-SHACKLED AND RE-BLOCKED AS DIRECTED BY THE ENGINEER. ADD: ALL RUBBER GASKETS REMOVED OR DISTURBED DURING RESETTING SHALL BE REPLACED WITH NEW GASKETS OF THE TYPE REQUIRED FOR A NEW INSTALLATION OF THE SAME TYPE. 7-14.5(01) HYDRANT ASSEMBLY (SUPPLEMENTAL SECTION) THE UNIT CONTRACT PRICE PER EACH FOR "HYDRANT ASSEMBLY COMPLETE" SHALL BE THE SAME AS "HYDRANT ASSEMBLY" EXCEPT THAT THE 6-INCH DUCTILE IRON PIPE CONNECTING THE HYDRANT TO THE MAIN SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE FOR "HYDRANT ASSEMB.Y COMPLETE". 7-15 SERVICE CONNECTIONS 7-15.3 CONSTRUCTION DETAILS (REPLACEMENT SECTION) REPLACE 1st SENTENCE PARAGRAPH 5 WITH: PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES SHALL BE COPPER. SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD PLANS OF THE CITY OF RENTON BOUND HEREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TO BE CONNECTED. ITHE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4" SERVICE. THE CONTRACTOR WILL USE COPPER TUBING, TYPE K, SOFT FOR 3/4" SERVICES. I TYPE I: CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE WITH COMPRESSION TYPE, THREE PART UNION COUPLINGS. TYPE II: WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A NEW COPPER PIPE SERVICE TO THE PROPERTY LIPS. (METERS SHALL BE LOCATED IN PLANTER STRIP BETWEEN SIDEWALK AND CURB). TYPE III: WHERE FUTURE STUB SERVICES SHALL BE INSTALLED THEY SHALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER). A SOLID CORE THREADED SPACER THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER. 7-17 SANITARY SEWERS 7-17.2 MATERIAL (PARTIAL REPLACEMENT SECTION) IN PARAGRAPH 1 DELETE: A B S COMPOSITE, ASBESTOS BONDED CORRUGATED STEEL IN PARAGRAPH 4 DELETE: A B S COMPOSITE SEWER PIPE 9-05.14 Supplemental Specifications (Rev 02/09/87) Page 37 7-17.3(1)B PIPE BEDDING (SUPPLEMENTAL SECTION) PIPE BEDDING MATERIAL FOR PVC PIPE SHALL BE PLACED TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE AND EXTENDING UP 6" ABOVE THE CROWN ON ALL PIPES. THE HAND-PLACED BEDDING AROUND THE PIPE AND TO A POINT 6" ABOVE THE CROWN SHALL BE FOOT-TAMPED UNTIL IT IS UNYIELDING. THE REMAINING BACKFILL SHALL BE MECHANICALLY TAMPED WITH HAND-OPERATED MECHANICAL OR PNEUMATIC TAMPERS TO 95% DENSITY. PIPE BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO FURTHER COMPENSATION SHALL BE MADE. . 7-17.3(2)G SEWER LINE CONNECTIONS (SUPPLEMENTAL SECTION) UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CONNECTIONS OF LATERAL SEWERS TO EXISTING MAINS SHALL BE MADE THROUGH A CAST IRON SADDLE SECURED TO THE SEWER MAIN WITH STAINLESS STEEL BANDS. WHEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, PLAN ON REINFORCED CONCRETE, CAST OR DUCTILE IRON PIPE, THE EXISTING MAIN SHALL BE CORE DRILLED. CONNECTIONS TO EXISTING CONCRETE MANHOLES SHALL BE CORE-DRILLED, AND SHALL HAVE AN "0" RING RUBBER GASKET MEETING ASTM C-478 IN A MANHOLE COUPLING EQUAL TO THE JOHNS-MANVILLE ASBESTOS-CEMENT COLLAR, OR USE A CONICAL TYPE FLEXIBLE SEAL EQUAL TO KORE-N-SEAL. 7-17.3(2) I PROTECTION OF EXISTING SEWERAGE FACILITIES (SUPPLEMENTAL SECTION) WHEN EXTENDING AN EXISTING SEWER, THE DOWNSTREAM SYSTEM SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS BY PLACING A SCREEN OR TRAP IN THE FIRST EXISTING MANHOLE DOWNSTREAM OF THE CONNECTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THIS SCREEN OR TRAP UNTIL THE NEW SYSTEM IS PLACED IN SERVICE AND THEN TO REMOVE IT. ANY CONSTRUCTION DEBRIS WHICH ENTER THE EXISTING DOWNSTREAM SYSTEM, SHALL BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, AND TO THE SATISFACTION OF THE ENGINEER. WHEN THE FIRST MANHOLE IS SET, IT'S OUTLET SHALL BE PLUGGED UNTIL ACCEPTANCE BY THE ENGINEER. 7-17.3(4)I TELEVISION INSPECTION (SUPPLEMENTAL SECTION) ONCE THE TELEVISION INSPECTION HAS BEEN COMPLETED THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TAPES. SAID VIDEO TAPES ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY SYSTEM ACCEPTS 1/2" WIDE HIGH DENSITY VHS TAPES. THE TAPES WILL BE RUN AT STANDARD SPEED SP (1 5/16 I.P.S.). 7-17.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE SEWER TRENCH WILL BE MEASURED THE SAME AS STRUCTURE EXCAVATION CLASS 8 AS SPECIFIED IN SECTION 2.09. ADD: MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- 09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. 7-17.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 1 THROUGH 9 PARAGRAPH 1 WITH: 1. " " Sanitary Sewer Pipe", Per Linear Foot 2. " "x_" Tees" Per Each 3. "T.V. Inspection" Per Lump Sum 4. "Bank Run Gravel for Trench Backfill", Per Ton Supplemental Specifications (Rev 02/09/87) Page 38 7-18.2 MATERIALS MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS: BITUMINOUS SURFACE TREATMENT 5-02 ASPHALT CONCRETE PAVEMENT 5-04 CEMENT CONCRETE PAVEMENT 5-05 CURBS AND GUTTERS 8-04 CEMENT CONCRETE SIDEWALKS 8-14 7-18.3 CONSTRUCTION DETAILS 7-18.3(1) GENERAL PAVEMENT PATCHING SHALL BE SCHEDULED TO ACCOMMODATE THE DEMANDS OF TRAFFIC AND SHALL BE PERFORMED AS RAPIDLY AS POSSIBLE TO PROVIDE MAXIMA SAFETY AND CONVENIENCE TO PUBLIC TRAVEL. THE PLACING AND COMPACTION OF THE TRENCH BACKFILL, THE PREPARATION AND COMPACTION OF THE SUBGRADE, AND THE PLACING AND COMPACTION OF THE CRUSHED SURFACING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE VARIOUS APPLICABLE SECTIONS OF THESE SPECIFICATIONS. BEFORE THE PATCH IS CONSTRUCTED ALL PAVEMENT CUTS SHALL BE TRUED SO THAT THE MARGINAL LINES OF THE PATCH WILL FORM A RECTANGLE WITH STRAIGHT EDGES AND VERTICAL FACES. THE USE OF A CONCRETE SAW SHALL BE REQUIRED UNLESS EXCEPTED IN THE SPECIAL PROVISIONS OR BY THE ENGINEER. CONCRETE USED IN PATCHES SHALL BE CLASS 'B' (3/4) - 3 DAY MIX. CURING COMPOUND AS SPECIFIED IN SECTION 5-05.3(13) SHALL BE PLACED ON THE CONCRETE IMEDIATELY AFTER FINISHING. PROPER SIGNS, BARRICADES, LIGHTS AND OTHER WARNING DEVICES, AS MAY BE APPROVED BY THE ENGINEER, SHALL BE MAINTAINED ALL 24 HOURS OF THE DAY UNTIL THE PATCH IS COMPLETED AND READY FOR TRAFFIC. 7-18.3(2) CEMENT CONCRETE PAVEMENTS AFTER THE SUBGiADE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTRICTED TO LINE AND GRADE, THE CEMENT CONCRETE PAVEMENT PATCH SHALL BE PLACED, COMPACTED AND STRUCK OFF TO THE GRADE OF THE ADJACENT PAVEMENT IN ACCORDANCE WITH THE PERTINENT SECTIONS OF SECTION 5-05. THROUGH AND DUMMY JOINTS SHALL BE PLACED AND EDGED WHERE DIRECTED. THE SURFACE SHALL BE FINISHED AND BRUSHED WITH A FIBER BRUSH. APPROVED CURING COMPOUND SHALL BE PLACED ON THE FINISHED CONCRETE IMMEDIATELY AFTER FINISHING. 7-18.3(3) RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE STREETS WHICH HAVE RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE SHALL BE PATCHED AS SHOWN ON THE STANDARD DRAWING, OR AS OTHERWISE SPECIFIED, THE SURFACE OF THE CEMENT CONCRETE PORTION OF THE PATCH SHALL BE LEFT LOW ENOUGH TO ACCOMMODATE THE ASPHALT PORTION OF THE PATCH. BRUSH FINISHING WILL NOT BE REQUIRED. JOINTS SHALL BE PLACED IF DIRECTED BY THE ENGINEER. CURING SHALL BE ACCOMPLISHED WITH A SS-1 EMULSION CUT BACK WITH WATER AS DIRECTED BY THE ENGINEER. ASPHALT CONCRETE OR BITUMINOUS PLANT MIX SHALL NOT BE PLACED UNTIL THE DAY AFTER THE CEMENT CONCRETE HAS BEEN PLACED, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE EDGES OF THE EXISTING ASPHALT PAVEMENTS AND CASTINGS SHALL BE PAINTED WITH HOT ASPHALT IMMEDIATELY BEFORE PLACING THE ASPHALT PATCHING MATERIAL. THE ASPHALT CONCRETE PAVEMENT SHALL THEN BE PLACED, LEVELED, AND COMPACTED TO CONFORM TO THE ADJACENT PAVED SURFACE. IMMEDIATELY THEREAFTER, ALL JOINTS BETWEEN THE NEW AND ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION AND BE COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT SOLIDIFIES. Supplemental Specifications (Rev 02/09/87) Page 39 7-18.3(4) ASPHALT CONCRETE STREETS ON GRANULAR BASE AFTER THE SUBGRADE HAS BEEN PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, ASPHALT CONCRETE PAVEMENT CLASS B OR CLASS F SHALL BE PLACED TO A THICKNESS OF THE EXISTING ASPHALT PAVEMENT DEPTH, OR TO A MINIMUM OF TWO (2) INCHES, WHICHEVER DEPTH IS THE GREATER, AND COMPACTED IN THE MANNER SPECIFIED IN SECTION 7-18.3(3). 7-18.3(5) OIL MAT STREETS THE EXISTING OIL MAT SHALL BE UNIFORMLY TRIMMED TO A STRAIGHT LINE. AFTER THE SUBGRADE HAS BEEN PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, A MINIMUM OF TWO (2) INCHES OF ASPHALT CONCRETE PAVEMENT CLASS B SHALL BE PLACED AND COMPLETED IN THE SAME MANNER AS SPECIFIED IN SECTION 7-18.3(3). 7-18.3(6) INCIDENTAL WORK ALL INCIDENTAL WORK AS REQUIRED TO COMPLETE THE PATCHING OF STREET SURFACES AS SPECIFIED, INCLUDING JOINTS WHERE REQUIRED, SHALL BE CONSIDERED AS INCIDENTAL TO THE PATCHING AND THE COSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED. 7-18.4 MEASUREMENT PAYMENT FOR PAVEMENT PATCHING WILL ONLY BE MADE FOR MATERIALS USED WITHIN THE NEAT LINES 1 (ONE) FOOT ON EITHER SIDE OF THE MAXIMUM TRENCH WIDTH AS SPECIFIED IN SECTION 2-09.4. MEASUREMENT AND PAYMENT FOR CRUSHED ROCK SHALL BE AS COVERED IN OTHER SECTIONS OF THIS DOCUMENT. 7-18.5 PAYMENT PAYMENT WILL BE MADE FOR EACH OF THE FOLLOWING BID ITEMS AS ARE INCLUDED IN THE PROPOSAL, AND PAYMENT WILL BE MADE UNDER: 1. "BITUMINOUS SURFACE TREATMENT, FOR PAVEMENT PATCHING " PER SQ. YD. 2. "CEMENT CONCRETE CLASS , FOR PAVEMENT PATCHING " PER CU. YD. 3. "CEMENT CONCRETE CLASS , FOR PAVEMENT PATCHING " PER SQ. YD. 4. "ASPHALT CONCRETE CLASS , FOR PAVEMENT PATCHING PER TON. 5. "ASPHALT CONCRETE CLASS , FOR PAVEMENT PATCHING PER SQ. YD. WHEN NONE OF THE ABOVE IS INCLUDED IN THE PROPOSAL, PAVEMENT PATCHING SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND THE COSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED. Supplemental Specifications (Rev 02/09/87) Page 40 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-04 CURBS, GUTTER, SPILLWAYS AND INLETS 8-04.3(1) CEMENT CONCRETE CURBS, GUTTERS AND SPILLWAYS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER AND SPILLWAY SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLASS B SPECIFIED ON THE STANDARD PLANS AND CONFORMING TO THE REQUIREMENTS OF SECTION 6-02, EXCEPT THAT CLASS A MIX SHALL BE USED IN ALL DEPRESSED CURBS FOR DRIVE WAY SECTIONS. IN PARAGRAPH 6, LAST SENTENCE DELETE; "CLASS B" 8-04.4 MEASUREMENT (StPPLEMENTAL SECTION) THE EXTRA DEPTH OF CURB AND GUTTER, AND THE 3-DAY MIX REQUIRED ACROSS DRIVEWAY SECTIONS, AS SHOWN ON THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL AND NO ADDITIONAL PAYMENT SHALL BE MADE. 8-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB 8-07.1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB OF THE DESIGN AND TYPE SPECIFIED IN THE PLANS. THE CURB WILL BE INSTALLED IN ACCORDANCE WITH THESE SPECIFICATIONS AND PER THE CITY OF RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR AS DIRECTOR BY THE ENGINEER. 8-07.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE MADE BY THE FOLLOWING: (1) "Precast Traffic Curb, Type A" per lin. ft. (2) "Precast Traffic Curb, Type C" per lin. ft. (3) "Block Traffic Curb, Type A" per lin. ft. (4) "Block Traffic Curb, Type C" per lin. ft. 8-08 PLASTIC TRAFFIC BUTTONS 8-08.1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL WHITE OR YELLOW PLASTIC TRAFFIC BUTTONS WHERE SHOWN ON THE PLANS, OR WHERE DIRECTED BY THE ENGINEER. 8-08.2 MATERIALS (SUPPLEMENTAL SECTION) THE PLASTIC TRAFFIC BUTTONS SHALL CONFORM TO APPLICABLE PROVISIONS OF SECTIONS 8-08 and 9-20. 8-08.3 CONSTRUCTION REQUIREMENTS (SUPPLEMENTAL SECTION) THE PLASTIC TRAFFIC BUTTONS SHALL BE ATTACHED TO THE PAVEMENT BY ONE OF THE FOLLOWING: 1. Placing Tack Coat of Hot Paving Asphalt on Pavement Surface and firmly pressing the button onto it. Supplemental Specifications (Rev 02/09/87) Page 41 8-08.3 CONTINUED 2. Placing Adhesive (epoxy) on pavement surface and pressing the button onto it. 8-08.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT WILL BE BY THE UNIT, COMPLETE IN PLACE. 8-08.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE BY THE FOLLOWING; (1) "10" Plastic Traffic Button, color, " per ea. 8-09. LANE MARKERS 8-09.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT WILL BE LANE MARKER, TYPE I and TYPE II BY THE UNIT COMPLETE IN PLACE. 8-09.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE BY THE FOLLOWING: (1) "4" LANE LINE MARKER, TYPE I, White" Per Each (2) "4" LANE LINE MARKER, TYPE II, COLOR(S)" Per Each 8-13 MONUMENT CASES 8-13.3 CONSTRUCTION REQUIREMENTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: THE MONUMENT WILL BE FURNISHED AND SET BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OF THE CITIES SURVEYOR. WHEN THE CONTRACT INCLUDES CONTRACTOR SUPPLIED SURVEYING, THE CONTRACTORS SURVEYOR SHALL SET THE STRADDLE POINTS FROM WHICH THE CONTRACTOR SHALL SET THE MONUMENT. IN ALL CASES THE CITIES SURVEYOR SHALL SET THE PUNCH OR TACK IN THE MONUMENT. 8-13.5 PAYMENT (SUPPLEMENTAL SECTION) THE MONUMENT WILL ALSO BE SUPPLIED AND PLACED AS PART OF "MONUMENT, MONUMENT-CASE AND COVER" AND ALL WORK IN SUPPLYING SAID MONUMENT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.2 MATERIALS (PARTIAL REPLACEMENT SECTION) DELETE PARAGRAPH 2 8-14.3(4) CURING (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: THE CONCRETE SIDEWALK SHALL BE CURED FOR AT LEAST 72 HOURS AS SPECIFIED IN 5-05.3(13)B OR AS Supplemental Specifications (Rev 02/09/87) Page 42 8-14.3(4) CONTINUED APPROVED BY THE ENGINEER. DURING THE CURING PERIOD, ALL TRAFFIC, BOTH PEDESTRIAN AND VEHICULAR, SHALL BE EXCLUDED. VEHICULAR TRAFFIC SHALL BE EXCLUDED FOR SUCH ADDITIONAL TIME AS THE ENGINEER MAY DIRECT. 8-15 RIPRAP 8-15.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: HAND PLACED RIP RAP WILL BE MEASURED BY THE TON OF RIP RAP ACTUALLY PLACED AND ACCEPTED. REPLACE PARAGRAPH 3 WITH: FILTER BLANKET WILL BE MEASURED BY THE TON FOR MATERIAL ACTUALLY PLACED AND ACCEPTED. 8-15.5 PAYMENT (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1 REPLACE ITEMS 3 AND 7 WITH: 3. "Hand Placed Rip Rap", per Ton 7. "Filter Blanket" Per Ton REPLACE PARAGRAPH 3 WITH: THE UNIT CONTRACT PRICE PER TON FOR "FILTER BLANKET" SHALL BE FULL COMPENSATION FOR ALL COSTS IN CONNECTION WITH FURNISHING AND PLACING A FILTER BLANKET. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS AND ELECTRICAL 8-20.3(2) EXCAVATING AND BACKFILLING (REPLACEMENT SECTION) THE CONTRACTOR SHALL SUPPLY TRENCH WITHIN THE UNIT WIDTHS AND TO THE SPECIFIED DEPTHS AT THE LOCATIONS INDICATED ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS. TRENCHING FOR CONDUIT RUNS SHALL BE DONE IN A NEAT MANNER WITH THE TRENCH BOTTOM GRADED TO PROVIDE A UNIFORM GRADE. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. BACKFILL MATERIAL USED FOR FILL AROUND AND OVER THIS CONDUIT SYSTEM SHALL BE FREE OF ROCKS GREATER THAN TWO INCHES IN DIAMETER TO A DEPTH OF SIX INCHES ABOVE THE CONDUIT. TRENCH WITHIN THE ROADWAY AREA SHALL USE SELECT TRENCH BACKFILL AND SHALL CONSIST OF MATERIAL AS INDICATED IN THE SPECIAL PROVISIONS AND SCHEDULE OF PRICES. THE SOURCE AND QUALITY OF THE MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. TRENCH BACKFILL WITHIN THE SIDEWALK AREA CAN BE MADE WITH ACCEPTABLE MATERIALS FROM THE EXCAVATION AND SHALL BE CONSIDERED A NECESSARY PART OF AND INCIDENTAL TO THE EXCAVATION IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE CITY RESERVES THE RIGHT TO MAKE ADDITIONS OR DELETIONS TO THE TRENCH WHICH PROVE NECESSARY FOR THE COMPLETION OF THIS PROJECT. THE MINIMUM WIDTH FOR THE TRENCH NEEDED WILL BE AT THE OPTION OF THE CONTRACTOR. TRENCH WIDTH WILL, HOWEVER, BE OF SUFFICIENT SIZE SO THAT ALL OF THE NECESSARY CONDUIT CAN BE INSTALLED WITHIN THE DEPTHS SPECIFIED WHILE MAINTAINING THE MINIMI<M COVER. 8-20.3(4) FOUNDATIONS - CONCRETE (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOUNDATIONS FOR AND TO THE DIMENSIONS SPECIFIED IN TABLE 1 BELOW. THE ANCHOR BOLTS SHALL MATCH THAT OF THE DEVICE TO BE Supplemental Specifications (Rev 02/09/87) Page 43 ' 4 8-20.3(4) CONTINUED INSTALLED THEREON. ALL EXCESS MATERIALS ARE TO BE REMOVED FROM THE FOUNDATION CONSTRUCTION SITE AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETE THE CONTRACTOR SHALL BLOCK-OUT AROUND ANY OTHER UNDERGROUND UTILITIES THAT LIE IN THE EXCAVATED BASE SO THAT THE CONCRETE WILL NOT ADHERE TO THE UTILITY LINE. CONCRETE FOUNDATIONS SHALL BE TROWELED, 8-20.3(4) CONTINUED BRUSHED, EDGED AND FINISHED IN A WORKMANSHIP-LIKE MANNER. CONCRETE SHALL BE PROMPTLY CLEANED FROM THE EXPOSED PORTION OF THE ANCHOR BOLTS AND CONDUIT AFTER PLACEMENT. FOUNDATION SHALL ALL BE CLASS "B" CONCRETE. AFTER A CURING PERIOD OF TWO WEEKS, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON. TABLE 1 TYPE OF DEVICE DIMENSIONS Street Light Pole 4' Deep x 3' Sq. or Dia. Signal Pole 7' Deep x 3' Sq. or Dia. Signal Controller See Detail Sheet Street Light Control Cabinet See Detail Sheet Special Base See Detail Sheet ALL CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MANNER SPECIFIED BELOW: 1) WHERE SIDEWALK OR RAISED ISLANDS ARE TO BE CONSTRUCTED AS A PART OF THIS PROJECT, THE TOP OF THE FOUNDATION SHALL BE MADE FLUSH WITH THE TOP OF THE SIDEWALK OR ISLAND. (SEE DETAIL' SHEET) 2) WHERE NO SIDEWALKS ARE TO BE INSTALLED, THE GRADE FOR THE TOP OF THE FOUNDATION SHALL BE AS SPECIFIED BY THE ENGINEER. (SEE DETAIL SHEET) ALL CONCRETE FOUNDATIONS SHALL BE LOCATED AS PER STATIONING ON THE PLANS OR AS LOCATED BY THE ENGINEER IN THE FIELD. 8-20.3(5) CONDUIT (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT AND NECESSARY FITTINGS AT THE LOCATIONS NOTED ON THE PLANS. CONDUIT SIZE SHALL BE AS INDICATED ON THE WIRING AND CONDUIT SCHEDULE SHOWN ON PLANS. CONDUIT TO BE PROVIDED AND INSTALLED SHALL BE OF THE TYPE INDICATED BELOW: 1) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE USED WHENEVER THE CONDUIT IS TO BE PLACED OTHER THAN WITHIN THE ROADWAY AREA. 2) SCHEDULE 80 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE USED WHEN THE CONDUIT IS TO BE PLACED WITHIN THE ROADWAY AREA. ALL JOINTS SHALL BE MADE WITH STRICT COMPLIANCE TO THE MANUFACTURER'S RECOMMENDATIONS REGARDING CEMENT USED AND ENVIRONMENTAL CONDITIONS. 8-20.3(6) JUNCTION BOXES (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE AND INSTALL JUNCTION BOXES OF THE TYPE AND SIZE AT THE LOCATIONS SPECIFIED IN THE PLANS AND AS PER DETAIL SHEETS. ' r Supplemental Specifications (Rev 02/09/87) Page 44 8-20.3(6) CONTINUED THE INSCRIPTION ON THE COVERS OF ALL JUNCTION BOXES SHALL BE AS INDICATED BELOW: 1) STREET LIGHTING ONLY: "LIGHTING" 2) SIGNAL ONLY: "SIGNALS" 3) TRAFFIC SIGNAL AND STREET LIGHTING: "TS-LT" 4) TELEMETRY ONLY: "TELEMETRY" INSCRIPTIONS ON JUNCTION BOXES PERFORMING THE SAME FUNCTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL, OR BOTH, SHALL BE CONSISTENT THROUGHOUT THE PROJECT. ALL JUNCTION BOXES SHALL BE INSTALLED IN CONFORMANCE WITH PROVISIONS CONTAINED IN THE STANDARD PLANS AND DETAIL SHEETS. THE UNIT CONTRACT PRICE PER EACH FOR "DESIGN B" OR "DESIGN C" JUNCTION BOX SHALL BE FULL COMPENSATION FOR FURNISHING SAME AND FOR ALL COSTS OF LABOR, MATERIAL, TOOLS, AND EQUIPMENT NECESSARY TO PROVIDE AND INSTALL THE JUNCTION BOXES INCLUDING EXCAVATION, BACKFILLING AND COMPACTION ALL IN ACCORDANCE WITH PLANS, SPECIFICATIONS AND DETAIL SHEETS. 8-20.3(9) GROUNDING (REPLACEMENT SECTION) ALL STREET LIGHT STANDARDS, SIGNAL POLES, SIGNAL CONTROLLER CABINETS AND SIGNAL/LIGHTING SERVICE CABINETS SHALL BE GROUNDED TO A COPPER CLAD SOLID METALLIC GROUND ROD 5/8" IN DIAMETER x 8'0" IN LENGTH COMPLETE WITH A #6 BARE COPPER BONDING STRAP LOCATED IN THE NEAREST JUNCTION BOX. GROUND ROOS ARE CONSIDERED MISCELLANEOUS ITEMS AND THE COST IS TO BE INCLUDED WITH THE SYSTEM OR CONDUCTORS. 8-20.3(10) SERVICE (REPLACEMENT SECTION) THREE TYPES OF POWER SERVICE ARE USED AS INDICATED BELOW: 1) TYPE I SYSTEM SHALL BE SINGLE PHASE 120 VOLT, 2 WIRE, 60 CYCLE A.C. (TRAFFIC SIGNAL SERVICE ONLY) 2) TYPE II, SYSTEM SHALL BE SINGLE PHASE 240 VOLT, 2 WIRE, 60 CYCLE A.C. (STREET LIGHTING NON CONTACTOR, INDIVIDUAL CONTROLLED PHOTO-CELL WITH NO NEUTRAL WIRE) 3) TYPE III SYSTEM SHALL BE SINGLE PHASE 120/240 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIGHTING CONTACTOR/TRAFFIC SIGNAL, GROUNDED NEUTRAL SERVICE) THE POWER SERVICE POINT SHALL BE AS NOTED ON THE PLANS AND SHALL BE VERIFIED BY THE ELECTRICAL SERVICING UTILITY. 8-20.3(13) ILLUMINATION SYSTEMS (SUPPLEMENTAL SECTION) UNDERGROUND CONDUCTORS FOR THE STREET LIGHTING CIRCUIT SHALL BE STRANDED COPPER, THW GRADE WITH 600 VOLT INSULATION OF THE SIZE NOTED ON THE PLANS AND WIRING SCHEDULE. SPLICING OF THE STREET LIGHTING CIRCUIT WILL BE MADE ONLY IN JUNCTION BOXES AND THE SPLICE KIT SHALL CONSIST OF A PRESSURE TYPE DEVICE WHERE THE CONNECTION OF THE WIRE TO THE KIT IS ACHIEVED BY CRIMPING OR BY A COMPRESSION BOLT. NO TWIST ON TYPE CONNECTORS SHALL BE ALLOWED. AFTER THE KIT HAS BEEN INSTALLED, ALL EXPOSED SURFACES OF WIRE AND KIT SHALL BE PLACED IN A CLEAR PLASTIC FORM AND FILLED WITH EPDXY TO FORM A WATER-TIGHT SEAL. MATERIAL USED FOR THE SPLICE KIT SHALL BE COMPATIBLE WITH THE WIRE MATERIAL. TWO QUICK DISCONNECT KITS, S.E.C. OR EQUAL, SHALL BE FURNISHED AND INSTALLED, WITH FUSES, BY THE CONTRACTOR FOR EACH LIGHT STANDARD INSTALLED. ALL MATERIALS SHALL BE COMPATIBLE WITH THE COPPER CONDUCTORS AND ITS INSULATION. THE CONTRACTOR SHALL SUBMIT SAMPLES OF THE CONNECTORS PROPOSED FOR USE TO THE ENGINEER FOR APPROVAL Supplemental Specifications (Rev 02/09/87) Page 45 8-20.3(13)A LIGHT STANDARDS (REPLACEMENT SECTION) THE HAND HOLE SHALL BE LOCATED AT 90 DEGREES TO THE DAVIT ARM ON THE SIDE AWAY FROM TRAFFIC. A GROUNDING LUG OR NUT SHALL BE PROVIDED IN THE HAND HOLE FRAME OR INSIDE THE HAND HOLE FRAME OR INSIDE THE POLE SHAFT TO ATTACH A (MOUND BONDING STRAP. ALL POLES AND DAVIT ARMS SHALL BE DESIGNED TO SUPPORT A LUMINAIRE WEIGHT OF 50 LBS. OR MORE AND TO WITHSTAND PRESSURES CAUSED BY WIND LOADS OF 85 M.P.H. WITH GUST FACTOR OF 1.3. ALL POLES SHALL MAINTAIN A MINIMUM SAFETY FACTOR OF 4.38 P.S.I. ON YIELD STRENGTH OF WEIGHT LOAD AND 2.33 P.S.I. FOR BASIC WIND PRESSURE. DAVIT ARMS THE DAVIT STYLE ARM SHALL INCORPORATE A 5'9" RADIUS BEND AS MEASURED FROM THE CENTERLINE OF THE SHAFT. THE OUTER PORTION OF THE ARM SHALL BE NEARLY HORIZONTAL TO +2' ABOVE HORIZONTAL AND SHALL BE FURNISED WITH A 2" DIAMETER S.IPFITTER WITH A MAXIMUM LENGTH OF 8 INCHES TO FIT THE LUMINAIRE SPECIFIED. THE POLE END OF THE DAVIT ARM TUBE SHALL BE FASTENED SECURELY TO THE TOP OF THE SHAFT PRODUCING A FLUSH JOINT WITH AN EVEN PROFILE. ANCHOR BASE A ONE PIECE ANCHOR BASE OF ADEQUATE STRENGTH, SHAPE AND SIZE SHALL BE SECURED TO THE LOWER END OF THE SHAFT SO THAT THE BASE SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. THE BASE SHALL BE PROVIDED WITH FOUR SLOTTED OR ROUND HOLES TO RECEIVE THE ANCHOR BOLTS. NUT COVERS SHALL BE PROVIDED WITH EACH POLE. ANCHOR BOLTS FOUR HIGH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWO HEXNUTS AND TWO WASHERS, SHALL BE FURNISHED WITH THE POLE. EACH ANCHOR BOLT SHALL HAVE A 4" "L" BEND AT THE BOTTOM END AND BE THREADED AT THE TOP END. THREADED ENDS, ALL NUTS AND WASERS SHALL BE HOT DIP GALVANIZED. THE ANCHOR BOLTS SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. MISCELLANEOUS HARDWARE ALL HARDWARE (BOLTS, NUTS, SCREWS, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SHALL BE STAINLESS STEEL. I.D. (IDENTIFICATION FOR POLES) THE CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4-DIGITS AND ONE LETTER ON EACH POLE, WHETHER INDIVIDUAL LUMINAIRE OR SIGNAL POLE WITH LUMINAIR. THE LETTER AND MJ 43ERS COMBINATION SHALL BE MOUNTED AT THE 15 FOOT LEVEL ON THE POLE FACING APPROACHING TRAFFIC. LEGENDS SHALL BE SEALED WITH TRANSPARENT FILM, RESISTANT TO DUST, WEATHER AND ULTRAVIOLET EXPOSURE. THE DECAL MARKERS SHALL BE 3 INCH SQUARE WITH GOTHIC GOLD, WHITE REFLECTORIZED 2 INCH LEGEND ON A BLACK BACKGROUND. THE I.D. NUMBER WILL BE ASSIGNED TO EACH POLE AT THE END OF THE CONTRACT OR PROJECT BY THE CITY TRAFFIC ENGINEERING OFFICE. COST FOR THE DECALS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT BID. LIGHT STANDARDS SHALL BE SPUN ALUMINUM DAVIT STYLE AND SHALL MEET THE POLE DETAIL REQUIREMENTS INDICATED BELOW AND THE DETAIL SHEETS AT THE END OF THESE SPECIFICATIONS. THE POLE SHAFT SHALL BE PROVIDED WITH A 4" x 6" FLUSH HAND HOLE NEAR THE BASE AND A MATCHING METAL COVER SECURED WITH STAINLESS STEEL SCREWS OR BOLTS. ALL TENONS SHALL BE FACTORY INSTALLED AND ALL WELDING SHALL BE COMPLETED PRIOR TO GALVANIZING. ALL SIGNAL POLE FOUNDATIONS SHALL BE CONSTRUCTED TO PROVIDE THE POLE ORIENTATION NOTED IN THE PLANS. Supplemental Specifications (Rev 02/09/87) Page 46 8-20.3(13)A CONTINUED THE POLE SHALL BE ADJUSTED FOR PLUMB AFTER ALL NEEDED SIGNAL EQUIPMENT HAS BEEN INSTALLED THEREON. AFTER THE POLE IS PLUMBED THE SPACE BETWEEN THE CONCRETE FOUNDATION AND THE BOTTOM OF THE POLE BASE PLATE SHALL BE FILLED WITH A DRY PACK MORTAR GROUT AND TROWLED TO A SMOOTH FINISH CONFORMING TO THE CONTOUR OF THE POLE BASE PLATE. DRY PACK MORTAR GROUT SHALL CONSIST OF A 1:3 MIXTURE OF PORTLAND CEMENT AND FINE SAND WITH JUST ENOUGH WATER SO THAT THE MIXTURE WILL STICK TOGETHER ON BEING MOLDED INTO A BALL BY HAND, AND WILL NOT EXUDE MOISTURE WHEN SO PRESSED. A ONE HALF INCH DRAIN HOLE SHALL BE LEFT IN THE BOTTOM OF THE GROUT PAD AS SHOWN ON THE STANDARD DETAIL. 8-20.3(14) SIGNAL SYSTEMS (SUPPLEMENTAL SECTION) ALL SIGNAL CONDUCTORS SHALL BE STRANDED COPPER AND SHALL HAVE 600 VOLT TH INSULATION AND BE CF THE SIZES NOTED ON THE PLANS. ALL FLLTI-CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFORM TO DIVISION 9-29.3 AND SHALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING SCHEDULE AND WIRING DIAGRAM. ALL STRANDED WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END, CRIMP STYLE SOOERLESS TERMINAL CONNECTOR, AND ALL SOLID WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END SOLDERED TERMINAL CONNECTOR. ALL TERMINALS SHALL BE INSTALLED WITH A TOOL DESIGNED FOR THE INSTALLATION OF THE CORRECT TYPE OF CONNECTOR AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET SHALL BE TRIMMED AND CABLED TOGETHER TO MAKE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUNS SHALL BE ATTACHED TO APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS. 8-20.3(14)D TEST FOR INDUCTION LOOPS AND LEAD-IN CABLES (ADDITIONAL SECTION) THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND SHALL FURNISH THE ENGINEER WITH A COPY OF THE RESULTS. 8-20.3(14)E SIGNAL STANDARDS (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL TRAFFIC SIGNAL STANDARDS IN ACCORDANCE WITH THE METHODS AND MATERIALS NOTED IN THE CONTRACT PLANS AND THESE SPECIFICATIONS. ALL POLE DIMENSIONS AND ORIENTATIONS WILL BE VERIFIED BY THE ENGINEER PRIOR TO FABRICATION. ALL ENTRANCES REQUIRED FOR POLE MOUNTED SIGNAL HEADS, CABINETS, SIGNS, PEDESTRIAN PUSH BUTTON ASSEMBLIES, ETC. SHALL BE FIELD DRILLED. 8-20.4 MEASUREMENT (REPLACEMENT SECTION) NEASURENENIT FOR TRENCH AND BACKFILL WILL BE BY THE LINEAR FOOT. MEASUREMENT FOR SELECT TRENCH BACKFILL WILL BE BY THE TON. MEASUREMENT FOR SIGNAL STANDARDS AND SIGNAL CONDUCTORS WILL BE BY PER EACH AND PER LINEAR FT/LUMP SUM. MEASUREMENT FOR FOLNDATIONS - CONCRETE, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE. MEASUREMENT FOR CONDUIT WILL BE BY THE LINEAR FOOT. MEASUREMENT FOR JUNCTION BOXES, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE. Supplemental Specifications (Rev 02/09/87) Pane A7 8-20.4 CONTINUED MEASUREMENT FOR LIGHT STANDARDS, WILL BE BY THE UNIT PER EACH, COMPLETE IN PLACE. 8-20.5 PAYMENT (REPLACEMENT SECTION) . PAYMENT WILL BE MADE UNDER: 1) "TRENCH AND BACKFILL, WIDE, DEEP", per Linear Foot. 2) "SELECT TRENCH BACKFILL", Per Ton. THE UNIT CONTRACT PRICE FOR TRENCH AND BACKFILL PER LINEAR FOOT SHALL BE FULL COMPENSATION FOR EXCAVATING, LOADING, HAULING AND OTHERWISE DISPOSING OF THE WASTE MATERIALS, FOR BACKFILLING AND TAMPING BACKFILL MATERIAL AND FOR THE RESTORATION OF THE TRENCH AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER ALL IN ACCORDANCE WITH THESE SPECIAL PROVISIONS AND THE STANDARD PLANS AND SPECIFICATIONS. 3) " FOUNDATION" PER EACH 4) "CONDUIT, P.V.C., SCHEDULE 40, " Per Lin. Ft. 5) "CONDUIT , P.V.C., SCHEDULE 80, " Per Lin. Ft. 6) "DESIGN JUNCTION BOX", PER EACH. 7) "Suit' LIGHT STANDARD ", PER EACH. 8) "SIGNAL STANDARD, TYPE " PER EACH 9) "DETECTION LOOP RETURN CABLE, 2/C" SHO."'PER LINEAL FOOT 10) "SHIELDED PRE- EMPTION CABLE, 3/C SHO" PER LIN. FT. 11) "SHIELDED INTERCONNECT CABLE, PR" PER LIN. FT. 12) "TRAFFIC SIGNAL WIRE" PER LUMP SUM. 13) "INDUCTOR LOOP VEHICLE DETECTOR SAW CUTTING." PER LINEAL FOOT. THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. FT./LUMP SUN ON TRAFFIC SIGNAL SYSTEM WIRE WILL BE FULL COMPENSATION FOR FURNISHING AND INSTALLING THE STANDARDS AND WIRE AND FOR ALL OTHER MATERIALS, TOOLS, EMUIPMENT NECESSARY AND/OR INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT PLANS AND THESE SPECIFICATIONS. 8-22 PAVEMENT MARKINGS 8-22.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) SKIP CENTER STRIPE - DELETE AND REPLACE WITH: A BROKEN YELLOW LINE 4 INCHES WIDE. THE BROKEN OR "SKIP" PATTERN SHALL BE BASED ON A 25-FOOT UNIT CONSISTING OF A 10-FOOT LINE AND 15 FOOT GAP. SKIP CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON A TWO LANE TWO WAY ROADWAY. DOUBLE YELLOW CENTER STRIPE - DELETE AND REPLACE WITH: TWO SOLID YELLOW LINES, EACH 4 INCHES WIDE, SEPARATED BY A 4 INCH SPACE. DOUBLE YELLOW CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON MULTI-LANE, TWO-WAY ROADWAY AND FOR CHANNELIZATION. EDGE STRIPE - DELETE GORE STRIPE - DELETE AND REPLACE WITH: APPROACH STRIPE - A SOLID WHITE LINE, 8 INCHES WIDE, USED TO DELINEATE TURN LANES FROM THROUGH LANES, FOR TRAFFIC ISLANDS AND CROSS HASH MARKS LANE STRIPE - DELETE AND REPLACE WITH: A BROKEN WHITE LINE, 4 INCHES WIDE, USED TO DELINEATE ADJACENT LANES TRAVELING IN THE SAME DIRECTION. THE BROKEN OR "SKIP" PATTERN SHALL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 FOOT LINE AND 15 FOOT GAP. Supplemental Specifications (Rev 02/09/87) Page 48 8-22.1 CONTINUED NO PASS STRIPE - DELETE REVERSIBLE LANE STRIPE - DELETE TWO WAY LEFT TURN STRIPE - DELETE AND REPLACE WITH: A SOLID YELLOW LINE, 4 INCHES WIDE, WITH A BROKEN YELLOW LINE, 4 INCHES WIDE, SEPARATED BY A 4 INCH SPACE. THE BROKEN OR "SKIP" PATTERN WILL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 FOOT LINE AND A 15 FOOT SPACE (SEE DETAIL SHEET). BARRIER STRIPE - DELETE AND REPLACE WITH: A SOLID YELLOW LINE, 18 TO 24 INCHES WIDE. CROSSWALK STRIPE - DELETE AND REPLACE WITH: A SOLID WHITE LINE, 12 INCHES WIDE, INSTALLED PARALLEL TO ANOTHER CROSSWALK STRIPE WITH AN 8 FOOT SPACE IN BETWEEN THE LINES. STOP BAR - DELETE AND REPLACE WITH: A SOLID WHITE LINE, IN WIDTHS OF 12, 18 AND 24 INCHES. THE WIDTH SHALL BE INDICATED ON THE CONTRACT PLANS. TRAFFIC ARROW - DELETE AND REPLACE WITH: A SOLID WHITE MARKING CONFORMING TO CONTRACT PLANS AND DETAIL SHEETS. TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND - DELETE AND REPLACE WITH: A WHITE MARKING USING ALPHABETICAL LETTERS - SEE CONTRACT PLANS AND DETAIL SHEET. CYCLE DETECTOR SYMBOL - DELETE 8-22.3(5) TOLERANCES FOR LINE STRIPES (REPLACEMENT SECTION) ALLOWABLE TOLERANCES FOR STRIPES ARE AS FOLLOWS: LENGTH OF STRIPE - THE LONGITUDINAL ACCUMULATIVE ERROR WITHIN A 25 FOOT LENGTH OF SKIP STRIPE SHALL NOT EXCEED PLUS OR MINUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SHALL NOT VARY MORE THAN PLUS OR MINUS 1/4 INCH. 8-22.3(6) PAINT/PLASTIC STRIPE LIDS REMOVAL (NEW SECTION) WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE ALL OLD CONFLICTING STRIPES OR LINES. 8-22.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT SHALL BE BY THE LINEAR FOOT FOR 4 INCH WIDE SOLID STRIPE, WITH NO DEDUCTION MADE FOR THE SKIP BETWEEN THE STRIPES MEASURED. 6 INCH WIDE SOLID STRIPE, 12 INCH WIDE CROSSWALK, BARRIER STRIPE, STOP BAR, TRAFFIC ARROWS AND TRAFFIC LEGEND "ONLY" PER EACH. MEASUREMENT FOR ALL ITEMS SHALL BE COMPLETE IN PLACE. MEASUREMENT FOR PAINT/PLASTIC STRIPE LINE REMOVED, WILL BE BY THE LINEAR FOOT OF " " WIDE LINE Supplemental Specifications (Rev 02/09/87) Page 49 • 8-22.5 PAYMENT (REPLACEMENT SECTION) • PAYMENT SHALL BE MADE UNDER: • 1. "PAINTED 8" WIDE SOLID STRIPE" PER LINEAR FOOT 2. "PAINTED 6" WIDE SOLID STRIPE" PER LINEAR FOOT 3. "PAINTED " WIDE BARRIER STRIPE" PER LINEAR FOOT 4. "PAINTED 12" WIDE CROSSWALK" PER LINEAR FOOT 5. "PAINTED " WIDE STOP BAR" PER LINEAR FOOT 6. "PAINTED TRAFFIC ARROW" PER EACH 7. "PAINTED TRAFFIC LEGEND=, PER EACH 8. "PLASTIC 12" WIDE CROSSWALK" PER LINEAR FOOT 9. "PLASTIC _" WIDE STOP BAR" PER LINEAR FOOT ' 10. "PLASTIC TRAFFIC ARROW" PER EACH 11. "PLASTIC TRAFFIC LEGEND " PER EACH 12. "REMOVAL OF PAINT LINE " WIDE" PER LIN. FT. 13. "REMOVAL OF PLASTIC LINE_—" WIDE" PER LIN. FT. • • Supplemental Specifications (Rev 02/09/87) Page 50 DIVISION 9 MATERIALS 9-03 AGGREGATES 9-03.10 AGGREGATE FOR GRAVEL BASE (PARTIAL REPLACEMENT SECTION) ADO TO PARAGRAPH 2 SENTENCE : ..EXCEPT THAT IN NO CASE SHALL THE MAXIMM SIZE EXCEED EIGHT (8) INCHES. REPLACE PARAGRAPH 3 WITH: GRAVEL BASE SHALL MEET THE FOLLOWING REQUIREMENTS FOR GRADING AND QUALITY WHEN PLACED IN HAULING VEHICLES FOR DELIVERY TO THE ROADWAY, TRENCH OR DURING MANUFACTURE AND PLACEMENT INTO A TEMPORARY STOCKPILE. THE EXACT POINT OF ACCEPTANCE WILL BE DETERMINED BY THE ENGINEER. GRAVEL BASE GRAVEL BASE CLASS A CLASS B % PASSING 1/4" SIEVE 25% MIN. 25% MIN. 75% MAX. 75% MAX. % PASSING U.S. NO. 200 5% MAX. 10% MAX. SIEVE (WET SIEVING) (DUST RATIO): % PASSING #200 2/3 MAX. 2/3 MAX. % PASSING #40 SAND EQUIVALENT 50 MIN. 30 MIN. 9-03.12(1)A CLASS A (REPLACEMENT SECTION) GRAVEL BACKFILL FOR FOUNDATION, CLASS A, SHALL CONSIST OF CRUSHED MATERIAL AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9 FOR BALLAST. 9-03.12(1)B CLASS B (REPLACEMENT SECTION) GRAVEL BACKFILL FOR FOUiDATIONS, CLASS B, IS NOT AN ACCEPTABLE SUBSTITUTION FOR GRAVEL BACKFILL FOR FOUNDATIONS, CLASS A, UNLESS APPROVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL BACKFILL FOR FOUNDATION, CLASS B, SHALL CONFORM TO THE REQUIREMENTS OF 9-03.1(3)C GRADING 34 OR 9-03.10 AGGREGATE FOR GRAVEL BASE, CLASS A. 9-03.12(3) GRAVEL BACKFILL FOR PIPE BEDDING (PARTIAL REPLACEMENT SECTION) REPLACE SENTENCE 1, PARAGRAPH 1 WITH: GRAVEL BACKFILL FOR PIPE BEDDING SHALL CONSIST OF NATURALLY OCCLRRING PEA GRAVEL CONFORMING TO THE FOLLOWING: PASSING 3/4" SQUARE SIEVE 100% PASSING 3/8" SQUARE SIEVE 70-100 PASSING #4 SEIVE 55-100 PASSING #10 SEIVE 35-95 PASSING #20 SEIVE 20-80 PASSING #40 SEIVE 10-55 PASSING #100 SIIVE 0-10 PASSING #200 SEEVE 0-3 SAND EQUIVALENT 35 MINIMUM Supplemental Specifications (Rev 02/09/87) Page 51 9-03.12(3) CONTINUED ADD: WHEN APPROVED IN WRITING BY THE ENGINEER, OTHER CRUSHED, PROCESSED OR NATURALLY OCCURRING GRANULAR MATERIAL MEETING THE REQUIREMENTS LISTED ABOVE CAN BE USED AS GRAVEL BACKFILL FOR PIPE BEDDING. 9-03.14 GRAVEL BORROW (REPLACEMENT SECTION) GRAVEL BORROW SHALL CONSIST OF CLASS A OR CLASS B GRAVEL BASE CONFORMING TO THE REQUIREMENTS OUTLINED IN 9-03.10 AGGREGATE FOR GRAVEL BASE 9-05 DRAINAGE STRUCTURES, CULVERTS AND CONDUITS 9-05.1 DRAIN PIPE (PARTIAL REPLACEMENT SECTION) DELETE: ALL REFERENCE TO AN ALUMINUM COATED (ALUMINIZED) CORRUGATED IRON DR STEEL DRAIN PIPE FROM THIS SECTION. 9-05.3(1)A END DESIGN (PARTIAL REPLACEMENT SECTION) II DELETE SENTENCE 2 PARAGRAPH 1 9-05.10 STEEL STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) REPLACE: "TREATMENT 5" WITH "TREATMENT 1" 9-05.11 ALUMINUM STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE: "except that protective coating shall be Treatment 5". 9-05.12 PVC SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE: PARAGRAPH 1 ADD: THE MAXIMA LENGTH OF PVC PIPE SECTIONS USED SHALL BE 12 FEET. 9-05.13 DUCTILE IRON SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE PARAGRAPH 1 9-29 ILLUMINATION, SIGNALS, ELECTRICAL 9-29.1 CONDUIT (REPLACEMENT SECTION) THE CONDUIT P.V.C. - NON-METALLIC SHALL CONFORM TO ARTICLE 347 OF THE CODE AND ASTM STANDARDS. THE CONDUIT SHALL BE OF THE TWO TYPES INDICATED BELOW: (1) SCHEDULE 80 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. (2) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. Supplemental Specifications (Rev 02/09/87) Page 52 9-29.2 JUNCTION BOXES (REPLACEMENT SECTION) JUNCTION BOXES SHALL BE REINFORCED CONCRETE WITH STEEL FRAME ANCHORED IN PLACE AND STEEL COVER PLATE (DIAMOND PATTERN) AS INDICATED ON DETAIL SHEETS. THE INSCRIPTIONS ON THE COVERS OF THE JUNCTION BOXES SHALL BE AS FOLLOWS; (1) SIGNAL ONLY: "SIGNALS" (2) STREET LIGHTING ONLY: "LIGHTING" (3) TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES: "TS-LT" THE ABOVE INSCRIPTIONS SHALL NOT BE HIGHER THAN THE TOP SURFACE OF THE COVER PLATES. 9-29.3 CONDUCTORS, CABLE (REPLACEMENT SECTION) ALL SIGNAL CONDUCTORS AS INDICATED ON THE PLANS SHALL BE STRANDED COPPER AND SHALL EMPLOY 600 VOLT THW INSULATION OF THE SIZES NOTED ON THE PLANS. ALL MULTI CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS AND SHALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING DIAGRAM. THE 2/c CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE SHALL BE A SPECIAL COMMUNICATIONS CABLE. THIS CABLE SHALL BE BELDEN, BELDFOIL 8720, or EQUAL, WITH #14 AWG CONDUCTORS STRANDED (19 x 27). THE CABLE SHALL HAVE POLYETHYLENE INSULATED COPPER CONDUCTORS, AN ALUMINUM POLYESTER SHIELD, A TINNED COPPER DRAIN WIRE AND A CHROME VINYL JACKET. THE 3/c SHIELDED PRE- EMPTION DETECTOR CABLE SHALL BE 3-M #138 CABLE OR EQUIVALENT. THIS CABLE WILL RUN FROM THE DETECTOR UNIT TO THE CONTROLLER CABINET AND NO SPLICES WILL BE ALLOWED. THE SHIELDED COMMUNICATIONS/SIGNAL INTERCONNECT CABLE SHALL MEET THE FOLLOWING: 1. CONDUCTORS: SOLID, SOFT DRAWN, ANNEALED COPPER, SIZE 19 AWG. 2. INSULATION: SOLID, VIRGIN HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE,WITH TELEPHONE INDUSTRY COLOR COOING.• 3. CABLE CORE ASSEMBLY: INSULATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LENGTHS) TO MINIMIZE CROSS TALK AND MEET STRICT CAPACITANCE LIMITS. 4. SHIELDING: A CORROSION/OXIDATION RESISTANT TINTED ETHYLENE COPOLYMER COATED (BOTH SIDES) .008" THICK CORRUGATED ALUMINUM TAPE SHIELD IS APPLIED LONGITUDINALLY WITH OVERLAP TO PROVIDE 100% ELECTRICAL SHIELDING COVERAGE. A .005 CORRUGATED TAPE APPLIED IN THE SAME MANNER IS ACCEPTABLE. 5. OUTER JACKET: A BLACK, LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COMPOUNDED TO WITHSTAND SUNLIGHT, TEMPERATURE VARIATIONS AND OTHER ENVIRONMENTAL CONDITIONS PLUS ABUSE DURING INSTALLATION) IS EXTRUDED OVERALL TO PROVIDE A CONTINUOUS COVERING. 6. FOOTAGE MARKINGS: FOOTAGE MARKINGS MUST BE PRINTED SEQUENTIALLY A MINIMUM OF 2' ALONG THE OUTER JACKET. 7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JACKET IS FLOODED WITH PETROLEUM-POLYETHYLENE GEL FILLING COMPOUND INCLUDING THE AREA BETWEEN THE OUTER JACKET AND THE SHIELD. EACH WIRE SHALL BE NLHBERED AT EACH TERMINAL END WITH A WRAP-AROUND TYPE NUMBERING STRIP ACCORDING TO THE SCHEDULE ATTACHED TO THESE SPECIAL PROVISIONS. 1 NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUNS SHALL BE PILLED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMINT BOARD WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSES AND FITTINGS SO AS TO COMPLETE THE INSTALLATION OF THE SIGNAL AND LIGHTING EQUIPMENT AS SHOWN ON THE PLANS. ALL MATERIALS AND INSTALLATION METHODS, EXCEPT AS NOTED OTHERWISE HEREIN, SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. Supplemental Specifications (Rev 02/09/87) Page 53 9-29.3 CONTINUED INSTALLATION OF ALL WIRING SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN. CONDUCTORS AND CABLE SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS: (1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CONDUCTORS SHALL BE APPROVED STRANDED COPPER CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. INSULATION SHALL BE 600 VOLT PLASTICIZED POLYVINYL CHLORIDE, POLYETHYLENE, OR CHEMICALLY CROSS LINKED POLYETHYLENE, CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. POLYETHYLENE COMPOUNDS SHALL NOT BE USED WHERE EXPOSED TO SUNLIGHT. THE GRADE INSULATION OF CODE THICKNESS SHALL BE USED. (2) MULTI-CONDUCTOR CABLE SHALL BE USED FOR TRAFFIC SIGNAL CONTROL, AND SHALL BE RATED TO OPERATE ON 600 VOLTS. INDIVIDUAL CONDUCTORS SHALL BE STRANDED COPPER, SHALL BE INSULATED WITH A MINIMUM OF 45 MILES PLASTICIZED POLYVINYL CHLORIDE COMPOUND, OR APPROVED EQUAL, AND SHALL BE COLOR COOED AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS SHALL BE CABLED TOGETHER WITH CABLE TAPE AND ENCASED IN A POLYVINYL CHLORIDE SHEATH 75 MILS THICK. INSULATION SHALL CONFORM TO APPLICABLE PORTIONS OF ASTM STANDARD APPLICATIONS. AWG Nom. Strands CIRCUIT Phase Gauge Gauge Conductor Color Stripe Signal heads A 14 19/27 Red, Yellow, Green None A' 14 19/27 Red, Yellow, Green White-White B 14 19/27 Red, Yellow, Green Black B' 14 19/27 Red, Yellow, Green Black-Black C 14 19/27 Red, Yellow, Green White Signal Com. 12 19/25 White None Control Com. 12 19/25 White Black or Green Detector A,B,C 12 19/25 Black None Com. 12 19/25 White None Spare .... 14 19/27 Red, Yellow, Green Blue Flashers .... 12 19/25 Black None Service .... 10 19/23 Black None Alternate .... 12 19/25 Black None Neutrals (not listed) .... 10 19/23 White None Alternate .... 12 19/25 White or Green None Multi-conductor cable shall be assembled as per the following typical illustrations: a) 2 Conductor -- 2 No. 12 AWG, 19/25 strand, consisting of a black and white conductor. b) 5 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black stripe; and 3 No. 14's consisting of Phase A. c) 8 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white green or black stripe; and 6 No. 14's consisting of Phase A and B. d) 11 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG white with green or black stripe; and 9 No. 12's consisting of Phase A, B and C e). 20 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black strip; and 18 No. 14's consisting of Phase A, A', B, B', C and Spare. WIRING WILL BE ARRANGED SO THAT COMBINATIONS OF THE ABOVE CABLE ASSEMBLIES SHALL BE USED. WITH THE EXCEPTION OF TYPE )GHHW INSULATION, THE MINIMUM INSULATION THICKNESS FOR ANY ELECTRICAL CONDUCTOR SHALL BE 3/64 INCH AND THE MINIMUM ACCEPTABLE INSULATION THICKNESS SHALL REFER SOLELY TO Supplemental Specifications (Rev 02/09/87) Page 54 9-29.3 CONTINUED THE THICKNESS OF THAT INSULATION IMMEDIATELY AROUND ANY CONDUCTOR AND EXCLUDING ANY SHEATH OR JACKET THICKNESS. INDUCTION LOOP DETECTORS SHALL BE INSTALLED IN A SAW-CUT IN THE PAVEMENT BY THE CONTRACTOR WHERE INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE WIRE TO BE USED IN THE INDUCTION LOOP SHALL BE NO. 12 A.W.G., TYPE USE, RHH OR RHW INSULATION. SEE. DETAIL SHEETS. 9-29.4 MESSENGER CABLE, FITTINGS - DELETE 9-29.5 POLE LINE HARDWARE - DELETE 9-29.6 LIGHT STANDARDS (REPLACEMENT SECTION) LIGHT STANDARDS SHALL BE SPUN ALUMINUM IN ACCORDANCE DETAILS SHOWN IN THE PLANS, AS SPECIFIED IN THE TECHNICAL PROVISIONS AND AS OUTLINED HEREIN. 9-29.6(3) TIMBER LIGHT STANDARDS, TIMER STRAIN POLES, TIMBER SERVICE SUPPORTS - DELETE 9-29.7 LUMINAIRE FUSING AND ELECTRICAL CONVECTIONS AT LIGHT STANDARD BASES (REPLACEMENT SECTION) ELECTRICAL DISCONNECTS SHALL BE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS SHALL BE WATERPROOF, QUICK DISCONNECT TYPE, S.E.C. OR APPROVED EQUAL. FUSED QUICK DISCONNECT KITS SHALL PROVIDE WATERPROOF IN LINE FUSE PROTECTION. ALL CONVECTIONS SHALL BE MADE WITH COMPRESSION FITTINGS. UPON DISCONNECT, THE FUSE SHALL REMAIN IN THE LOAD SIDE OF THE KIT. THE FUSES SHALL BE LOCATED INSIDE THE HAND HOLE AT THE BASE OF THE POLE. FUSES FURNISHED FOR ALL LIGHTING CIRCUITS SHALL BE CAPABLE OF HANDLING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AND SHALL,HAVE THE FOLLOWING CHARACTERISTICS: 1. FUSES SHALL BE CAPABLE OF INDEFINITELY SUPPORTING 110% OF THE RATED LOAD. 2. FUSES SHALL BE CAPABLE OF SUPPORTING 135% OF THE RATED LOAD FOR APPROXIMATELY ONE HOUR. 3. A LOAD OF 200% OF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS BLOWING OF THE FUSE. 4. FUSES SHALL BE RATED AS LISTED BELOW AND SHALL BE SIZED TO FIT THE FUSE CONTAINERS FURNISHED ON THIS PROJECT, ACCORDING TO THE MANUFACTURER'S RECO*ENDATIONS THEREFOR: LUMINAIRE SIZE SERVICE VOLTAGE 240V 1,000 W15A 400 W10A 250 W10A 200 W10A 175 W10A 150 W10A 100 W10A 5. FUSES SHALL BE UL LISTED 9-29.8 MAST ARMS, CROSS ARMS AND TIE ROD - DELETE 9-29.9 BALLAST, TRANSFORMERS (REPLACEMENT SECTION) BALLAST FOR HIGH PRESSURE SODIUM VAPOR LAMPS SHALL BE DESIGNED TO PROPERLY OPERATE 100 WATT S54, 150 WATT S55, 200 WATT S66, 250 WATT S50, 400 WATT S51. BALLASTS FOR H.P. SODIUM VAPOR LAMPS SHALL BE AN INTERNAL 240-VOLT REGULATOR-TYPE (HIGH POWER FACTOR). THE BALLAST SHALL BE PRE-WIRED TO THE LAMP SOCKET AND TERMINAL BOARD. THE BALLAST SHALL HAVE AN ALLOWABLE VOLTAGE VARIATION OF LESS THAN 10%. NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE SHALL Supplemental Specifications (Rev 02/09/87) Page 55 9-29.9 CONTINUED EMPLOY THE CLASS OF COMPOUNDS IDENTIFIED AS POLYCHLORINATED BIPHENYLS (P.C.B.) AS DIELECTRIC, I, COOLANTS, OR FOR ANY OTHER PURPOSE. EACH BALLAST SHALL HAVE A NAME PLATE ATTACHED PERMANENTLY TO THE CASE LISTING ALL ELECTRICAL DATA. 9-29.10 LUMINAIRES (REPLACEMENT SECTION) ALL LUMINAIRES SHALL BE OF THE DISTRIBUTION TYPE AND WATTAGE INDICATED IN THE PLANS. LUMINAIRES SHALL HAVE A CAST-ALUMINUM HOUSING PROVIDING FOR A SLIP-FITTER TYPE MOUNTING AND CAPABLE OF ADAPTING TO A 2-INCH DIAMETER PIPE TENON. LUMINAIRES SHALL BE OF THE COBRA HEAD STYLE WITH AN OVATE REFRACTOR (DROPPED LENS) FOR ARTERIALS AND A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS. THE LUMINAIRE SHALL INCLUDE THE POWER DOOR FEATURE. THE LUMINAIRE SHALL HAVE A GASKET BETWEEN REFRACTOR AND REFLECTOR. A GASKET OR FILTER MATERIAL SHALL BE PLACED BETWEEN THE LAMP SOCKET AND THE REFLECTOR. THE MANUFACTURER'S NAME OR SYMBOL SHALL BE CLEARLY MARKED ON EACH LUrIINAIRE. EACH LLMINAIRE SHALL HAVE A WEATHER-RESISTANT, ANSI-APPROVED DECAL ATTACHED TO THE BALLAST HOUSING SO AS TO BE READILY VISIBLE FROM THE GROUND. THE DECAL. SHALL BE APPROXIMATELY THREE INCHES SQUARE AND THE LEGEND SHALL BE A MINIMLM OF TWO INCHES IN HEIGHT. THE DECAL SHALL BE GOLD IN COLOR WITH LAMP WATTAGES INDICATED BY THE FOLLOWING NUMERICAL LEGEND: 7 FOR 70 WATTS 25 FOR 250 WATTS 10 FOR 100 WATTS 31 FOR 310 WATTS 15 FOR 150 WATTS 40 FOR 400 WATTS 17 FOR 175 WATTS 70 FOR 700 WATTS 20 FOR 200 WATTS X1 FOR 1,000 WATT ALL LUMINAIRES SHALL HAVE THEIR COMPONENTS SECURED TO THE LI.MINAIRE FRAME WITH STAINLESS STEEL MOUNTING HARDWARE (NUTS, BOLTS, WASHERS, HINGES, ETC.). THE HOUSING, COMPLETE WITH INTEGRAL BALLAST, SHALL BE WEATHER-TIGHT. 9-29.11 CONTROL EQUIPMENT (REPLACEMENT SECTION) UNLESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SHALL BE CONTROLLED BY A COMBINATION OF PHOTOELECTRIC CONTROLS AND LIGHTING CONTACTORS AS NOTED IN THE CONTRACT. 9-29.11(1) TIME CLOCK CONTROLS - DELETE 9-29.11(2) PHOTOELECTIC CONTROLS (REPLACEMENT SECTION) PHOTOELECTRIC CONTROLS SHALL BE PLUG-IN DEVICES, RATED TO OPERATE ON 120 VOLTS, 60 HZ. THE PHOTO- CELL SHALL BE A SOLID STATE DEVICE WITH STABLE TURN-ON VALUES IN THE TEMPERATURE RANGE - 55 DEGREES C TO +70 DEGREES C. THE PHOTO-CELL SHALL BE MOUNTED EXTERNALLY ON TOP OF THE LUMINAIRE. IN A CONTACTOR-CONTROLLED SYSTEM, THE PHOTO-CELL TO CONTROL THE SYSTEM SHALL BE MOUNTED ON THE LUMINAIRE NEAREST TO THE SERVICE/CONTACTOR CABINET. THE PHOTO-CELL SHALL BE CAPABLE OF SWITCHING 1,000 WATTS OF INCANDESCENT LOAD "ON" AS MIN. Supplemental Specifications (Rev 02/09/87) Page 56 9.29.12(1) ILLUMINATION CIRCUIT SPLICES (REPLACEMENT SECTION) ALL SPLICES AND TAPS SHALL BE MADE USING SOLDERLESS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TO SECURELY JOIN THE WIRES BOTH MECHANICALLY AND ELECTRICALLY. ALL SPLICES SHALL EMPLOY EPDXY RESIN FILLED IN CLEAR PLASTIC MOLDS TO FORM A WATER TIGHT SEAL. ALL MATERIAL. USED IN THE SPLICE KIT SHALL BE COMPATIBLE WITH THE WIRE AND ITS INSULATION AS USED IN THE LIGHTING SYSTEM. 9-29.13 TRAFFIC SIGNAL CONTROLLERS (REPLACEMENT SECTION) THE UNIT SHALL OPERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE ALTERNATING CURRENT AND SHALL USE THE POWER LINE FREQUENCY AS A TIME BASE. THE TRAFFIC SIGNAL CONTROLLER SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) STANDARD PUBLICATIONS. COMPONENTS SUCH AS RESISTORS, CAPACITORS, DIODES AND TRANSISTORS SHALL BE INDIVIDUALLY REPLACEABLE UTILIZING APPROVED STANDARD SOLDERING TECHNIQUES. INTEGRATED CIRCUITS SHALL BE MOUNTED IN SOCKETS AND SHALL BE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS SHALL BE STANDARD "OFF THE SHELF" ITEMS. THE TRAFFIC SIGNAL CONTROLLER SHALL BE CAPABLE OF INTERFACING WITH THE MU.TISONIC REAL TIME, MASTER • COMPUTER. THE CONTROLLER SHALL BE CAPABLE OF BOTH ONE-LINE OPERATION (CONTROL BY THE MULTISONIC MASTER COMPUTER) AND STANDBY OPERATION. THE CONTROLLER SHALL ESTABLISH THE SEQUENCE OF SIGNAL PHASES, INCLUDING OVERLAPS, IN CONFORMANCE WITH THE SIGNAL PHASING DIAGRAM ON THE PLANS. WHEN OPERATING THROUGH THE ON-LINE MASTER COMPUTER (MULTISONIC MASTER) THE CONTROLLER SHALL BE CAPABLE OF OPERATING EITHER IN A FIXED TIME MODE OR IN A FILLY-ACTUATED MODE WITH VOLUME DENSITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING SHALL BE ACCOMPLISHED AT THE LOCAL INTERSECTION. 9-29.13(2) FLASHING OPERATIONS (REPLACEMENT SECTION) FLASH UNLIT SHALL BE A TWO CIRCUIT TYPE, CAPABLE OF SNITCHING LOADS UP TO 1000 WATTS PER CIRCUIT ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FLASHES PER MINUTE. 9.29.13(3) EMERGENCY PRE-EMPTION (REPLACEMENT SECTION) EMERGENCY VEHICLE PRE-EMPTION SHALL BE FURNISHED EITHER AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO A RACK WIRED TO ACCEPT 3-M DISCRIMINATOR TYPE UNITS. THE PRE-EMPTION SYSTEM OPERATION SHALL BE COMPATIBLE WITH THE 3M COMPANY "OPTICOM" SYSTEM WHICH THE CITY OF RENTON IS CURRENTLY USING AND SHALL BE CAPABLE OF BEING ACTIVATED BY THE SAME TRANSMITTERS. WHEN A PRE-EMPTION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN THE REQUIRED PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES. THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN THE PHASE SELECTED UNTIL THE DETECTOR NO LONGER DETECTS THE EMERGENCY VEHICLE. WHEN THE PHASE SELECTOR IS RESPONDING TO ONE DETECTOR, IT SHALL NOT RESPOND TO ANY OTHER DETECTOR UNTIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LIGHTS SHALL INDICATE POWER ON, SIGNAL BEING RECEIVED, CHANNEL CALLED. SNITCHES SHALL CONTROL SYSTEM POWER AND SIMULATE DETECTOR CALLS FOR EACH PHASE. 9-29.13(4) WIRING DIAGRAMS (REPLACEMENT SECTION) THE CONTROLLER CABINET SHALL HAVE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE OF THE CABINET DOOR. AT THE TIME OF DELIVERY THE ENVELOPE SHALL HAVE FOUR COMPLETE SETS OF SCHEMATICS AND MANUALS FOR ALL ASSEMBLIES AND SUB-ASSEMBLIES. Supplemental Specifications (Rev 02/09/87) Page 57 9-29.13(6) RADIO INTERFERENCE SIPPRESSORS (REPLACEMENT SECTION) A CORNELL-OUBILER RADIO INTERFERENCE FILTER NF 10801-1 30 AMPS OR EQUIVALENT SHALL BE USED TO FILTER THE A.C. POWER. ADDITIONALLY, ALL POWER SUPPLIES SHALL HAVE NOISE IMMUNITY FROM OTHER DEVICES WITHIN THE CABINET. 9-29.13(7) TRAFFIC-ACTUATED CONTROLLERS (REPLACEMENT SECTION) ALL TIMING FUNCTIONS AND INPUT AND OUTPUT FEATURES FOR FULLY-ACTUATED, VOLUME-DENSITY OPERATION SHALL BE PROVIDED IN ACCORDANCE WITH NEMA STANDARDS. THE CONTROLLER SHALL PROVIDE FOR SETTING EACH TIMING INTERVAL BY MEANS OF POSITIVELY CALIBRATED SETTINGS. THE TIMING FUNCTIONS SHALL BE ON THE FRONT OF THE CONTROLLER UNIT OR SHALL HAVE KEYBOARD ENTRY AND LIQUID CRYSTAL DISPLAY. FOR THE STANDBY OPERATION, THE TRAFFIC SIGNAL CONTROLLER SHALL INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNCTIONS FOR SIGNAL OPERATION IN A FULLY-ACTUATED MODE. STANDBY OPERATION SHALL AUTOMATICALLY OCCUR UPON OPENING OF INTERCONNECT LINES, FAILURE OF CENTRAL MASTER COMPUTER, OR WHEN SPECIFIED BY THE MASTER. THE STANDBY OPERATION SHALL FOLLOW AND BE COINCIDENTAL IN PHASE TO THAT PHASE BEING DISPLAYED AT THE START OF STANDBY OPERATION. TRANSFER FROM COMPUTER SUPERVISION SHALL NOT CALL UP A STARTING YELLOW. 9-29.13(7)A ENVIROMENTAL, PERFORMANCE AND TEST STANDARDS FOR S]LID-STATE TRAFFIC CONTROLLERS (REPLACEMENT SECTION) THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES, INCLUDING THE TRAFFIC SIGNAL CONTROLLER, AUXILIARY CONTROL EQUIPMENT AND CABINET SHALL BE SHOP TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING AND CHECK-OUT OF ALL TIMING CIRCUITS, PHASING AND SIGNAL OPERATION SHALL BE AT THE CITY OF RENTON SIGNAL SHOP, RENTON, WASHINGTON. THE SIGNAL SHOP WILL MAKE SPACE AVAILABLE TO THE CONTRACTOR FOR THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR SHALL ASSEMBLE THE CABINET AND RELATED SIGNAL CONTROL EQUIPMENT READY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTRACTOR OF ALL INTEGRATED COMPONENTS SATISFACTORILY FUNCTIONING SHALL START THE TEST PERIOD. ANY MALFUNCTION SHALL STOP THE TEST PERIOD UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE EXTENDED UNTIL A MINIMUM OF 72 HOURS CONTINUOUS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM HAS BEEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER OF ALL COMPONENTS FUNCTIONING PROPERLY SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO THE PROPER FUNCTIONING OF ALL AFORESTATED CONTROL GEAR WHEN FIELD INSTALLED. 9-29.13(7)8 AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION) POWER SWITCHES THERE SHALL BE A MAIN POWER SWITCH INSIDE THE CABINET THAT SHALL RENDER ALL CONTROL EQUIPMENT ELECTRICALLY DEAD WHEN TURNED OFF. THERE SHALL BE A CONTROLLER POWER SWITCH THAT SHALL RENDER THE CONTROLLER AND LOAD SWITCHING DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLASHING OPERATION FOR PURPOSES OF CHANGING CONTROLLERS OR LOAD SWITCHING DEVICES. STOP TIME BYPASS SWITCH THERE SHALL BE A SWITCH IN THE CABINET IDENTIFIED AS THE STOP TIME BYPASS SWITCH. IF THE INTERSECTION IS PLACED ON FLASHING OPERATION EITHER BY THE FLASH SWITCH OR THE FAIL SAFE MONITOR, THE CONTROLLER SHALL IMMEDIATELY STOP TIME. THE STOP TIME BYPASS SWITCH SHALL REMOVE STOP TIME FROM THE CONTROLLER AND PERMIT NORMAL CYCLING OPERATION WHILE THE INTERSECTION REMAINS IN FLASHING OPERATION. DETECTOR TEST SWITCH EACH VEHICLE AND PEDESTRIAN PHASE SHALL HAVE A MOMENTARY (SPRING RETURN) DETECTOR TEST SWITCH. WHEN DEPRESSED, THE SWITCH SHALL PLACE A CALL ON ITS RESPECTIVE SIGNAL PHASE. Supplemental Specifications (Rev 02/09/87) Page 58 9-29.13(7)B CONTINLED THE CONVENIENCE OUTLET AND LAMP SOCKET A CONVENIENCE OUTLET PROTECTED WITH A GROUND FAULT INTERRUPTER AND AN INCANDESCENT LAMP SOCKET SHALL BE FURNISHED IN THE MAIN CABINET. A DOOR SWITCH FOR THE LAMP SHALL BE PROVIDED. THIS CIRCUIT SHALL BE PROTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS. FAIL SAFE UNIT FAIL SAFE UNIT SHALL MONITOR BOTH THE POSITIVE AND NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOR ALL GREEN, AMBER AND PEDESTRIAN WALK INDICATIONS. THE DURATION OF A DISPLAY OF CONFLICTING INDICATIONS SHALL NOT BE LONG ENOUGH TO BE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE MONITOR INITIATES FLASHING OPERATION. THERE SHALL BE A VISUAL INDICATION THAT THE MONITOR HAS PREEMPTED NORMAL OPERATION. SURGE PROTECTOR (LIGHTING ARRESTER) THE CONTROLLER SHALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT SHALL PROTECT THE CONTROLLER INPUT FROM ANY VOLTAGE SURGES THAT COULD DAMAGE THE CONTROLLER OR ANY OF ITS COMPONENTS. FIELD WIRING TERMINAL THERE SHALL BE A TERMINAL STRIP FOR FIELD WIRING IN THE CONTROLLER CABINET. THE TERMINALS SHALL BE NU EERED IN ACCORDANCE WITH THE SCHEMATIC WIRING DIAGRAM ON THE PLANS. IF A DIFFERENT NUMBERING SYSTEM IS USED FOR THE CABINET WIRING , THEN BOTH NUMBERS SHALL LABEL EACH TERMINAL AND THE CABINET WIRING SCHEMATIC DRAWINGS SHALL INCLUDE THE FIELD WIRING NUMBERS WHERE THE TERMINAL STRIP IS ILLUSTRATED. A COMMON BUS BAR WITH A MINIMUM OF 15 TERMINALS AND A GROUND BAR WITH A MINIMLM OF 6 TERMINALS SHALL BE PROVIDED. COMPUTER INTERFACE UNIT INTERFACE COM4m4LNICATION DEVICES SHALL BE DESIGNED AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICATION DEVICES SHALL BE USED FOR ON-LINE COMPUTER CONTROL OF THE INTERSECTION ANO SHALL BE CAPABLE OF TRANSMITTING ALL DETECTOR AND SIGNAL STATUS INFORMATION AND RECEIVING AND DECODING CO+MADD INFORMATION FROM THE COMPUTER ALL IN CONFORMANCE AND WITHIN THE CAPABILITY OF THE MULTISONIC MASTER COMPUTER UNIT AND THE INTERCONNECT CABLES. j 9-29.13(7)0 CONTROLLER CABINETS (REPLACEMENT SECTION) EACH TRAFFIC CONTROLLER CABINET SHALL PROVIDE A WEATHERPROOF HOUSING AND HAVE THE FOLLOWING REQUIREMENTS: 1. CONSTRUCTION SHALL BE OF SHEET STEEL. 2. THE CABINET SHALL CONTAIN SHELVING, BRACKETS, RACKS, ETC. TO SUPPORT THE CONTROLLER AND ALL AUXILIARY EQUIPMENT. 3. THE CABINET SHALL BE OF ADEQUATE SIZE TO PROPERLY HOUSE THE CONTROLLER AND ALL AUXILIARY EQUIPMENT AND ANY REQUIRED APPURTENANCES. A. THE CABINET SHALL HAVE A FILTERED AIR INTAKE AND A VENT FAN. THE AIR INTAKE FILTER SHALL BE CAPABLE OF IMPEDING FOREIGN BODIES, SUCH AS DUST, LINT, ETC. THE VENT FAN SHALL BE IN THE TOP OF THE CABINET AND THERMOSTATICALLY CONTROLLED. 5. THE CABINET DOOR SHALL BE PROVIDED WITH THE FOLLOWING: a. THE MAIN DOOR OF THE CABINET SHALL INCLUDE A TWO POSITION BAR STOP AND SHALL BE SECURED WITH A BEST TYPE LOCK. THE MAIN DOOR SHALL ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL POLICE LOCK. INSIDE THE POLICE PANEL THERE SHALL BE A SIGNAL ON-OFF SWITCH WHICH SHALL PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL EQUIPMENT TO OPERATE WHEN PLACED IN THE "OFF" POSITION. A SECOND SWITCH SHALL BE THE AUTO-FLASH SWITCH. WHEN PLACED IN THE "FLASH" POSITION, CONTRC LER POWER SHALL REMAIN ON AND CONTROLLER SHALL STOP Supplemental Specifications (Rev 02/09/87) Pape 59 9-29.13(7)D CONTINUED TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL DESCRIBED LATER. b. THE CABINET SHALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT. THE FINISH PAINT COAT SHALL BE A DURABLE ALUMINUM OR HAMMERTONE GRAY, OR SIMILAR IN COLOR, CAPABLE OF PREVENTING RUST FOR A MINIMUM OF FIVE (5) YEARS. c. BOTH DOORS (MAIN AND POLICE PANEL) SHALL HAVE ONE-PIECE WEATHER-PROOF NEOPRENE GASKETS. 9-29.15 FLASHING BEACON CONTROL -DELETE 9-29.16 VEHICULAR SIGNAL HEADS (REPLACEMENT SECTION) • VEHICULAR SIGNAL HEADS SHALL HAVE 12 INCH LENS SIZES UNLESS SHOWN OTHERWISE ON THE SIGNAL PLANS. VEHICULAR SIGNAL HEAD HOUSINGS SHALL CONSIST OF SEPARATE SECTIONS AND BE EXPANDABLE TYPE FOR VERTICAL MOUNTING. LENS SHALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIGHT OUTPUT. REFLECTORS SHALL BE ALZAC. EACH SIGNAL HEAD SHALL HAVE A 1/4 INCH DRAIN HOLE IN ITS BASE. VEHICLE SIGNAL HEADS SHALL BE CAST ALUMINUM. ALL SIGNAL HEADS SHALL INCLUDE A BACK PLATE 5 INCH SQUARE CUT BORDER. SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. MOUNTING HARDWARE WILL PROVIDE FOR A RIGID CONNECTION BETWEEN THE SIGNAL HEAD AND MAST ARM. ALL MOUNTING HARDWARE WILL BE OF THE TOP-MOUNT PLUMBIZER TYPE AS SAWN ON THE STANDARD PLANS. POSITION OF THE SIGNAL HEADS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE CENTER OF THE LANES. SIGNAL HEADS SHALL BE MOUNTED ON THE MAST ARM SUCH THAT THE RED INDICATORS LIE IN THE SAME PLANE AND SUCH THAT THE BOTTOM OF THE HOUSING OF A SIGNAL HEAD SHALL NOT BE LSS THAN 16 FET 6 INCHES NOR MORE THAN 17 FEET 6 INCHES ABOVE THE GRADE AT THE CENTER OF THE ROADWAY. ALL BOLTS SHALL BE STAINLESS STEEL. 9-29.16(2)A OPTICAL UNITS (REPLACEMENT SECTION) THE HEAD OPTICAL UNITS SHALL CONSIST OF LENS, REFLECTORS, LAMP HOLDERS, AND TRAFFIC SIGNAL LAMPS VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTANCES FROM 10 FEET TO 500 FEET UNDER ALL LIGHT AND TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL 8 INCH CONVENTIONAL HEADS SHALL EMPLOY 67 OR 69 WATT TRAFFIC SIGNAL LAMPS RATED FOR 130 VOLT OPERATION, 595 MINIMUM INITIAL LUMENS, 665 MINIMUM INITIAL LUMENS, 8000 HR. RATED LIFE, 2 7/16 INCH LIGHT CENTER LENGTH, A-21 BULB, MEDIUM BASE, CLEAR IN COLOR. TWELVE INCH CONVENTIONAL HEADS SHALL BE FUR1ISHED WITH 165 WATT TRAFFIC SIGNAL LAMPS RATED FOR 130 VOLT OPERATION, 1750 MINIMUM INITIAL LUMENS, 8000 HR RATED LIFE, 3 INCH LIGHT CENTER LENGTH, P-25 BULB, MEDIUM BASE, CLEAR IN COLOR. ALL BULBS SHALL BE INSTALLED WITH THE FILAMENT OPENING POINTED UP. ALL SIGNAL LENSES SHALL BE OF THE COLOR, SIZE AND SHAPE AS INDICATED ON THE CONTRACT PLANS AND SPECIFICATIONS. THE LENS DESIGN SHALL GIVE AN OUTWARD AND DOWNWARD DISTRIBUTION OF LIGHT WITH A MINIMUM ABOVE THE HORIZONTAL. THE LENS SHALL BE GLASS AND SHALL FIT IN TO A NEOPRENE GASKET IN SUCH A WAY TO RENDER THE INTERIOR OF THE LENS AND REFLECTOR WEATHERPROOF AND DUST-TIGHT. THE REFLECTOR SHALL BE ONE PIECE, ALZEK ALUMINUM CONFORMING TO I.T.E. STANDARDS. THE OPTICAL UNIT SHALL BE DESIGNED TO PREVENT ANY OBJECTIONABLE REFLECTION OF THE SUN'S RAYS EVEN AT TIMES OF THE DAY WHEN THE SUN MAY SHINE DIRECTLY INTO THE LENS. Supplemental Specifications (Rev 02/09/87) Page 60 9-29.16(2)E PAINTING SIGNAL HEADS (REPLACEMENT SECTION) SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED-ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)A 8 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)B 12 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.17 SIGNAL HEAD MOUNTING BRACKETS AND FITTINGS (REPLACEMENT SECTION) VEHICLE AND PEDESTRIAN HEAD MOUNTING HARDWARE SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. ALL MOUNTING HARDWARE SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. 9-29.18 VEHICLE DETECTOR (REPLACEMENT SECTION) DETECTORS SHALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AN) SYSTEM DETECTION OPERATION. DETECTORS SHALL BE EITHER MAGNETOMETER TYPE, INDUCTION LOOP TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. 9-29.18(1) INDUCTION LOOP DETECTORS (SUPPLEMENTAL SECTION) DECTOR AMPLIFIERS SHALL BE SARASOTA MODEL 215E OR DETECTOR SYSTEMS MODEL 810A OR EQUAL. 9-29.20 PEDESTRIAN SIGNAL (REPLACEMENT SECTION) PEDESTRIAN SIGNAL HEADS SHALL BE THE NEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. THE HEADS SHALL DISPLAY TWO SYMBOL MESSAGES, "HAND" (FOR THE DO NOT WALK MODE) IN PORTLAND ORANGE AND "MAN" (FOR THE WALK MODE) IN LUNAR WHITE. THE MESSAGE MODULE SHALL CONSIST OF TWO NEON GAS TUBES ENCLOSED IN A HOUSING MADE OF POLYCARBONATE PLASTIC. THE LENS MATERIAL SHALL BE POLYCARBONATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMINUM AND SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE VISORS SHALL BE FLAT BLACK IN COLOR. 9-29.20(2) NEON GRID TYPE (REPLACEMENT SECTION) ALL NEON GRID HEADS SHALL BE EQUIPPED WITH Z-CRATE TYPE VISORS MADE OF POLYCARBONATE PLASTIC DESIGNED TO ELIMINATE SUN PHANTOM. THE MESSAGE MODULE SHALL BE PROVIDED WITH ELECTRICAL CONTACTS WHICH PLUG DIRECTLY INTO RECESSED CONTACTS IN THE TRANSFORMER ENCLOSURE WHEN THE MODULE IS IN ITS PROPER POSITION. THE POWER SUPPLY TO OPERATE THE MESSAGE MODULE SHALL BE 115 VAC WITH THE "HAND" SYMBOL OPERATING ON A 45 WATT MAX. AND THE "MAN" SYMBOL OPERATING ON A 38 WATT MAX. 9-29.21 FLASHING BEACON - DELETE 9-29.24 SERVICE CABINETS (REPLACEMENT SECTION) THE SIGNIAL/STREET LIGHTING SERVICE CABINET SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. ALL ELECTRICAL CONDUCTORS, BUSS BARS AND CONDUCTOR TERMINALS SHALL BE COPPER OR BRASS. THE CABINET SHALL BE FABRICATED FROM GALVANIZED COLD ROLLED SHEET STEEL, WITH 12 GAUGE USED FOR EXTERIOR SURFACES AND 14 GAUGE FOR INTERIOR PANELS. DOOR HINGES SHALL BE THE CONTINUOUS CONCEALED PIANO TYPE AND NO SCREWS, RIVETS OR BOLTS SHALL BE VISIBLE OUTSIDE THE ENCLOSURE. THE CABINET DOOR SHALL BE FITTED FOR A BEST INTERNAL TYPE LOCK. THE CABINET SHALL HAVE VENTILATION LOUVERS ON THE LOWER AND UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN TIGHT GASKETS. THE CABINET DOOR SHALL HAVE A ONE PIECE WEATHER PROOF NEOPRENE GASKET. Supplemental Specifications (Rev 02/09/87) Page 61 9-29.24(1) PAINTING (REPLACEMENT SECTION) THE FINISH COAT SHALL BE A FACTORY BAKED ON ENAMEL LIGHT GREY IN COLOR. THE GALVANIZED SURFACE SHALL BE ETCHED BEFORE THE BAKED ON ENAMEL IS APPLIED. THE INTERIOR SHALL BE GIVEN A FINISH COAT OF EXTERIOR GRADE OF WHITE METAL ENAMEL. 9-29.24(2) ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS (REPLACEMENT SECTION) THE ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. THE FOLLOWING EQUIPMENT SHALL BE FEATURED WITHIN THE CABINET: 9-29.24(2) CONTINUED 1. MAIN CIRCUIT BREAKER 2. BRANCH CIRCUIT BREAKERS 3. UTILITY PLUG (120 VOLT-20 AMP RATED) G.F.I. TYPE 4. LIGHT CONTROL TEST SWITCH (120 VOLT-15 AMP) 5. CONTACTOR RELAY FOR EACH CIRCUIT 6. DOUBLE POLE BRANCH BREAKER (S) FOR LIGHTING CIRCUITS (240 VOLT) 7. ONE 120 VOLT, 20 AMP SINGLE POLE BRANCH BREAKER (FOR UTILITY PLUGS) 8. TYPE 3-SINGLE PHASE 120/240 VOLT GROUNDED NEUTRAL SERVICE 9. ONE 120 VOLT 40 AMP SINGLE POLE BRANCH BREAKER (SIGNAL SERVICE) 10. COMPLETE PROVISIONS FOR 16 BREAKER POLES 11. NAME PLATES PHENOLIC BLACK WITH WHITE ENGRAVING EXCEPT THE MAIN BREAKER WHICH SHALL BE RED WITH WHITE LETTERING. ALL NAME PLATES SHALL BE ATTACHED BY S.S. SCREWS. 12. METER BASE SECTIONS ARE UNNECESSARY 9-29.25 AMPLIFIER, TRANSFORMER AND TERMINAL CABINETS (REPLACEMENT SECTION) THE POLE MOUNTED TERMINAL BOX SHALL BE MADE OF MOLDED FIBERGLASS, BE GREY IN COLOR, BE APPROXIMATELY 16" HIGH x 13-7/8" WIDE x 5-7/8" DEEP AND HAVE A MINIMUM OF 16 TERMINALS ON THE TERMINAL BLOCKS. THE BOX SHALL BE WEATHER TIGHT, HAVE A SINGLE DOOR WITH CONTINUOUS HINGE ON ONE SIDE AND SCREW HOLD DOWNS ON THE DOOR LOCKING SIDE. ALL HARDWARE WILL BE STAINLESS STEEL. 9-30.1A DUCTILE IRON PIPE (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1: REPLACE "CLASS 53 and CLASS 50" WITH "CLASS 52" 9-30.2A FITTINGS - DUCTILE IRON PIPE (ADDITIONAL SECTION CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL'BE IN ACCORDANCE WITH ANDI/AWWA A104/A21.4-85. ALL FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. TYPE OF ENDS SHALL BE SPECIFIED AS PUSH-ON JOINT (TYTON), MECHANICAL JIONT(MJ), PLAIN END(PE), FLANGED(FL), OR SCREW(S). GASKET MATERIAL FOR FLANGES SHALL BE NEOPRENE, BONAN, CHLORINATED BUTYL, OR CLOTH- INSERTED RUBBER. RUBBER GASKET JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C111/C21.11-80. FLANGES (THREADED) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C115/A21.15.83. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL, PUSH-ON, OR PLAIN-END JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OF ANSI/AWWA C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE BOTH PUSH-ON (TYTON), OR PLAIN-END, OR MECHANICAL JOINTS AND FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A PUSH-ON (TYTON), PLAIN-END, OR MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53- 84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. Supplemental Specifications (Rev 02/09/87) Page 62 9-30.2A CONTINUED ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10- 4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE ENGINEER TOGETHER WITH A CERTIFICATION, ON A FORM SUPPLIED BY THE CITY, THAT ALL FITTINGS MEET THESE SPECIFICATIONS PRIOR TO INSTALLING ANY PIPE OR FITTINGS UNDER THIS CONTRACT. 9-30.3A GATE VALVES (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH:I _VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380, KENNEDY, OR M&H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 9-30.3E VALVE MARKER POSTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: VALVE MARKER POSTS SHALL BE INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED AREAS WHERE THE TOP OF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, BARK OR OTHER MATERIALS. THE VALVE MARKERS SHALL BE FABRICATED AND INSTALLED IN CONFORMANCE WITH THE STANDARD DRAWINGS. 9-30.5 HYDRANTS (REPLACEMENT SECTION) FIRE HYDRANTS SHALL BE IOWA, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING. 9-30.5A END CONNECTIONS (REPLACEMENT SECTION) HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION. 9-30.58 HYDRANT DIMENSIONS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: FIRE HYDRANTS SHALL BE-COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS, 0.0. THREAD 4.875 AND R00T DIAMETER 4.6263, 1-1/4" PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). Supplemental Specifications (Rev 02/09/87) Page 63 • ,/ . ,a� T' n�:`r'. , w +, K, .. - ,, ••':..�� .5r:. .�{.`.{h'i�i'�:a',21` .� Yet �.' Z • is , .\' '', ir;.,,•7 ifs .r�' y. 4 _f N - ,','• , is e•1 _`Y; .,'r,i•,1r{t„ ?;,' %'. :s i�?•'W .'•::..,; ,r{., � - s.t,..'�,, •'I. 'cl".,'! vY.,, F,st. � ii'r a:,-T!b�w ii, "i''' a,`;, ,Yt :,, '>V`u4:-, •tip, ',i'y 'i•f� ':1''v;.:'it'' ti,r. Yv. .,,w1• .1 t h ra�r�k•i• 'tif, e.11 l� r: �-Y•,i. - _ `�V•'F,.. vJ .I''x'.AE_ �k -�5,` Si�;-'.r ' . .1 `:J .`i'3 y•. 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(:�J' jjj 2:. . ,, =,. + r , S• , - y • • • • • • • • _ .iY�. . - 1 ``' 1fY�tir\'. • ...�:,it .�. %R�,:.r:i.:.i Y:>.= �'.._ .:p.. ."rl;;=' rcn- �a:._t.-�s_;�_.-.. . _ • CITY OF RENTON City Parking Lot Main Avenue South SPECIAL PROVISIONS 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02 . 5 Payment (Supplemental Section) The lump sum contract price for "Removal of Structures and Obstructions" shall include but not be limited to the existing building including foundation, existing parking lot lights with foundations, catch basins, and drainage pipes, sign posts, or other structures as shown on the plans and as directed by the Engineer. 7-04 STORM SEWERS 7-04 . 5 Payment (Supplemental Section) Patching of the existing street and alley shall be considered incidental to the storm drain installation and no additional payment will be allowed therefore. SPECIFICATION FOR M-400A2 ROADWAY LUMINAIRE - GE FOR CITY OF RENTON • SEPTEMBER 18, 1986 - 1 - M-400A LUMINAIRE SPECIFICATIONS This specifications covers the requirements for a street lighting luminaire with integral ballast, for use with a horizontal burning High Pressure Sodium. DETAILED REQUIREMENTS 1 . HOUSING a. The housing shall be a precision aluminum die-cast. This housing shall enclose the slipfitter, reflector, lamp socket terminal board and ballast components. b. Provision shall be made on the top housing to permit leveling of the unit. c. The housing shall be of adequate size to allow for operation of all of the components within their designed operating temperatures. d. Housing shall be able to withstand 1000 hour salt spray test. Per ASTM 117. e. The housing shall have an acrylic base electrocoat finish, the color to be ASA 70 gray. 2. SLIPFITTER a. The slipfitter shall be suitable to accept a 1-1/4" to 2" pipe and shall contain a pipe stop. .. b. Clamping and leveling of the luminaire to the mounting pipe shall be accomplished by the tightening of 4 bolts which shall be accessible from within the unit. c. No re-arrangement of parts or separate parts shall be required when mounting the unit to either 1-1/4" or 2" pipe. 3. LAMP SOCKET a. The lamp socket shall be a mogul porcelain enclosed. The rating of the socket shall exceed the lamp starting voltage. b. The screw shell shall contain integral lamp grips and the center contact shall be non-cautilever spring loaded. c. The socket shall be adjustable to any of two vertical and four horizontal positions. d. Socket shall conform with TDJ-147 specification of EEI standards. 4. REFLECTOR a. The reflector shall be of aluminum hydro-form construction finish with the Alglas process. b. The reflector shall be rigidly mounted within the housing to assure a firm surface for proper sealing when the unit is closed. • - 2 - c. Gaskets between the reflector and glassware shall be made of Ethylene Propylene Diene Monomer Rubber. The optical assembly shall also contain an activated charcoal filter to be effective both mechanically and chemically in removing airborne particulate and gaseous matter.and assure proper breathing of the optical assembly. This filter shall be so located so as not to interfere with the light distribution. • 5. REFRACTOR a. The refractor shall be of borosilicate prismatic glass. 6. DOOR GLASS HOLDER-DOOR a. The door glass holder-door shall be secured and hinged to the upper housing at one end and latched to the upper housing at the opposite end with a spring loaded stainless steel latch piece. The latch shall be of such size as to permit opening by a lineman when working with lineman's gloves when the luminaire is mounted either in it's normal position or upside down. 7. TERMINAL BOARD a. The terminal board shall be molded of Fiberglass Reinforced Polyester-protective barriers between each terminal . b. The terminal screws shall be of the captive type and each screw shall be equipped with wire grips which will automatically be raised and lowered as the terminal screw is operated. Terminals shall be, capable of accepting up to #6AWG conductors. c. All components are to be prewired to a single terminal board requiring only customer connections to clearly identified terminals. d. Terminal Board shall be a Dead Back design with no exposed electrical components. 8. HARDWARE a. All hardware shall be of non-corrosive or suitably protected metal , plated where necessary to prevent electrolytic action by contact with aluminum. 9. BALLAST a. The ballast shall be of the built-in design mounted within the luminaire in such a manner that it can be easily disconnected by simple disconnecting plugs. b. The ballast and other auxiliary equipment shall be mounted on a separable die-case component of the luminaire to facilitate replacement. r • - 3 - c. The High Pressure Sodium ballast shall be of the Magnetic Regulator design rated 'for �t 1-z1,jovol ts. d. Ballast core laminations shall be of high quality electrical grade steel welded together to minimize noise and assure trouble free - operation over the life of the luminaire. e. Ballast coils shall be precision wound on formed insulating bobbins and terminals shall be of a push on type connection. f. Components to provide the high starting voltage required by the High • Pressure Sodium lamp shall be mounted on a plug in assembly for easy servicing. g. General - Compliance with lamp specifications The ballast shall be capable of starting and operating one (200;250,310 or 400) watt High Pressure .Sodium lamp from a nominal (120,208,240, 277 or 480) volt 60 hz. power source within the limits specified by the lamp manufacturer. The ballast, including starting aid, must protect itself against normal lamp failure modes. The ballast shall be capable of operation with the lamp in an open--or short circuit--condition for six months without significant loss of ballast life.. The fixture manufacturer shall submit a statement to the effect that the ballast to be furnished is in full compliance with lamp ballast specifications available to the fixture manufacturer from the lamp manufacturers at the time of bidding. Lamp Wattage - For nominal line voltage and nominal lamp voltage, the ballast design center will not vary more than 5% from rated lamp watts. Regulation - At any lamp voltage, from nominal through life lamp • wattage regulation spread at that lamp voltage shall not exceed 18% for + 10% line voltage variation. The luminaire manufacturer will supply ballast electrical data and lamp operating volt-watt traces for nominal and + 10% rated line voltage to verify ballast performance and compliance with lamp specifications, for the rated life of the lamp. Starting Requirements - The ballast must reliably start and operate the lamp in ambient temperatures down to -40 deg. F for the rated life of the lamp. Ballast primary current during starting must not exceed normal operating current. Lamp Current Crest Factor - The lamp current crest factor shall not exceed 1 .7 for + 10% line voltage variation at any lamp voltage, for nominal through—life. . - 4 - Ballast Power Factor - The power factor of the lamp-ballast system, shall not drop below 90% for 10% line voltage variations at any lamp voltage, through life. • Capacitor Variance - The ballast design shall be such that the normal manufacturing tolerance for capacitors of + 6% will not cause more than a + 8% variation in regulation througTi rated lamp life for nominal—line voltage. 10. PHOTELECTRIC RECEPTACLES Luminaires with photoelectric receptacles shall be in accordance with EEI-NEMA standards and prewired to the terminal board and quick disconnect plugs and shall be adjustable without tools. 11 . PHOTOMETRIC PERFORMANCE When used with the (200,250,310,400) High Pressure Sodium Lamp, the luminaire shall produce ai515 q--, ADl ight distribution. The photometric performance of the luminaire shall as a minimum conform to the appropriate following table. CITY OF RENTON CITY PARKING LOT — MAIN AVE S. SPECIAL PROVISIONS: 8_20.3(2) Excavating_and Backfillino The unit contract price for "trench and backfill" shall include complete restoration, including sawcutting of concrete sidewalk or asphalt as required to accomplish neat restoration. 9-29.3(3) Conductors, Cable A11 single conductors employed in the lighting system shall be No. 8 AWG. Insulation shall be USE/RHH/RHN. 9-29.3(5) Conductors,_Cable All cable inside light standards and mast arms shall be two conductor stranded copper No. 10 AWG insulated for 600 volts between conductors. This cable shall be of the type commonly referred to as thermoplastic pole and bracket cable. The insulation shall consist of 45 mils polyvinyl chloride with 95 mils polyethylene jacket. 9-29. 10 Luminaires A11 luminaires shall be General Electric M-250A2 Power/Door or equivalent. The wattage shall be 250 watts. The voltage will be 240/120 PE R. Ballast will be autoregulator. Lense type will be glass. No photoelectric receptacle will be used. IES distribution type will be Medium, Semi—cutoff, Type II. Filter will be charcoal. • -40 . _ •'',7'.•, L� '�, -' °` ' .. ;�'tf:Lti S•r}� ��,...»ya•T�,a r • • • • cry..X';,•i,c y*. • •, ' `;r _ - It � 1 •, � `•i..ff.F; '. .'''� S'T'A•N'D:.A.R.D•.-,... D .. N.N. S; . •r .{{: ; 'yy +,. ., ';✓1J,ry::'rn •'�•1, .X(:,,''. .i I M.. :t, 1.'.�• ' ,^.,,']•l:'j.w ry''. i1t • .: ia••(k..•ylv.�� : th,' w,f.;,.,,,..•5- _•-f..l,_ .. .. ...Fii''- i'F?.t-r�'ry�". .5.. cv 1`y,c • , y 'ibtk r ;• ... ':,-"'f....: .'...:.:„.,,t:,.>IC‘..:%$:.:..:...':::Y'...•,'•',..-..1 i':-::.',.....',..',;..:.-:,:.,'',,..';!,-... ,..:,....:.;,:' :.'.', -' '..:,,',.,,e ,,;;.:i'::'..,.. 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'%^ tt. ;r •fir r'\:t:=, 'x',c cai* r•v-;,`�� 'i- � r , :- i — '�' l•� r iu ,•�" ;f.' " ,;- '1 r ]: ` ;11 ' a?. y.;r��x,;h,, J,'^;. .:;I-.,arA_i,:,F.4..Ir-..S- H•,„•-: - -ll,. 'titLL'HI. 1,:r. 40, • ,Myj:Ht"a �' '� _,' t 1:' .a r .. r -4.`"'.1. 1.1.1wr_ • � ti• .' fC . .ja. I,r, 'et:,._.L:d.VY j'.1, . .' .'lf. 'S.'•1' .' .' j = .'2i'..i.. A± - 1�r2: o • • • • • ,• .. . . .• 'w1. F' :o,i'a : f" t (., ' . .y, ,r .S>> rs" _+. ?..•pi.t ♦. ,' - . .' r „]_ c 0, . .... cF it,�, :'�.• �r`' t< (:. %s�c'•t•..e.. ,. . ... . _ ,,i •.,.... 4 © CITY OF RENTON . DEPARTMENT OF PUBLIC WORKS b" 0.1 N ma Ti ir.r lU 1 II 6" .r. PVMT -- _ ,: • • IIII ,.p. �` p -; IIll 16„ GENERAL NOTES [---I0" JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15 ' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE OF THE SAME DIMENSIONS AS THE CURB AND GUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2 1/4" INTO CUTTER SECTION. 1/2" THRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT MEASUREMENT, AT POINTS OF TANGENCY ON STREETS, ALLEYS AND DRIVEWAY RETURNS. ALL JOINTS SHALL BE CLEAN AND IN THE GUTTER SECTION THEY SHALL BE EDGED. FORMS: FORMS SHALL BE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED - SECTIONS. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. THE 1" RADIUS ON UPPER FACE OF CURB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM. 1" RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FACE FORM. i s10.1 10" ,�2-1/2�1+ 5" i.j..„2-1/2i• .• Illek ' 1veR • N .,;.:••••••••• .' '.. :..11 il.:. .......:•'..*::::*.:...::,,•:, :w .2- - luR " ...f ''. •; 1 '• •" :••••• • .I"R.. .,_ T , # 3 DEFORMED I BARS CONCRETE: CONCRETE SHALL BE CLASS B (3/4") AIR ENTRAINED PORTLAND CEMENT . CONCRETE. SEE CITY OF RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURB AND GUTTER TYPE D. I CEMENT CONCRETE CURBS DATE 8i87 1 QuG'PT 9 I 1 C © CITY OF RENTON DEPARTMENT OF PUBLIC WORKS UtNtRAL NU 1 LS JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15 ' C/C NOR LESS THAN 10' C/C. THEY SHILL NOT OE LESS THAN 3/16" IN THICKNESS AND SHALL BE OF, THE SAME DIMENSIONS AS THE CURB AND CUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2 1/4" INTO CUTTER SECTION. 1/2" THRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT MEASUREMENT, AT POINTS OF TANGENCY ON STREETS, ALLEYS AND DRIVEWAY RETURNS. ALL JOINTS SHALL BE CLEAN AND IN THE GUTTER SECTION THEY SHALL BE EDGED. -1/2" • • „ CEMENT CONCRETE 18 wIcLASs B (3/4) CONCRETE: CONCRETE SHALL BE CLASS B (3/4") AIR ENTRAINED PORTLAND CEMENT CONCRETE. FORMS: FORMS SHALL BE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED SECTIONS. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. THE 1" RADIUS ON UPPER FACE OF CURB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM. 1" RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FACE FORM. I/2"R 1"R _co r. (\I 6-1/2'� I/2"R _ I R -to • • SEE CITY OF RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURB AND GUTTER TYPE D. CEMENT CONCRETE CURB & GUTTER TYPE "A" DATE 8/87 SHEET ? I �l ( Cs © CITY OF RENTON DEPARTMENT OF PUBLIC WORKS f U.NLRAL NOTES JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15 ' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT DE LESS THAN 3/16" IN THICKNESS AND { SHALL DE OF THE SAME DIMENSIONS AS THE CURD AND GUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2 1/4" INTO CUTTER SECTION. 4410, 11111%% n P N11111111111111111141441111111114:11111‘ 44114440,. TO 4f4 io -I' • ,p. V O 1,f,' PLAN NTS 1/2" THRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT MEASUREMENT', AT POINTS OF TANGENCY ON STREETS, ALLEYS AND DRIVEWAY RETURNS. ALL JOINTS SHALL DE CLEAN AND IN THE CUTTER SECTION THEY SHALL BE EDGED. • 1"R t 18" SECTION A—A CONCRETE: CONCRETE SHALL DE CLASS B (3/4") AIR ENTRAINED PORTLAND CEMENT CONCRETE. FORMS: FORMS SHALL DE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED SECTIONS. FORMS SHALL DE TRUE TO LINE AND GRADE AND SECURELY STAKED. THE 1" RADIUS ON UPPER FACE OF CURB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM. 1•" RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FICE FORM. SEE CITY OF RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURB AND GUTTER TYPE D. J STD. DEPRESSED CURB & GUTTER- TYPE " D" u I 'DATE I 1 er��- o � 6 0 CITY OF RENTON • DEPAR_T M.ENT OF. PUBLIC WORKS • - r 1 • CEM. CONC. CURB & GUTTER /11 1/2"X 4" EXPANSION f1../ MATERIAL i—�-�-- --/ . I/2' X 4 • EXPANSION MATERIAL • 1/4"R AT JOINTS 1/4 " R AT JOINTS .�� w SCORE LINES TO BE RADIAL • TO CURD & GUTTER W 3 • I/2" X 4" EXPANSION MATERIAL -- — • I/4" R AT JOINTS SCORE LINES _II a_ -.NIL_ 8 4 W"- WIDTH OF SIDEWALK • III GENERAL NOTES JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED- 15' C/C NOR LESS THAN 10 C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL • BE EXTEND 2" BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS OR AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. \__ I/4"/FT. SLOPE I/2"X5" EXPANSION MATERIAL " I/2I /4��/FT. SLOPE I/2" R i CURB RETURN ONLY I /2 R „ I)/2" ) R : 1 f„ra J PAVEMENT AS PER PLANS { PAVEMENT AS PER PLANS • STANDARD CEM. CONC. CURB a R"H4 K WAY �� GUTTER STANDARD CEM. CONC. CURB a GUTTER SECTION A- A SECTION B -B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2" X 5" EXPANSION MATERIAL SHALL BE PLACED FROM • , PT. 'S TO PC. 'S AT ALL CURB RETURNS. 1/2" X 4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS BE (3/4") WITWAIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED ' FINISH. • I SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR) • • `TYPICAL SIDEWALK DETAIL DATE I/871 SHFFT 22.1 e 0 © CITY OF RENTON DEPARTMENT OF PUBLIC WORKS / . ,-N ALTERNATE I • • vPIx' • e _ . --- EXPANSION JOINT ,_ r ' t 60, _ .' 1114440i0H SLOPE 6:I��' • (TYP.)., . .11 410400. �� i JO° I‘ 44 EXPANSION JOINT (TYP.) GENERAL NOTES iN `4 • '/'' �0" 0 411%11.1.440"41111411' .:8,' I.DUMMY JOINTS SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE OF THE SAME DIMENSION ` EXPANSION JOINT (TYP.) AS THE CURB & GUTTER'EXCEPT THAT 3p% ,' IT SHALL EXTEND ONLY 2-1/4" INTO M/ GUTTER SECTION. • I . . . ... .... .__. P SEE CITY OF RENTON STANDARD _ VAR. r VAR.` DETAIL FOR DEPRESSED EXPANSION JOINT P• DRIVEWAY CURB & GUTTER- • TYPE D. SLOPE ' pR' 10% MAX. ;.o.,.. •0�':a _: k SECTION A-A % i - ��' EXPANSION JOINT• A • ALTERNATE 2 ' • 1I,...3p s • • 4%4%4%. -- 'llIllikill• ',EXPANSION JOINT (TYP.) WHERE THE M/N. �' �/ DRIVEWAY EXCEEDS 16- 10' IN WIDTH A 2"DUMMY JOINT 4/ i SHALL BE PLACED ' :� LONGITUDINALLY ALONG CENTERLINE. ` ...' 1/2"EXPANSION JOINTS_ SHALL BE Spa N 40' 111‘ ' PLACED AT DRIVEWAY RETURNS AND AT M/ 1 THE BACK OF DRIVEWAY. .2. CONCRETE .SHALL BE CLASS B(3/4") AIR ENTRAINE' 4. SUBGRADE COMPACTION SHALL BE 95% . . PORTLAND CEMENT CONCRETE. (MODIFIED PROCTOR). • 3. DRIVEWAY IS NOT TO BE POURED INTEGRAL ' WITH THE CURB & GUTTER. i J � l88 I ` •STD. INDUSTRIAL &. COMMERCIAL DRIVEWAY SHEET 2.3.1 6 p CITY OF RENTON - DEPARTMENT OF PUBLIC WORKS r N Final Joint must • be saw-cut Saw-Cut or line drill 2" min. Asphalt Existing Asphalt underlying concrete Concrete Concreteii __ _ _ _ _ Existing - - ��. ^•„ -- rr --- --- Cement Concrete e ' kw 6�� :tci=•tIlw::."VIrg l 'ic� 6" min. Cement Concrete • • 6" min. Crushed Surfacing Conc. • - �� shall be- Cl . A (•3/4) Top Course Portland Cem. Conc. Con- forming to Sect. 6-02.3. Compacted Crushed Rock Backfill EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE Final Joint- Asphalt Concrete (3" min. ) must be saw-cut replacement patch to be _-- __ _ _ __ __ __ 1" thicker than previously existed. Existi ng Asphalt / / 6" Min. Crushed Surfacing Concrete 6" , / / Top Course Compacted Crushed Rock. Backfill EXISTING ASPHALT CONCRETE OVER PREPARED GRADE , Final Joint must Cement Concrete (8" Min. ) Replace- be saw-cut ment patch to be 1" thicker than • • previously existed. ~1 v Existing Cement `�{ . Concrete Pavement • 6" Min. Crushed Surfacing `' 6" / 4 Top Course Conc. shall be •Cl . A (3/4) - Compacted Crushed Rock Portland Cem. Conc. Conforming Backfill • to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE 1. See Sections 7-18 and 2-09 for Patching and Backfilling Specifications. 2. All trenches in roadway areas shall be backfilled and patched with temporary asphalt at the end of each work day, unless permission is granted to do otherwise by the City Engineer and City Traffic Engineer. 3. All temporary patches on trenches shall be permanently patched within 2 weeks of completion of work within the roadway area. 4. Saw cuts on concrete pavements shall be made no more than one-half the depth of the existing slab. . . 6. Compacted Gravel Backfill Class "B" may be used upon approval of the Engineer on trenches over 200. feet in length. PAVEMENT PATCHING DETAILS DATE I /871 q{-1 T „ „ , • • • © CITY OF RENTON �` DEPARTMENT OF PUBLIC WORKS e 1 • R/W . i EXISTING Ca ROUND - Z_ CO i J _ Ir.. �� I-w l '�-� --11 I_Ill...11 __ III I_III- = 1 -' I I — 11 • EXISTING GROUND DO' MIN. I !. `v j/ aI. 1 ::S „ ...-...-.r.;::.i:i �i ! iw • Afpcis PLAN • EXISTING DRIVEWAY RAMP OR SITE ACC ESS ROAD. I. USE 4"TO C.;QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL wrru "FLIES" IS NOT' ACCEPTABLE. • Z. THE 50'MI1JIMUM• LENCaTU-1 51-TALL BE LENG'il-JEMED AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED INTO TI-JE PUBLIC. RICiI-IT-OF-WAYb • • DATE TEMPORARY CONSTRUCTION ENTRANCE SHFFT TEMPORARYA A 1 • . (. 6 © CITY OF RENTON DEPARTMENT OF PUBLIC WORKS r FRAME AND GRATE ,�, SEE DETAIL 3.6).5 \� Co" RISER SECTION �` U3ED FOR SUORT ADJUSTMENTS 2 X A-X 8 50LI D PRICK CAN 6E USED FOR FINAL ADJUSTMENTTO A MAXIMUM LIFT OF Co" ,:2,.• : , . �� 0 121' RISER SECTION • • (o" REDUCIkb TOP SLAB • PRECAST fliNSE SECTION : 4- WAY 24" KNOCKOUTS , ti PIPE -SIZE •AMD PIPE. ENITRN E ' - •' ANGLETOEE LIMITED BY `'' KNOCKOUTS. •. . \ t/IAXIMUM PIPE SIZE IV' DIAMt ER. . r• . , . • ote'-:.:, :**;4%" .-:;.: :1.::.,., 1ti , J CATCH BASIN- TYPE I-C DATE 8/87 I SHEET 3_2_3 1 /-Th / / 1 IJ Q � /WIVEOCag47E. 5EE D y;� , w A/o7E5 a5L 4' ADJUSTMENT ICT/ON _CD `?;•,.;; ;:'--',,f_ "X20. MOD/PIED 57-Ef D •• TOP SLAB COVER U) :.; Z !p"M//J .-: Ca D/A. fAX/E5 v 5EE TAB 5T& OR LADDER -13 �, I I ""I rn I J- . MAX, PIPE size MAY �E L/M/TED m II 0 l BY P7 CGW�/L�UA4 770N. z _< I I 0 C B D/A. MA C.PIPE 52E b C00'r 42„ r O MiN. ;',•. . . , . . , o • 1-�{ 1.--- "M/N. xi CAST /N PL4CE 145E cn 02 kkE-C45T E45E i v • rag C4TC1-/445/A/MAE2/ALS SACS. SZE 5T4AJL 2D 5PEC/F/CATV /a .--- -- - -- -- m m • ALL TYPE_Yee.5�c'.X//FFED W/77/ OPEN GRATES SN4LL. BE L �C2K/A 7YFE 5E,E GETA/L 36.5 -� • ALL TYPE II Co NOT/A/PAVED AREAS 5/1ALL BE e01.11FFEDIVITII LID LCCIe/A, LID AND -- 5//ALL M9T PU /CT/UN AS CATCH/E;45/N. OLYMFTC/FOUNDRY#5MCo0SOLIDD%TOILEQU4L.(SrrDETAIL3.(4) W co • Co 51-14LL BE SET SO SreF5 ARE DIRECTLY UNDER OPEN/MG. (5/L P5 S,UALL BE INCLUDED) Nap . 'P11J' l 1 ` / © CITY OF RENTON DEPARTMENT OF PUBLIC WORKS r 1 FRAME AND GRATE PER STD. DEE 3.60.5 \\�■ . ■ ■ ■ ■ 4 p•: ; r TYPE I OR 1L C.B. GROUT .- - I"DIA. VENT !-oLE , =1.01 MIkI. I .:.• L.G. COLLAR P LTEE main __i__ REMOVAE LE . I. •; Co" NI I t`I- ENO. CAPWM-J ' ► C�A`3KET—� ' , IV'' MIN. TYPICAL INSTALLATION FOR TRAP WITI-I 8" MAX. OUTLET FRAME W/LOCKIIJC1 LID OLY. FDYA M I-I 30 (5E E DETAIL. 3.Co.5 \`' ak, CI-1AIN-500# CAPACCTY)SLACK ' • WLIEN GATE 15 DOWN. BOLT OR !' • WELD CI-IAIN TO C.13. FRAME. • (5TEP5 OR LADDER • 3LIALL t3E INCLUDED) /7---- ) , GROUT (TYR) • 51-D. C.).STEP 1 : • •► 24"M 1 m. _ .'-- -;' ijjIll DIA.VD..Ifl-401 E ? ..- , 97,.011Lo LIFT' GATE I2"MIN. PER STD.DET. . 14� RESTRICTOR PLATE +,: 2'MI kJ. OPEIJ OR APPROPRIATELY TYPE It C.5 MIN.S4-" :. SIZED ORIFICE CUT I?J SEE DETAIL �S•2.4 :► PLATE. •• 4' • AI 'A' s' TYPICAL INSTALLATION FOR TRAP WITI-I IV OR LARGER OUTLET J TYPICAL OIL SEPARATOR / GAS TRAP DETAILS • DATE 8/87 1 \ quFFT A a I I Cs © CITY OF RENTON . j — DEPARTMENT OF PUBLIC WORKS S.S. SCREWS W/SELF LOCKING NUTS NEOPRENEillMATERIALCASKET /42'12-6)0(01-T O ALUMI NUM,IN/ / \ CLOSED CELL NEOPRENE PER i 1 ASTM l05(v-(o7 CI-IEMICAL \ / 1 RESISTAkir (01L*GREASE) ��)I —INVERT OZ ARV I RE TEA '-67°TO +250° rMFERATURE, �� RE51"RICTOR UNIT SI-TALL BE CMP- • I-1.3004 ALCLAD ALUMIMUM . LIFT GATE ASSEMBLY III' Coll 1 11111 ! i . a 1' d FRONT SIDE ' LIFT GATE 5C0 C1-IAI1.J 24"MIfJ. - r r • . =. 3 • ILIFT'GAE ' . ASSEMBLY A RESTRICTOR PLATS (UNIT WITH APPROPRIATELY+ SIZED MAC-LINE CUT Oa?1FIGE) -_1 r_ _ r . . RESTRIGTOR UNIT IRESTRECTOR UNIT & LIFT GATF Q SFNAR I V DATE i/85 1 r j . eh 0 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS e 1 NON- LOCKING (OLYMPIC FOUNDRY *SM60OR EQUAL) Sr -,- -- AC , � • ...1 ' ,e.) Q o T- kr • . Iz II - o —N t N 'III IliI � 1-.- I5/421 1'-- -PI I , 1 3/4' L 1'-10'/ " • � 24'2'-01/4'' 2.'-2'' GRATE (DUCTILE IRON) . FRAME GATE TO5E LOCKED DOWN W/(z) 5TAI NLE55 5TE1✓L 50C .ET (OLY. FDY.41' M GO D/TOR EQUAL) LOGKI N G 1-1EAD CAP 5CR CW5. /----PAD I W2"X 3/4"X Igo" j -- - - -- _--, l 'w`1 THICK(6IZEQUIRED) --►I �—IIfe • _ A ; A C ' r O ci —' r'oPeNINJ I . ii L ' I ii i ' i I ' -' I I N I — -- — I - 1 ' I PAD i'/2''X V4''K I/a' a I d OI '_ � ' „ � IQ ' � , � �-II�K�B�C1UIRTr� L u--Iii_.1, - - _ r•I 1�/�t - 8 I II I i,�II -��I it ,� i:_Il I'-10 I/2" .c0� 24 -H .�1'//� -,-] --Isis" Z'_01/q" 3/4"NORMALGRATE(DUC,TILE I(1�M) S�,C. Ej --� �� 1 a/411. 2'-51/4n I/��_ �� FY L Iz FRAME o 13/a''--� �--I5/e'�.:1 „5/�,, vs' 21/z" SE C. C-C I � a'Y'' �r _ _ , I Y4" ALL-TYPE II CATCH EV-15i1115 REQUIRE =m - I�3/4,� I/gy, 7/6 LOCKING-TYPE FRAME GRATE. II " 15/8'' SEC. A-A • CATCH BASIN FRAME DATE II /851 & GRATE DETAILS curl^-- 3_F_5 I • • 0 © CITY .OF RENTON ` • DEPARTMENT OF PUBLIC WORKS j . 1)q,053 Da°°.0 0 ¢,�,00 J,��00�,0 o J a U0.30 O90 0 °00 °30.p i�"'"1�\ °°65 �7P°0 v0 \ en °."' ' I I DO° o°oof' ? BEDDING GRAVE - ,poO�� ;ooQD�o°o'�oa. COMPACTED V r ° o °O O p ll.. fl l7�° 1 0� 0 o °� J "°> °°o ° FOUNDATION GRAVL- '' oa° o� IF REQUIRED ORDINARY PIPE BEDDING FUR 4" PIPE V OOpof „ $0.0 .06 00.&00spl, 0 p °o e o0• O°,0 �,40% °o p te0° o D 0 0 0 ° o° Qp /4 �00 0 000 wit DoI ooa�03 j I 'o00 Dp,,o o - P�EDDING G2A�lEL- °°o�oo- i �q0,&up COMPACTED � o I a °OaQPTO00 ° • 0 0 0 . r �no�� °� � °o ��° o° °o`7c�°, FOUNDATION GRAVEL- •°°o..D� 0.,0 o,�ov •O, si IF �EQUI[-ZED •1 .0 10 0 or vv'O�� r.v . ORDINARY PIPE BEDDING FOR Co" * LARGER PIPES oit:-.. • ar • - '� r*. ' ��/ \ ,�• ` £ 'i CONCRETE —� ,-,• .. , ... o moo p v 0 00• 0 . _.•,- o �ao o a ,!�, o FOUNDATION GRAVEL- IF REQUIRED CONICRETE' ENCASEMENT • • PIPE BEDDING CLASSES DATE g/g71 SHFFT � 7 I 0 © CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 1 yr PROTECT INLETS DURI M6 4 * CON5TRUGTIOM. KEEP SEDI- MENT OUT OF T-IE STORM DRAINAGE SYSTEM. USE I4ALF- CIRCLE BE1-IIND CURB INLETS / DURING STREET CONSTRUCTION. MODIFY PROTECTION AS CON- 5TRUCTION1 PRO&RESSE . I {� .'I''i \ �Ttilt�i/' \ / 1 • / . CIRCULAR 51-IAPE 15 NOT ESSENTIAL- PLAP1 VARY SI-IAPE TO FfT DRAINAGE AREA AND TERRAIM. OBSERVE ID G-I CK ' TRAP EFFICIENCY AND MODIFY AS NECESSARY TO INSURE SATISFACTORY TRAPPING OF 5IDI M ENT. CAN 15E ADAPTED TO TI-IRU-CURS INLET. FRAME GRATE MINIMUM DEPTI-I-I' FILTER FABRIC MAXIMUM DEPTI-1-2' lira - ti=Iii MAX �11:=Riiui ��=11 `. _t•'• =•Yir a—ia-ill-II SLOPE f:I ^j-n11 I1G (11E1t- 11 = CLEAN OUT WI-IENI SEDI MEMT IS .1-' ig7: ,I * aii lll� ll((II-I ` Cpil I5ELOW ORATE. IO'MINIMUM = DIMENSION 9 ? Ei.. p e . . . N_ . . LEAVE OUT 15LOCK. TEMPORARILY SECTION INSERT TILE WffU WIRE SCREEN AND GRAVEL r!LTER... KEEP FOOL DEWATERED. t i CATCH BASIN / INLET . DATE 11 /85 SEDIMENTATION TRAP-TYPE "C" SHEET 4: I I. . . . . : I • : ' . TYP/6,4L L/ 9I/77N /JNDE 6RLIND SYSTEM . ,.,. • ...„.::•. . . C, .: . • . . . . • . .. . • .. . . _ .....---,, • I • - TO LUM/NQ/RE TYP/GAL ,dES/G�1/ ,�"" I c/UNGT/ON .BOX FUSE KITS j"H/i • .. r QU/G/C,O/SCONNECT ,ORM/N BOLE /0 AMP /it/LINE FUSE KITS-S.E.C. OR E&UAL • ^ TUp OFCO#CAETE S,nL/CE f</TS FOUNUAT/ON TO I ,E3E LEVEL Jy/Tf/ CLEAR EPDXY SpUGE GAW,VL LUG TOP°FS/,OEWALK KITS ON ALL. 77/RU ZW/A/. SPOUT `-'-1 OA CURB fr, w/R �U�`s UN,OERPOLEBASE JrT _jL .: 9„ -- CONG.PETE'' %/', Vie, _ II II iIll Jill IlItf-ll(II -'4! ..`' III( Ill! l(�L I I' I«=A,ul=H►1I .8 .BA/ZEr 1h) =T I I II SR0U4/0 rY/RE d;, GIpOUN,n CLAMP II II II II /i L 11 &� j1 : ¢, • I' I 2-(S/ZE.c7 AS II CON,OU/T 11 I I L(/ �/G��it/ GY TEM SYSTEM L�. c J . IN/RE$ TO CONT407OR • S�X B' CONCRETE . , COPPER-CLAD FOUNDf4T/ON. GROUND RO,G .. • • • APE!/. /0-z-R7 ATAIL SWEET' CONCRETE PAD DETAIL , - ,:-. • - -.... - . - LIGHTING STANDARD & JUNCTION BOX • . 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Sized as required /SLIPFITTER • —1814- _ • N 4%1: 0.0. • • .188 WALL BRACKET ALUM. ALLOY 6063-T6' • • • 1/2" B N C LOCKBOLT 1111 2 GR. 18 - 8 S. S. 1 • - FLUSH JOINT • \-42."0.D. • • • TAPERED ALUM. POLE .219 WALL ALLOY 6063 -T6 35'0" • SATIN GROUND FINISH • 28'3" SHAFT • • I luT012" BOLT CIRCLE 4 I/2" OF (4) 1" BNC GALV.STL. BOLT ABOVE ANCHOR BOLTS WITH 5.FINISHED DETAIL NUTS AND WASHERS-\ j GRADE.-. - • 4'! CONCRETE 80.D.4. 151 HANDHOLE • • • - PAD 4"x 6" OPENING S 7-W/COVER AND r!• GROUND LUG-\ .S. SCREWS • • - • !.S 2.- 4.! • . • 4 6" BASE FLANGE ALLOY • ":.( •. (4-1\-\-4.---3,56 -T6 WITH BOLT 0, • - - , - COVERS 81S.S. SCREWS?-4114LI' Ctt " i •SHEET STANDARD 35' DAVIT POLE ,e6-x 70-2-87 • : • r• DETAIL s/'&Er - • ( - HaM.aE,es ,aE ",'' /iV 7 L DEC1L NC!M 72$ 2"TO 2. '/4///E"/6//T l/g,Qr/CALL Y /A/67 M.I.ED ONL}i iN DRY kl/G9rr7/ R 5 0 ore AaovE A/U/y,BE, VA/6 g%,4 MPL ES r- 1 A — 2 I -: 3 C32. 1 -\ A L E'7 T' s/PixEo LETTE',P PREF/ZfO G ON/NED PLJGET POWER OWA/ED I-4-4.-Z4Hj 7 t, 2" Z %" , ,, Cl/.es 2 3 .._kki _i__ i \ / v ,DECAL A �� ie. FLECTOR/ZE,O Vt / \ GOT///C GoL,O OR Pl/gTE" v 11/ ,BUCK R194/ e EPI/ - ,rE✓, 2-29-B8 6 7 f CT L/GI/T STANDARD gf/5 DECAL It/LIMBER/MG SYSTEM 4/-/-z_s In r JUNCTION BOX - • DESIGN "B" r .....ii>. ... • •• • [ , &alb -.N4666 Ithillta/MWEZABIZazirroirio . ! 5/16" GALV. STEEL lh I COVER PLATEzif f�� , .. 11, . (DIAMOND PATTERNI) I 1 I I. i I I ' 1 • 1 n . I { I I V / A i I I, B IA B -'...? �i ll./ �!• . Bp 14 �J � � # 6 GALV. •�tiELDED WI RE LOOP � GALV. STEEL FRAME ANCHORED IN PLACE , (DIAMOND PATTERN) N. • !7W //I• . .. r- • • • , F ..:;. SECTION A-A SECTION B- B . • . ... gE v /d-2-S7 ^ Cr T Pk 1 1 c` t.1 C. '- T //-17 r 4 5 3t�.J.t r `T C �.S iV •ni r, Y c //4„ Load L/NE /�4 ,mot, ,,,,,,,\ ,N�� FUSE CUTT/NG R/NGS LENGT7/..¢ 7/8 Z7/AMTEg= 7/8" • FUSE , /T Epoxy Epoxy F/LL F/LL iii T iiiill��i�/ ii� . . . . %ii 'D�li/�/ll�, /%/-Ai�/�- 11115F1151155551!/ //d/li, /NL/g e/0L/cz NYE SPZicE SPL/C T g-/S ,Pe-i( /o-z-87 , 4729 G arle -T a 0 CITY OF RENTON "LL BUILDING & ZONING DEPARTMENT OMB Earl Clymer, Mayor Ronald G. Nelson, Director MEMORANDUM DATE : May 25, 1989 TO : Maxine Motor, City Clerk FROM: Planning (SS) RE : Parking Lot for Renton Municipal Building SA-112-88 With this memo I am transmitting the above referenced file. • 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2540 SITE PLAN REVIEW COMMITTEE CITY OF RENTON REPORT AND DECISION APPLICATION NO. : SA-112-88 APPLICANT: City of Renton LOCATION: 200 Block of Main Avenue South SUMMARY OF REQUEST: Applidation for site plan approval to construct a parking lot with 45 parking spaces to serve the City of Renton Municipal Complex. The Committee review was conducted after receiving written comment from all divisions of the Public Works Department, all divisions of the Community Development Department, and the Fire, Police, and Parks Departments. The following exhibits were entered into the record: Exhibit No. 1 Yellow file containing application, proof of posting and publication and other documentation pertinent to this request. Exhibit No. 2 Revised Site Plan (received January, 1989) . Exhibit No. 3 Revised Landscape Plan (received January. 1989) . Exhibit No. 4 Paving and Storm Drainage Plan (received January, 1989) . FINDINGS, CONCLUSIONS, AND DECISION Having reviewed the written record in the matter, the Site Plan Review Committee now makes and enters the following: Findings: 1. The applicant, the City of Renton, has requested site plan approval to allow the construction of a parking lot with forty-five (45) spaces to serve the City of Renton Municipal Complex. The parking lot is being constructed in conjunction with the development of a temporary courthouse annex in portion of the existing City parking lot. The location of the temporary building will eliminate existing parking stalls. The City currently plans to reserve the parking lot for City employees during the hours between 7 :00 a.m. and 6:00 p.m. The public will be allowed to use the parking lot after 6:00 p.m. and during weekends and holidays. The City will place signs around the parking lot notifying the public of the hours of allowable use. Site Plan Review Commit . ' Report and Decision ' February 9, 1988 '1 Page 2 The site is developed with a single family residence which had been converted for a retail business and a parking lot. The structure is now vacant and is in a poor state of 4 . repair. The building together with a twelve (12) inch caliper tree will be removed prior to the construction of the parking lot. 2. The applicant's file containing the application, the State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3 Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended) , a Determination of Non- Significance -Mitigated (DNS-M) was issued for the subject proposal on December 21, 1988, with the following conditions: 1.That the applicant be required to develop a construction plan subject to approval by the Public Works Department and the BuildingDepartment, in order to ensure p , protection of the underlying aquifer. 2.That the applicant be required to develop a drainage management plan based upon a baffled oil-water separation system, subject to approval by the Public Works Department, in order to ensure protection of the underlying aquifer. 3 .That the applicant be required to develop a traffic circulation pattern and landscaping plan to protect consumers and neighbors against light and glare impacts. Note 1: Staff believe it would be desirable for the Police Department and the Traffic Engineering Division to work together to develop and implement a signage system and an enforcement program to limit parking in municipal lots to those persons with business in the Municipal Complex. Note 2 : In consideration of the City's - Corollary application for the Courthouse adjacent to the Renton Municipal Complex (SA 099-88) , the ERC required that the applicant provide a plan for provision of pedestrian amenities between Mill Avenue and Main Avenue in conjunction with the installation of that courthouse annex and the off- site parking area herein proposed. Those amenities will be incorporated into the site plan for the Courthouse Annex. 4. Plans for the proposal have been reviewed by all City departments affected by the impact of this proposal. 5. The subject proposal is consistent with the Comprehensive Plan designation of Commercial. 6. The provides sufficient parking to meet the parking needs of the City Hall Complex resulting from the need to locate a temporary courthouse annex in a portion of the existing parking lot. 7 . The site plan as presented, complies with the Parking and Loading Ordinance (Title 4,Chapter 22) . 8 . The subject site is part of the City's original townsite incorporated in 1901. The site was zoned B-1, Business Use with the adoption of the zoning map in 1953. Site Plan Review Commit Report and Decision ' February 9, 1988 Page 3 9. Land Uses surrounding the subject site include commercial/retail uses to the north, the City's main fire station and the Renton Historical Museum to the east, commercial service and office uses to the south, and commercial uses to the west. 10. The applicant's site plan complies with the requirements for submittal for site plan review as specified in Section 4- 738 . SITE PLAN APPROVAL CRITERIA 11. Section 4-738 (D) l, lists ten (10) criteria that the Hearing Examiner is asked to consider along with all other relevant information in making a decision on a Site Plan Approval application. The following discusses each of the criterion as it relates to the subject proposal: a. Conformance with the Comprehensive Plan, its elements and policies; The proposed is consistent with the Commercial designation of the property on the Comprehensive Plan Land use Map. This designation allows a variety of commercial uses which includes parking lots. The project is consistent with many of the general commercial policies. The project provides " . . .sufficient access, circulation, walkways and off- site parking. . . " (Policy V.A. 5) ; is " . . .compatible with adjacent land uses. . . " (Policy V.A.7) ; eliminates a " . . .substandard structure. . " (Policy V.E. 1) ; and the development of " . . .pedestrian-oriented amenities. . . " (Policy V.E.4) . The project is also consistent with policies which encourage the multiple or common use of parking areas together with clear identification of the parking area and its usage (Policies V.A. 11, V.E. 5 and Policy B. 5 of the Commercial Objective of the Central Area Plan) . b. Conformance with Existing Land Use Regulations: The proposed City parking lot is consistent with the City's land use regulations. The property is zoned B- 1, Business Use as designated on the City's Zoning Map. The B-1 zone requires a ten (10) foot wide landscaping strip along streets which is shown on the applicant's plans. No other setbacks are required for the parking lot. The number of parking stalls was determined by an evaluation of the parking needs for the City Hall Complex given the displacement of existing parking stalls with the construction of the temporary Courthouse Annex in a portion of the existing City Hall parking lot. The dimensions of the parking stalls, the arrangement of the parking stalls and the maneuvering areas, and the proposed landscaping satisfy the requirements of the Parking and Loading Ordinance (Title 4, Chapter 22) . c. Mitigation of Impacts to Surrounding Properties and Uses; As noted above in Finding No. 9, there are several uses surrounding the subject site. Staff have reviewed the impacts of the parking lot on adjacent uses and determined that the parking lot will have minimal Site Plan Review Commit Report and Decision February 10, 1988 Page 4 impacts on the surrounding properties. Staff have redesigned the parking lot circulation to minimize traffic impacts on Main Avenue South, a one-way street heading south. Three driveways have been provided off Main Avenue South and the adjacent alley. The north and south driveways will allow traffic to only enter the site, using the alley to either enter the central aisle of parking stalls or continue to S. 2nd Street or S. 3rd Street in order to drive around the block to Main Avenue South to re-enter the parking lot. The proposed landscaping along the west and east property lines of the parking lot will capture some of the light from vehicles maneuvering through the parking lot area. The parking stalls are arranged in a manner which directs light from vehicles at an angle into the sides of buildings or across the adjacent street and alley avoiding, for the most part, any light directly into nearby offices. Finally,a seven (7) foot sidewalk has been provided along the north property line and a seven (7) foot sidewalk and a twelve (12) foot one-way aisle along the south property line. These measures will help protect the adjacent commercial buildings from possible damage by vehicles. d. Mitigation of Impacts to the Site; The parking lot will have little impact to the site which is essentially level. The majority of the site will be covered with imperious surfaces as allowed in the B-1 zone. Storm water runoff system will be designed to minimize potential impacts to the " underlying aquifer. There are no special physical features of the property to modify the design of the parking lot. A twelve (12) inch caliper tree will be removed since it was not feasible to incorporate the tree into a landscaping area for the parking lot. The proposed landscaping areas as designed should have little or no intrusion from pedestrian traffic. e. Conservation of Area-wide Property Values; The development of the parking lot will eliminate a deteriorated commercial structure and graveled parking area. The proposal is to pave and landscape the perimeter of the parking lot and provide a ten (10) ) foot wide landscaping strip along Main Avenue South. The project will have minimal impacts on the property values in the area. Any impact on the property values is expected to be positive since the project will result in upgrading a portion of the area. f. Safety and Efficiency of Vehicle and Pedestrian Circulation; Vehicle circulation of the parking lot as modified will be safe and efficient. The redesigned circulation pattern is described above under 11 (c) . • Site Plan Review Commit Report and Decision February 9, 1988 Page 5 With respect to pedestrian circulation, pedestrians will be directed to the sidewalk on Main Avenue South to S. 2nd Street in order to reach the Municipal Complex. Sidewalks are provided along the north and south property lines to direct pedestrians from the adjacent tier of parking stalls to Main Avenue South. g. Provision of Adequate Light and Air; The parking lot project will have adequate air and light and will not impact the air and light of surrounding uses. h. Mitigation of Noise, Odors, and other harmful or Unhealthy Conditions; The proposal is not expected to create any levels of noise or odors which require special mitigation measures. During the construction phase of the project, noise is expected to temporarily increase as well as a slight increase in odors due to the operation of construction equipment during the daylight hours that contractors will be at the site. The long-term increase in odors, if any, should be slight since the parking lot is to be used during the day for City Hall employee parking who are expected to enter and leave the site a maximum of three times during the day (morning, noon and evening) . The remainder of traffic to the parking lot will be from the public after 5: 30 p.m. and for a longer duration on weekend days_and holidays. In addition, the site is located along a one-way arterial which is a major arterial carrying traffic to locations in the southern portion of the City as well as to roadways leading to on-ramps for I- 405 and SR 167. Thus, noise and odor impacts are expected to be minimal. With respect to any unhealthy condition, the subject site is located in the proposed Zone I of the Aquifer Protection Area. The parking lot is allowed under the proposed regulations for uses in Zone I. Tie Utility Engineer recommended that " . . .special attention be given to the construction techniques and drainage. " for the project. The Storm Drainage Engineer will require on-site stormwater detention and that the storm water system include oil/water separator reducers which will reduce the flow of storm water to 1. 5 feet per second. The Environmental Review Committee conditioned the Determination of Non-Significance issued for the project, requiring the construction documents and the drainage plan meet the approval of the Public Works Department and ensure the protection of the underlying aquifer area (See Finding No. 3 above) . i. Availability of Public Services and Facilities to Accommodate the Proposed Use; and The subject site is adequately served with public services such as water, sewer, and electricity. As indicated in Finding No. 3 above, the applicant will be improving the storm drainage system at the site to provide on-site detention and a system which is not expected to impact the underlying Aquifer Area. Therefore, the project is not expected to be a burden on public services or pose a threat to the City's drinking water supply. 1 i Site Plan Review Commit Report and Decision February 9, 1988 Page 6 j . Preservation of Neighborhood Deterioration and Blight. The proposed parking lot is not expected to create in neighborhood deterioration or blight. In fact, the project will eliminate an existing deteriorated use and replace it with a landscaped and lighted parking lot. The parking lot will be maintained in the same manner as the City Hall parking lot. The project will in fact visually improve this portion Main Avenue South. Conclusions: 1. The subject proposal is consistent with the policies and codes of the City of Renton. 2 . Specific issues raised by various City departments and focussed on were: a. The location of the site within Zone I of the City's Aquifer Protection Area which led to measures to ensure minimal impacts to the aquifer by the installation of an on-site storm water detention system and careful control by the Public Works Department over the construction practices used during the construction of the parking lot which could potentially lead to the deterioration of the water quality of the aquifer. b. Traffic circulation on-site as well as to and from the site. Suggestions included signing the parking lot so that users clearly understood the circulation pattern. c. The proposed landscaping plan to ensure adequate landscaping and to use the landscaping to buffer the potential light and glare impacts from vehicles entering and leaving the site as well as maneuvering on the site. d. The provision of pedestrian walkways through the landscaped where pedestrians are likely to use when moving to and from the parking lot. 3 . The proposal complies with the Comprehensive Plan Land Use Element Map which designates the site as Commercial. 4 . The proposal complies with the requirements of the B-1, Business Zoning on the property. 5. The proposed parking lot with forty-five (45) parking stalls will satisfy the need for 11 existing parking stalls to be eliminated with the construction of the temporary Courthouse Annex building as well as the need for twenty-three (23) new parking stalls required by City code to park the temporary building. 6. The proposal appears to be in the public interest. Decision: The site plan for the City of Renton parking lot project located on Main Avenue South, file SA-112-88, is approved subject to the following conditions: 1. That the applicant shall comply with the environmental conditions of the Determination of Non-Significance- Mitigated issued by the Environmental Review Committee for the project. Site Plan Review Commit s ,' Report and Decision February 9, 1988 Page 7 For the purpose of these decisions, the term "should" and "shall" are to be considered mandatory and the term "may" is considered discretionary. Notes to Applicant: An applicant complying with these provisions and willing to hold the City harmless for any expense or damages incurred for work begun prior to the exhaustion of the 14-day appeal period and/or for work which may consequently be stopped by an appeal or work required to be altered or returned to its preconstruction state, may begin construction activities with the issuance of the proper permits. ORDERED this 9th day of February, 1989 on behalf of the Site Plan Review Committee. ( Donald K. Erickson, AI P Zoning Administrator TRANSMITTED this 9th day of February, 1989 to the parties of record: Robert L. Bray City of Renton Public Works Department 200 Mill Avenue South Renton, WA 98056 TRANSMITTED this 9th day of February, 1989 to the following: Mayor Earl Clymer Councilman Richard M. Stredicke Members, Renton Planning Commission Glen Gordon, Fire Marshal Lawrence J. Warren, City Attorney Gary Norris, Traffic Engineer Don Monoghan, Acting Engineering Supervisor Larry M. Springer, Planning Manager Ronald Nelson, Building Director _ Ken Nyberg, Acting Community Development Director John Adamson, Developmental Program Coordinator Valley Daily News REQUESTS FOR RECONSIDERATION must be filed in writing on or before February 14, 1989. Any aggrieved person feeling that the decision of the Site Plan Review Committee is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior meeting, may make a written request to the Zoning Administrator for review by the Site Plan Committee within fourteen (14) days of the decision. This request shall set forth the specific errors relied upon by such appellant„and the Committee may, after review of the record, take further action as it deems proper. If an appeal is made to the Hearing Examiner, requests for reconsideration will be forwarded to that office for consideration at the same time as the appeal. 1N t 'Site Plan Review Comm tee Report and Decision February 9, 1988 Page 8 AN APPEAL TO THE HEARING EXAMINER is governed by Title IV, Section 3011 (B) (1) , which requires that such appeals be filed directly with the Hearing Examiner. Appeals must be made in writing before 5 p.m. on February 14, 1989 accompanied by a $75. 00 fee and other specific requirements. THE APPEARANCE OF FAIRNESS DOCTRINE provides that no ex parte (private one-on-one) communications may occur concerning land use decision. The Doctrine applies not only to the initial committee decision, but to all Request for Reconsideration as well as Appeals to the Hearing Examiner. All communications after the decision date must be made in writing through the Zoning Administrator. 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CITY PARKING LOT MAIN AVE. S I 1 I I .........A--•- .T.sL,IRA3 .u. •e I •mnw v .o••i e... o•xov.. •w.v_a._ f CONFERENCE REPORT NAME OF PROJECT: e l f LEI AIt /IRA li PAR K i 1)6 _.Cr- 1_ I M I j U PILE . DATE OF CONFERENCE: 6 A\U I I RI 9- I. I,e) PROJECT NUMBER: 3A 1 la /JCJ TIME: 3 J (START) (END) NAME AND TITLE OF ORGANIZATION PHONE PIMPLE ATTENDING liEftkq Li ► -O PC Ai*A.)iruc, D I 0 Z'.500 V ►(� 'C_ C�CJ�� SS F :19A DI *01 fetw IC) PPAU#4. G 4.104 06: P tike r • T'(44fivvi z,z o DA ki aLE 1E _ z 5 "Pl\t Cclar��I - .( . Diu . z ssv 6y,< _iT_ 4�� i/L/2- CA/7 Ca rS: I I /- (,- 89 I / � a}' / f'L-7 z. D = /ee4 I3r Ng ,vl��r1u qq 2.35 - L43/ -(� „ �JQb�7 � %3s�zs -G ^y g:::iii Pe,--- k°v /------ P. 1./ 2 /-YT z - \e L cL rb'\3104054 D►J . 2. 5_ 2550 .7/2h/g- j:�� 67 00a-s �4,, S - g79s C , 13Ai< PLC . 235- 2600 66117 I i l i i I i /- 6,-- g ypa r,L'/ kt-ci ! o • Nee e Pz-P mac._ «< �jo4 / 'a-V ,I'!ee-r-i2. 2.35 — L43/ 222 p,44./ c ,ti,Q ACT- r ,tic 6vG,4i . z3s- ZG2 z..s 7 ..., Pe i L Z3S - 3/ amolmj,, 25ot IA ; `+� �- ` ._� (21L. a 3 - 2-5-6 r, �7 � � �s- g79s 23S- 260 6C2 /levy'.-cs /r 04-c-677v- '2-3 • t Proposed Parking Lot - Main Ave. S. Revised Engineer's Estimate . January 5, 1988 Original Revised * Surface Improvements $46,230. 00 $ 64, 000. 00 Street Lighting 7,765. 00 9, 000. 00 Pavement Marking 1,116. 00 1, 116. 00 Landscaping 7,500. 00 7, 500. 00 Irrigation System 5, 000. 00 5, 000. 00 Water Meter 1, 600. 00 1, 600. 00 Sidewalks (additional) -0- 1, 500. 00 Ped. Signal -0- 15, 000. 00 Thermo Plastic X-Walk -0- 200. 00 TOTAL $69,211.00 $104,916.00 * Additional Improvements: 1) 95 L.F. - 12" Storm Drain 2) Baffle Oil/Water Separator 3) Detention 4) Improvements to alley to Houser Way MAINS.RLB:mf 1/6/89 N OT C E ENVIRONMENTAL DEcLARATIoN APPLICATION NO. SA-112-88 APPLICANT MUNICIPAL PARKING LOT PROPOSED ACTION APPLICANT SEEKS TO DEVELOP A 47 SPACE PARKING TO SERVE THE CITY OF RENTON MUNICIPAL COMPLEX. GENERAL LOCATION AND/OR ADDRESS LOCATED ON MAIN AVENUE SOUTH BETWEEN SOUTH 2nd STREET AND SOUTH 3rd STREET POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (E.R.C.) HAS DETERMINED THAT THE PROPOSED ACTION DOES . . DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL KWILL NOT BE REQUIRED. THE CITY OF RENTON WILL NOT ACT ON THIS PROPOSAL FOR 15 DAYS FROM THE DATE BELOW. COMMENTS MUST BE RECEIVED BY JANUARY 10, 1989 ' AN APPEAL OF THE ABOVE DETERMINATION MAY BE FILED WITH THE RENTON HEARING EXAMINER BY 5.00 P.M., JANUARY 10. 1989 FOR FURTHER INFORMATION, CONTACT THE CITY OF RENTON PLANNING DIVISION AT 2 3 5-2 5 5 0. DO NOT REMOVE. THIS NOTICE WITHOUT PROPER AUTHORIZATION. 1 _ ,,_ , . , :i,, _ .„1 :: . : ,::.,] .:..:,H : I , , ;„::: .:.. . : ,,..,,:::,i :, ,? . , � ENVIRONMENTAL DECLARATION i., , . : '•l APPLICATION NO. SA-112-88 APPLICANT MUNICIPAL PARKING LOT ' PROPOSED ACTION APPLICANT SEEKS TO DEVELOP A 47 SPACE PARKING • TO SERVE THE CITY OF RENTON MUNICIPAL COMPLEX. , '. ;`1; GENERAL LOCATION AND/OR ADDRESS ' LOCATED ON MAIN AVENUE SOUTH BETWEEN SOUTH 2nd STREET AND SOUTH " 3rd STREET '>i' POSTED TO NOTIFY INTERESTED PERSONS ,,`, OF AN ENVIRONMENTAL ACTION. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (E.R.C.) HAS DETERMINED THAT THE PROPOSED ACTION DOES XDOES NOT ;`i HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT • WILL WILL NOT 4' BE REQUIRED. :' THE CITY OF RENTON WILL NOT ACT ON THIS s PROPOSAL FOR 15 DAYS FROM THE DATE BELOW. ''' ? COMMENTS MUST BE RECEIVED BY JANUARY 10, 1989 ' AN APPEAL OF THE ABOVE DETERMINATION MAY ;,; BE FILED WITH THE RENTON HEARING EXAMINER BY 5:00 P.M., JANUARY 10. 1989 i:i ,` FOR FURTHER INFORMATION, CONTACT THE CITY OF RENTON PLANNING DIVISION AT 235-2550. +=i DO NOT REMOVE THIS NOTICE ' __ WITHOUT PROPER AUTHORIZATION. CERTIFICATION `, 1 I , OERCt - , LI►OP , HEREBY CERTIFY THAT E5 (3 ) COPIES OF THE ABOVE DOCUMENT WERE POSTED BY ME IN -Fitz-6 ( 3 ) CONSPICUOUS PLACES ON OR NEARBY THE DESCRIBED PROPERTY ON (, 50 ilq 9)% 1 • ATTEST: Subscribed end•suorn to before me, a Notary Public, in and for-'he State of Washingto residing in '/`r/_ on the �U SIGNED : F . L>vAa day of f. :L/91 r CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ENVIRONMENTAL CHECKLIST NO. : APPLICATION NO(S) : SA-112-88 PROPONENT: } City of Renton Community Development Department DESCRIPTION OF PROPOSAL: Applicant seeks to develop a 47 space parking lot to serve the City of Renton Municipal Complex. LOCATION OF PROPOSAL: South 2nd Street, between Mill Avenue South and Main Avenue. LEAD AGENCY: City of Renton Community Development Department Planning Division The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43 .21C.030 (2) (c) . Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-2822 (D) Renton Municipal Code (see attached sheet) . These conditions are necessary to mitigate environmental impacts identified during the environmental review process. This DNS is issued under WAC 197-11-340 (2) . Because mitigation measures have been imposed, the lead agency will not act on this proposal for fifteen (15) days from December 26, 1988. Any interested party may submit written comments, or may appeal the above determination within fifteen (15) days of the publication date. Written comments or appeals must be submitted by 5: 00 p.m. , January 10, 1989, in order to be considered. Appeals shall be filed with the Renton Hearing Examiner, Municipal Building, 200 Mill Avenue South, Renton, WA 98055, within the fifteen (15) day comment/appeal period. All appeals must be accompanied by a non-refundable $75.00 filing fee. Responsible Official: Environmental Review Committee c/o Don Erickson, Zoning Administrator Planning Division Community Development Department 200 Mill Avenue South Renton, WA 98055 PUBLICATION DATE: December 26, 1988 DATE OF DECISION: December 21, 1988 cSIGNATURES: r Ronald G. Nepon Larry Springer Building Official- 7 Planning Manager lien N ber Acting De uty Public Wor s Director DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES PROJECT: City of Renton Municipal Parking Lot ENVIRONMENTAL CHECKLIST: APPLICATION NUMBER: SA-112-88 DESCRIPTION OF PROPOSAL: Applicant seeks to develop a 47 space parking lot to serve the City of Renton Municipal Complex. LOCATION OF PROPOSAL: South 2nd Street, between Mill Avenue South and Main Avenue RECOMMENDATIONS: Issue a Determination of Non- Significance-Mitigated with the following conditions: 1. That the applicant be required to develop a construction plan subject to approval by the Public Works Department and the Building Department, in order to ensure protection of the underlying aquifer. 2 . That the applicant be required to develop a drainage management plan based upon a baffled oil-water separation system, subject to approval by the Public Works Department, in order to ensure protection of the underlying aquifer. 3 . That the applicant be required to develop a traffic circulation pattern and landscaping plan to protect consumers and neighbors against light and glare impacts. Note 1: Staff believe it would be desirable for the Police Department and the Traffic Engineering Division to work together to develop and implement a signage system and an enforcement program to limit parking in municipal lots to those persons with business in the Municipal Complex. Note 2 : In consideration of the City's corollary application for the Courthouse adjacent to the Renton Municipal Complex (SA 099-88) , the ERC required that the applicant provide a plan for provision of pedestrian amenities between Mill Avenue and Main % Avenue in conjunction with the installation of that courthouse annex and the off-site parking area herein proposed. Those amenities will be incorporated into the site plan for the Courthouse Annex. mmdoc ti ,r, CITY OF RENTON DEPARTMENT OF COMMUNITY DEVELOPMENT Earl Clymer, Mayor PLANNING DIVISION • December 28, 1988 Washington State Department of Ecology Environmental Review Section Mail Stop PV-11 Olympia, WA 98504 Re: Environmental Determinations • Transmitted herewith are copies of Environmental Determinations issued on December 21, 1988: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED CITY OF RENTON MUNICIPAL PARKING LOT Y-SA-112-88 Applicant seeks to develop a 47 space parking lot to serve the City of Renton Municipal Complex. The project is located at South 2nd Street, between Mill Avenue South and Main Avenue. The fifteen (15) day comment period for these projects will end on January 10, 1989. Following the end of the comment period, the City will finalize it's Determination unless comments received require a reevaluation. Following the finalization of the Determination, there is a required 14 day appeal period. DETERMINATION OF SIGNIFICANCE BOEING BLAST FENCE/RENTON FIELD APRON "C" ECF-119-88 (Supplemental Description to 12/23/88 Letter) Applicant seeks a conditional use permit to allow the construction of a twelve foot high, 530 foot long blast fence to help curtain noise from airplane engine testing on a portion of. the site abutting Rainier Avenue South. The project is located in the northwest quadrant, Renton Municipal Airport, Apron "C". Further information regarding this action is available in the Community Development Department, Municipal Building, Renton, Washington, 235-2550. Agencies, affected tribes and members of the public are invited to comment on the scope of the EIS. Comments must be submitted to the City of Renton by 5:00 p.m. on January 16, 1989. 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2550 Environmental Determin ns December 22, 1988 Page 2 The 14 appeal period will run concurrent with the scoping period. Appeals must be submitted to the City's Hearing Examiner no later than 5:00 p.m. on January 9, 1989. Any appeal must state clearly in writing why the Determination should be revised and must be accompanied by a non-refundable $75.00 filing fee. • If you have questions, please call Jeanette Samek-McKague or me at 235-2550. l Sincerely, Jr• a„--- Donald K. Erickson, AICP Zoning Administrator cc: Mr. Gerald W. Marbett, King County Bldg. & Land Division Mr. Gregory M. Bush, Metro Department of Wildlife Mr. Joe Robels, Department of Fisheries DKE:mjp - %• Ivgior CITY OF RENTON DEPARTMENT OF COMMUNITY DEVELOPMENT Earl Clymer, Mayor PLANNING DIVISION December 28, 1988 Robert L. Bray City of Renton Public Works Department Design Engineering 200 Mill Avenue South Renton, WA 98055 Re: Renton Municipal Parking Lot ECF-112-88 Dear :-.ray: This letter is to inform you that the Environmental Review Committee on December 21, 1988 completed their review of the environmental impacts of the above referenced project. The Committee decided that your project may be issued a Determination of Non-Significance-Mitigated with the following conditions: 1. That the applicant be required to develop a construction plan subject to approval by the Public Works Department and the Building Department, in order to ensure protection of the underlying aquifer. 2. That the applicant be required to develop a drainage management plan based upon a baffled oil-water separation system, subject to approval by the Public Works Department, in order to ensure protection of the underlying aquifer. 3. That the applicant be required to develop a traffic circulation pattern and landscaping plan to reduce potential glare and improve separation between people and moving vehicles. Note 1: Staff believe it would be desirable for the Police Department and the Traffic Engineering Division to work together to develop and implement a signage system and an enforcement program to limit parking in municipal lots to those persons with business in the Municipal Complex. 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2550 Robert L. Bray Municipal Parking Lot December 28, 1988 • Note 2: In consideration of the City's corollary application for the Courthouse adjacent to the Renton Municipal Complex (SA 099-88), the ERC required that the applicant provide a plan for provision of pedestrian amenities between Mill Avenue and Main Avenue in conjunction with the installation of that courthouse annex and the off-site parking area herein proposed. Those amenities will be incorporated into the site plan for the Courthouse Annex. Because the Environmental Review Committee imposed specific mitigation measures rather than issue a Determination of Significance, there is a required fifteen (15) day comment period during: which comments are solicited from various agencies, jurisdictions or individuals who may have an interest in the Committee's decision. The comment period will end January 10, 1989. The required 14 day appeal period will run concurrently with the comment period. Following the end of the comment/appeal period, the City will finalize it's Determination, unless comments received require a reevaluation. In addition, by the end of the comment/appeal period, we should be able to establish a tentative public hearing date before the Hearing Examiner. If you have any questions or desire clarification of the above, please call our office at 235-2550 and ask for Jeanette Samek-McKague or me. For the Environmental Review Committee, ' ' cerely, • Donald K. Erickson, AICP Zoning Administrator DKE:mjp cc: Mayor Earl Clymer Acting Deputy Public Works Director Ken Nyberg Parks Director John Webley • OF R4, 8' 01 (32, NOTICE ha „y Z 0 a .. 09grED SEPZ OF PENDING SITE PLAN APPLICATI Of . s DESCRIPTION : ECF; SA-112-88 THE APPLICANT SEEKS SITE PLAN APPROVAL. FOR A PARKING LOT (20,125 SQ.FT. ; 45 PARKING SPACES) TO SERVE THE RENTON MUNICIPAL COMPLEX. THIS PROJECT WILL INCLUDE 8 SPACES TO REPLACE THOSE AT THE COMPLEX WHICH ARE GOING TO BE ELIMINATED WHEN THE NEW TEMPORARY COURTHOUSE IS INSTALLED IN THE COMPLEX PARKING LOT AND 37 NEW SPACES. . J GENERAL LOCATION AND/OR ADDRESS: • SOUTH OF SOUTH SECOND STREET, BETWEEN MAIN AVENUE AND MILL AVENUE I•. PUBLIC APPROVALS REQUIRED : SITE PLAN APPROVAL AND BUILDING PERMIT • PUBLIC COMMENTS WILL BE RECEIVED BY THE BUILDING & ZONING DEPARTMENT ANYTIME IME PRIOR TO PUBLIC HEARINGS AND DURING PUBLIC HEARINGS. FOR FURTHER INFORMATION CALL THE CITY OF RENTON BUILDING & ZONING DEPARTMENT 235-2550 THIS NOTICE NOT TO BE REMOVED WITHOUT PROPER AUTHORIZATION CERTIFICATION -- I , i)Eritzl F. Ls�o . , HEREBY CERTIFY THAT 14P L ( 3 ) COPIES OF THE ABOVE DOCUMENT WERE POSTED BY ME IN j tZE ( 3) CONSPICUOUS PLACES ON OR NEARBY THE DESCRIBED PROPERTY ON ,:f e Z20gbb ATTEST: Subscribed and sworn to before me, a Notary Public, in and for the State of Washington • residing in Pe - , on theZZP�3 SIGNED : rlItevN day of�C�� I F ��1��3.�/� OF I 11/ O 0 z Nic3TicE 0 .... 09a 09gT&O SEP� P 1 .. • OF PENDING • SITE FLAN APPLICATION DESCRIPTION : ECF; sA_112-s8 THE APPLICANT SEEKS SITE PLAN APPROVAL FOR A PARKING LOT (20, 125 SQ.FT. ; 45 PARKING SPACES) TO SERVE THE RENTON MUNICIPAL COMPLEX. THIS PROJECT WILL INCLUDE 8 SPACES TO REPLACE THOSE AT THE COMPLEX WHICH ARE GOING TO BE ELIMINATED WHEN THE NEW TEMPORARY COURTHOUSE IS INSTALLED IN THE COMPLEX PARKING LOT AND 37 . NEW SPACES. GENERAL LOCATION AND/OR ADDRESS: . SOUTH OF SOUTH SECOND STREET, BETWEEN MAIN AVENUE AND MILL AVENUE PUBLIC APPROVALS REQUIRED : SITE PLAN APPROVAL AND BUILDING PERMIT PUBLIC COMMENTS WILL BE RECEIVED BY THE BUILDING & ZONING DEPARTMENT ,ANYTIME PRIOR TO PUBLIC HEARINGS AND DURING PUBLIC HEARINGS. FOR FURTHER INFORMATION CALL THE CITY OF RENTON BUILDING & ZONING DEPARTMENT 235-2550 . THIS NOTICE NOT TO BE REMOVED WITHOUT PROPER AUTHORIZATION NUTIUE UI-ENVIHUNMtN I/ AFFIDAVIT OF PUBLICATION DETERMINATION ENVIRONMENTAL REVIEW COMt\ •I TEE RENTON,WASHINGTON The Environmental Review Committee Audrey tie ane r ,being first duly sworn on oath states (ERC) has issued a Determination of Non- he/she is the Chief Clerk of the Significance Mitigated for the following pro- that ject: CITY OF RENTON MUNICIPAL PARK- ING LOT(SA-112-88) VALLEY DAILY NEWS Applicant seeks to develop a 47 space parking lot to serve the City of Renton • Kent Edition • Renton Edition • Auburn Edition Municipal Complex. The project is located at South 2nd Street, between Mill Avenue Daily newspapers published six (6) times a week.That said newspapers South and Main Avenue. Ang newspapers comments,inte oro may appeal ed party athe above deter- months submit written are legal news a ers and are now and have been for more than six prior to the date of publication referred to,printed and published mination within fifteen(15)days of the pub- licationin the English language continuallyas dailynewspapers in Kingwll accepteddcte. Written l January 1 appeals gKent, will be until January 10, 1989. County,Washington.The Valley Daily News has been approved as a legal Appeals should be specific and shall set newspaper by order of the Superior Court of the State of Washington for forth the reasons why the particular envi- ronmental determination should be King County. reversed. Appeals shall be filed with the Renton Hearing Examiner, Municipal Build- ing, 200 Mill Avenue South, Renton, WA The notice in the exact form attached,was published in the Kent Edition 98055, within the fifteen (15) day corn- , Renton Edition X , Auburn Edition , (and not in ment/appeal period. All appeals must be accompanied by a non-refundable $75.00 supplement form) which was regularly distributed to its subscribers filing fee. during the below stated period.The annexed notice a Published December 26, 1988 Valley Daily News R5170 Acct.#51067 Public Notice was published on December 26 , 1988 R5170 . The full amount of the fee charged for said foregoing publication is the sum of $ 22 •d 0 . Subscribed and sworn to before me this 3 rd day of Januaryl9 89 • -et ,,V No Public for the State of Washington, residing at Federal Way, King County, Washington. VDN#87 Revised 11/86 NOTICE OF ENVIRONMENTAL DETERMINATION Environmental Review Committee Renton, Washington The Environmental Review Committee (ERC) has issued a Determination of Non-Significance Mitigated for the following project: CITY OF RENTON MUNICIPAL PARKING LOT SA-112-88 Applicant seeks to develop a 47 space parking lot to serve the City of Renton Municipal Complex. The project is located at South 2nd Street, between Mill Avenue South and Main Avenue, Any interested party may submit written comments, or may appeal the above determination within fifteen (15) days of the publication date. Written comments or appeals will be accepted until January 10, 1989. Appeals should be specific and shall set forth the reasons why the particular environmental determination should be reversed. Appeals shall be filed with the Renton Hearing Examiner, Municipal Building, 200 Mill Avenue South, Renton, WA 98055, within the fifteen (15) day comment/appeal period. All appeals must be accompanied by a non- refundable $75. 00 filing fee. Published: December 26, 1988 j 1 1 4 N OT E ENVIRONMENTAL DEcLARATIoN APPLICATION NO. SA-112-88 APPLICANT MUNICIPAL PARKING LOT PROPOSED ACTION APPLICANT SEEKS TO DEVELOP A 47 SPACE PARKING TO SERVE THE CITY OF RENTON MUNICIPAL COMPLEX. GENERAL LOCATION AND/OR ADDRESS SOUTH 2ND STREET, BETWEEN MILL AVENUE SOUTH AND MAIN AVENUE POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (E.R.C.) HAS DETERMINED THAT THE PROPOSED ACTION DOES )41 DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL )(WILL NOT BE REQUIRED. + THE CITY OF RENTON WILL NOT ACT ON THIS PROPOSAL FOR 15 DAYS FROM THE DATE BELOW. COMMENTS MUST BE RECEIVED BY JANUARY 10, 1989 ' AN APPEAL OF THE ABOVE DETERMINATION MAY BE FILED WITH THE RENTON HEARING EXAMINER BY 5:00 P.M., JANUARY 10. 1989 FOR FURTHER INFORMATION, CONTACT THE CITY OF RENTON PLANNING DIVISION AT 235-2550. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION. :y © CITY OF RENTON POLICY DEVELOPMENT DEPARTMENT 200 Mill Avenue South -Renton, Washington 98055 R R Q55i w3/UU hhU G E:IhC]y4N5 TAVE�`i�! SENOEI` hETU:L 11O1: 18 ;�S nVEI) LEE Patricia and izarles B. Bro 226/228 Main Ave. . Renton, WA 98055 • . ... .•: " •- : ',.'li"...:47.. CT.,51,',", =••...,..' ;'. 1,'V•i•'. ,, .. U . . . ... : ::. • , , ‘•1 ., k: ',. ,: •:, . iii .. ,,• , ,• . SS ,•:.•?.' 4 ti'' ... ' "",...E ' • • • ' ' '•''' .,' e•:•.4 3; ''' ' • .' ••••,•'' '••- \,. ... 1e.:••-•,•-- - 4- .. s•. .Z.,..',..,., ili' 1 • :.., . ii: •. 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', J HALL �j� c � TI •sl s e s.lshl I Gr ao s -Fl � :�jT^ .o ifi :7-21 Z.6 11- in JI•QJ]. 0 l -1r 'h Qt.':'L�.��~ i TI I � +. , 1'� a \4 , 29 t ..1 I �1� Rif. , 'i L•' •y �,'' •i �{j `SZ ,o IIT'if "41 ' k 7:1 to -A..� C-j��+ -h-� :. j •[if.LfyII■lW :l I' , i. mu '• ,. .�I =_ '' , I z I " 5, t:.• -- • ! —^—'— Ire,-- . ?J +. F I 1�.._ s\. r ,,. -; 5 .,Q �. _7 .a0 tom;'._, _i 1 _ I CITY OF RENTON '4 ? . • . N . SITE PLAN APPROVAL • • FILE: SA-112-88 . • • • APPL I CANT . CITY OF RENTON TOTAL AREA 0.46 ACRE I PRINCIPAL ACCESS 200 _BLOCK OE MAIN AVENUE SOUTH (EAST SIDE OF STREET) • EXISTING ZONING B-1, BUSINESS USE ' ` • EXISTING USE ABANDONED RETAIL BUSINESS AND GRAVEL PARKING LOT. . • • PROPOSED USE NEW 47 STALL PARKING LOT. . COMPREHENSIVE LAND USE PLAN COMMERCIAL LOCATED OCATED ON THE EAST SIDE OF MAIN AVENUE SOUTH AT THE 200 BLOCK. • $i ® CITY OF RENTON DEPARTMENT OF COMMUNITY DEVELOPMENT Earl Clymer, Mayor PLANNING DIVISION • NOTICE OF PENDING SITE PLAN APPROVAL RENTON, WASHINGTON A Site Plan Application has been filed and accepted with the Planning Division of the Community Development Department. The following briefly describes the application and the necessary Public Approvals. - . DESCRIPTION: SA-112-8 8 • THE APPLICANT SEEKS SITE PLAN APPROVAL FOR A PARKING LOT 920,125 SO. FT. ; 45 PARKING SPACES) TO SERVE THE RENTON MUNICIPAL COMPLEX. THIS PROJECT WILL INCLUDE 8 SPACES TO REPLACE THOSE AT THE COMPLEX WHICH ARE GOING TO BE ELIMINATED WHEN THE NEW TEMPORARY COURTHOUSE IS INSTALLED IN THE COMPLEX PARKING LOT AND 37 NEW SPACES. GENERAL LOCATION: SOUTH. OF SOUTH SECOND STREET, BETWEEN MAIN AVENUE AND MILL AVENUE PUBLIC APPROVALS: SITE PLAN APPROVAL AND BUILDING PERMIT • The application can be reviewed at the Planning Division located on the third floor of Renton City Hall. Comments will be accepted anytime prior to Public Hearings, during Public Hearings, or prior to an administrative site plan approval. For further information on the application or dates of final action by the City, please contact the Planning Division at 235-2550. 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2550 %i igh CITY 612' RENTON ..11• DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION Earl Clymer, Mayor NOTICE OF PENDING SITE PLAN APPROVAL RENTON, WASHINGTON A Site Plan Application has been filed and accepted with the Planning Division of the Community Development Department. The following briefly describes the application and the necessary Public Approvals. DESCRIPTION: SA-112-88 • THE APPLICANT SEEKS SITE PLAN APPROVAL FOR A PARKING LOT 920,125 SO. FT. ; 45 PARKING SPACES) TO SERVE THE RENTON MUNICIPAL COMPLEX. THIS PROJECT WILL INCLUDE 8 SPACES TO REPLACE THOSE AT THE COMPLEX. WHICH ARE GOING TO BE ELIMINATED WHEN THE NEW TEMPORARY COURTHOUSE IS INSTALLED IN THE COMPLEX PARKING LOT AND 37 NEW SPACES. GENERAL LOCATION: SOUTH. OF SOUTH SECOND STREET, BETWEEN MAIN AVENUE AND MILL AVENUE PUBLIC APPROVALS: SITE PLAN APPROVAL AND BUILDING PERMIT The application can be reviewed at the Planning Division located on the third floor of Renton City Hall. Comments will be accepted anytime prior to Public Hearings, during Public Hearings, or prior to an administrative site plan approval. For further information on the application or dates of final action by the City, please contact the Planning Division at 235-2550. 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2550 ,.,N69 4DIG ATE �. ; :! 1 _. - �-f- (¢� :rir... �G A9F MfN,7 N I M(44��_ . RAlt.ROAD Raw i ;�{'• ; ' N.} 1;JG— f �W�it:F:1H, , , 1-111 . I\ ,, s, .._. _.. , y.I _ y V'�� \ t �" I1., •� •-. ;lu _1W q .-fQ W to It I• U 1{Irk'{.13 " •) IIIIIu_ . ) S, I�.u11' '.4 `I •• 1_ 'I /• 111ipM��11. w \I� � I\ a I,I,1,,. ;,, 1 f��G�3•.r, •tea: . Q; :.,, 7•�•• • • nJ 4�~C�I t"E I pj '".r.. .�I r �t Ti o' I... +• • / / !r 1 'I .14 4YJ 3 Ft.._ e 1 . ,DE--"Lr . -I .y I R le. - / _1 0 /� 7 Li•n,e11,;. •. V---a ro ,Q r I____,... _..1'3,L--1—A t Q .11 — . • • 1 1 \\ • I I�'si 1 r- r� r l . . r ,--)I I�JS•T. r e�jI T , .. •\ • N `3 ',- t- / • 7. D I ,TOBINS \ � f \ ;� o 1 _ice - �_ .0•o `' LLB£RTY ,7 ; . i I., 4_ , r.- . i ,_ ,. �_ �,—, '. . '- r°L.JJ' ��;'�,. . ' PARK ' 1 . ; y.,, c. - ,�__!, 3 , ' SENIOR IJUN17R .`,k. I �! - • ' 15 000L SLHO.7L —'cj'! 1 ' f ',7 }�' +� 41 '\,/� J/ �/ J�4� 1`u `g� ÷ ;tat CI T !_ Fs 1 ! ._' 11 1 e_:' I z �i .Ill •11.. j �� / �� = .T1 TI yl 31 :) !• ,1.1)!I 1 GrIT• rT Il.T— B . 211-1_.2. Sig • 77.p__Lz..... --.'"4--- . - L>it 1' a �— LL _� r ;� "El �AllIy > 'I t ?cI%.J a '' •teQ , • 7 a II " IiCi j :ill: ! , . � :_ �; 5, - 1 -•-i -. 1 n LIW s 1 1 I . : A ,1 -- :•' - ` �7 , e , 1 rn:—� .---"'— ri3t, .1 F ' 7J 1_ • • =_I',a 4*►IdF . 1' 1•..- s� u. 1• CITY OF RENTON ' fli :? • • Ill4 SITE PLAN APPROVAL FILE: SA-112-88 • APPL I CANT CITY OF RENTON TOTAL AREA 0.46 ACRE • PRINCIPAL ACCESS 200 BLOCK OF MAIN AVENUE SOUTH .(EAST SIDE OF STREET) ' EXISTING ZONING B-1, BUSINESS USE ' EXISTING USE ABANDONED RETAIL BUSINESS AND GRAVEL PARKING LOT. PROPOSED USE NEW 47 STALL PARKING LOT. • • COMPREHENSIVE LAND USE PLAN COMMERCIAL . 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''i'' i \ 71 e! i}_ 12 ., I•4IT. lira -r I I *WU .1 . .0 .. •ET5-_ii,,i.._. 3,. • • : isii1 .0 a — 1 7 I i 7 I, ' 1 ! ism; ''). /..i,.:„.. ..., - ; — I ;6 DIN �BT J I 1TOBINS \ 4 �^ oJ I� ice:, Ln , II III 1 I I ' ---1 F.- - { . i__ ''#-.. _ • • • LIBERTY . //, ' , IT Ix= �- 1II , ._."- I \\ EiH _ .r. - PAP i; �:: 3- \‘,,.' ' � `1 P j� �•�,- i SENIOR JUNIOR Jb'= ��. ,. "_'Tl , . as1_ . ® ` 1/, /,� • \ I RIGIJ H,G.1 1 �� iO 1� / • � \ . I l�O 6 --�� 17 r'7 im.ti J''L •, ISM "-. CL ' ' ctlY �, � 1 LEF.5773] t JIB, e I 74.,0� lily° • ....„., ST' HALL j — i 1' F T'g1�� ,may• -�11 �_—j r—.,� I`��L�x- : ! • � � �� ` � i1 V I 'l�lQ ',1 , �,1 ` li ,� Lam,jR��r . . \ T 3 a D S� Ili i I I I I I I t • 1 I if) F=d12I.L J I t 14' j t \. '�'--—1� iY _ I�-- IFF ..f. .�� W ° �� immlin L ♦\ 12_ J" • 33 . -lip:.=,,, Ft-u.,yya—_1R1il' - - > . l _ g� ! r „ -- _ I _Jb .� I L7_. :i1Q�J :. µIh' 7J I v v to _ , 1 29 �l I t , t. NW i_ •, I.I• j t ., g t,. huh`.,a f -_ ._ t :11z k a II Q,3. . \ _a. . �p1111.7��-6� d' S 'J: :..j 41M. 1, -fir' 1 to ,- -or."-, ' 1. • '� - ..._ , _ ': 1 fir, ' _ �1 -- 'C r I m 9s r:1 9 c. - 9 ` r I, • 1 • CITY OF RENTON 4‘17 • . , SITE PLAN APPROVAL N FILE: SA-112-88 • • APPLICANT CITY OF RENTON TOTAL AREA 0.46 ACRE PRINCIPAL ACCESS 200 BLOCK OF MAIN AVENUE SOUTH (EAST SIDE OF STREET) • EXISTING, ZONING B-1, BUSINESS USE EXISTING USE ABANDONED RETAIL BUSINESS AND GRAVEL PARKING LOT. PROPOSED USE NEW 47 STALL PARKING LOT. .. COMPREHENSIVE LAND USE PLAN COMMERCIAL COMMENTS LOCATED ON THE EAST SIDE OF MAIN AVENUE SOUTH AT THE 200 BLOCK. • • • RENTON COMMUNITY DEVELOPMENT DEPARTMEN cii .q.in ENVIRONMENTAL CHECKLIST REVIEW S, E144 �� °ova`' �. PCCI` cl (� 1 REVIEWING DEPARTMENT: 0 /�S -8,g DATE CIRCULATED: 12/12/88 COMMENTS DUE: 12-21-88 wl' /I EFC - 112-88 APPLICATION NO(S) : SA 4 IZ- 6 PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex , which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue SITE AREA 20, 125 sq. ft. BUILDING AREA (gross) : IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1. Earth ° ° ° ° ' 2 . Air ° ° ° • ° ° ° 3 . Water ° ° ° ° ° 4. Plants ° ° ° ° ° 5. Animals ° ° ° o ° ° 6. Energy & Natural Resources ° o ° ° 7. Environmental Health ° o ° ° 8 . Land & Shoreline Use ° ° o 0 ° 9 . Housing ° ° ° ° ° 10. Aesthetics. ° ° ° 11. Light & Glare ° ° o ° ° 12 . Recreation ° ° °. 13 . Historic & Cultural Preservation ° 0 o ° 0 14 . Transportation ° ° o ° ° 15. Public Services 0 ° o 0 ° 16. Utilities ° ° COMMENTS: We have reviewed this application with particular attention to those areas which we have expertise and have identified areas of probable impact or are where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date Rev. 6/88 RENTON COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 112-88 APPLICATION NO(S) . : PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue TO: PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE: ' 12-28-88 ENGINEERING DIVISION TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE: UTILITIES ENG. DIVISION FIRE PREVENTION BUREAU l POLICE DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION PLANNING DIVISION SHORT RANGE LONG RANGE PARKS AND RECREATION DEPARTMENT OTHERS: COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING. PLEASE PROVIDE COMMENTS TO THE PLANNING DIVISION OF THE COMMUNITY DEVELOPMENT DEPARTMENT BY 5: 00 P.M. ON December 21, 1988. REVIEW NG DEPARTMENT/DIVISION: P1 APPROVED APPROVED WITH CONDITIONS NOT APPROVED p c DATE SrGRRE DIRECTOR OR AUTHORIZED REPRESENTATIVE A. ,/ 1/0 RENTON COMMUNITY DEVELOPMENT DEPARTMENT ® �/�4%:4 ENVIRONMENTAL CHECKLIST REVIEW SHEET s 4"ts, '110°/ REVIEWING DEPARTMENT: 'E,ld ti± 1 e�j 6 d p� DATE CIRCULATED: 12/12/88 COMMENTS DUE: 12-21-88 e) EFC - 112-88 APPLICATION NO(S) : DA - I IZ-e6 PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue SITE AREA 20, 125 sq. ft. BUILDING AREA (gross) : IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1. Earth ° ° ° 2 . Air ° ° ° ° 3 . Water ° ° o ° ° 4 . Plants ° ° o ° ° 5. Animals ° ° ° 6. Energy & Natural Resources ° . ° . 7 . Environmental Health ° ° 8 . Land & Shoreline Use ° • ° / ° 9 . Housing ° ° . ° ° 10. Aesthetics ° ° ° 11. Light & Glare ° ° ° . . 12 . Recreation ° o ° ° 13 . Historic & Cultural Preservation ° ° ° . ° ° 14 . Transportation ° . . ° 15. Public Services ° ° 16. Utilities ° COMMENTS: We have reviewed this application with particular attention to those areas which we have expertise and have identified areas of probable impact or are where addit'io al informatio is needed to properly assess this proposal. r I �� =L 4-7,,----_---- h /?-/J Jae' Signature Of Director or Authorized Representative Date Rev. 6/88 RENTON COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT APPLICATION REVIEW SHEET iECF - 112-88 APPLICATION NO(S) . : i ; PROPONENT: City of Renton, Public Works Department ' PROJECT TITLE: Renton Municipal Parking Lot , BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary ! courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue TO: PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE: ' 12-28-88 ENGINEERING DIVISION TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE: UTILITIES ENG. DIVISION FIRE PREVENTION BUREAU POLICE DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION PLANNING DIVISION SHORT RANGE LONG RANGE PARKS AND RECREATION DEPARTMENT OTHERS: COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING. PLEASE PROVIDE COMMENTS TO THE PLANNING DIVISION OF THE COMMUNITY DEVELOPMENT DEPARTMENT BY 5: 00 P.M. ON December 21, 1988. REVIEWING DEPARTMENT/DIVISION: 2G 24.==. K7PROVED APPROVED WITH CONDITIONS NOT APPROVED 1 _ �� ;�,� I�(9.2 / DATE /2 /:-S1 SIGNATU F-OF DIRECTOR OR AUTHORIZED REPRESENTATIVE RENTON COMMUNITY DEVELOPMENT DEPARTMENT AA /T�G �, j ENVIRONMENTAL CHECKLIST REVIEW SHEET, e t� ��T� ,1/ REVIEWING DEPARTMENT: Pa R (7�,m( , ckg p/1�„� �� `49600 v DATE CIRCULATED: 12/12/88 COMMENTS DUE: 12-21-88 EFC - 112-88 APPLICATION NO(S) : SA - II2-no PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South second Street, between Main Avenue and Mill Avenue SITE AREA 20, 125 sq.ft. BUILDING AREA (gross) : ' IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1. Earth ° ° 2 . Air ° • ° ° ° 3 . Water ° ° 4 . Plants ° ° 5. Animals ° ° 6. Energy & Natural Resources ° . ° ° 7 . Environmental Health ° ° 8 . Land & Shoreline Use ° o ° ° 9 . Housing ° ° ° 10. Aesthetics ° ° 11. Light & Glare ° ° ' 12 . Recreation ° 13 . Historic & Cultural Preservation ° ° 14. Transportation ° ° 15. Public Services ° ° 16. Utilities ° COMMENTS: /I,/v ,~me..-eze7L7--� / ,o�- We have reviewed this application with particular attention to those areas which we have expertise and have identified areas of probable impact or are where a 'ti a ation is needed to properly assess this proposal. c....t.--.--..„ a(r4:7(f- Sign r of Director or Authorized Representative Date Rev. 6/88 1 RENTuri COMMUNITY DEVELOPMENT DErA TMENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 112-88 APPLICATION NO(S) . : PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue TO: PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE: 12-28-88 ENGINEERING DIVISION TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE: UTILITIES ENG. DIVISION .-FIRE PREVENTION BUREAU POLICE DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION PLANNING DIVISION SHORT RANGE LONG RANGE PARKS AND RECREATION DEPARTMENT OTHERS: COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING. PLEASE PROVIDE COMMENTS TO THE PLANNING DIVISION OF THE COMMUNITY DEVELOPMENT DEPARTMENT BY 5: 00 P.M. ON December 21, 1988. REVIEWING DEPARTMENT/DIVISION: /' j 7 �C'C/e9e „ APPROVED X APPROVED WITH CONDITIONS NOT APPROVED lie / .4/f Cc pt 7 a/7 f%e �/f /'�� 0,4.h�lG+ ,a,4 ,4ecer /01e-- / ee66 7g eif//a 4.) s'aee - r 76 ` c- tie G G�G/e �f ll.. LeJ 0-7� CJOI� - < v``l/�l toe /- G'f C‘- ��,�`G CG 74 74Ga 'G� s e / aircepe /&4 f 9 /�.��7L- / /7.2c. DATE G /Z/ SIGNAT OF DIRECTOR OR AUTHORIZED. REPRESENTATIVE r C,D1��S,�N RENTON COMMUNITY DEVELOPMENT DEPARTMENT CO 0N1� Ft��1°� 7E1- NVIRONMENTAL CHECKLIST REVIEW SHEET it g19�a ?IlDrAWiT5 D� PARTMENT: ?e-T\CL *� Mr. PX/�Aiymn, AmDA'TE '`CIRCULATED: 12/12/88 COMMENTS DUE: 12- 1-88 EFC - 112-88 PLANNING DIVISION APPLICATION NO(S) : SA - 112 '"85 CITY OF RENTON PROPONENT: City of Renton, Public Works Departme D EC 1 2 1988 PROJECT TITLE: Renton Municipal Parking Lot E lei IE 0 v E BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq.ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue SITE AREA 20, 125 sq.ft. BUILDING AREA (gross) : IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1. Earth ° ° ° ° 2 . Air ° ° • ° ° ° 3 . Water ° ° o ° ° 4 . Plants ° ° O 0 ° 5. Animals ° ° o ° ° 6. Energy & Natural Resources ° o ° ° 7 . Environmental Health ° O ° ° 8 . Land & Shoreline Use ° o ° ° 9 . Housing ° ° ° ° 10. Aesthetics ° ° ° ° 11. Light & Glare ° ° ° o ° ° 12 . Recreation ° ° o ° ° 13 . Historic & Cultural Preservation ° ° o ° . ° 14. Transportation ° ° 15. Public Services ° o ° ° 16. Utilities 0 ° ° COMMENTS: - We have reviewed this application with particular attention to those areas which we have expertise and have identified areas of probable impact or are wher 1 ional information is needed to properly assess this proposal..1, , , ( z- — (K—c?.( Signature of Dire or or Authorized Representative Date Rev. 6/88 r _ 4 RENTON_COMMUNITY DEVELOPMENT DEP x MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 112-88 APPLICATION NO(S) . : 5Pr - (IZ'S, PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for 1 a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill , Avenue TO: PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE:' 12-28-88 ENGINEERING DIVISION TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE: UTILITIES ENG. DIVISION FIRE PREVENTION BUREAU POLICE DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION Y PLANNING DIVISION SHORT RANGE LONG RANGE PARKS AND RECREATION DEPARTMENT OTHERS: COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING. PLEASE PROVIDE COMMENTS TO THE PLANNING DIVISION OF THE COMMUNITY DEVELOPMENT DEPARTMENT BY 5: 00 P.M. ON December 21, 1988. REVIEWING DEPARTMENT/DIVISION:�//APPROVED APPROVED WITH CONDITIONS NOT APPROVED ;e..-- 72-71---M4e_e - e a- ---, )_,74._‘, 2---e- -__s ,,,, •,„ if r Z / Kr / - DATE SIGNATURE OF DIR CTOR OR AUTHORIZED REPRESENTATIVE T 4titi� RJ _'ON COMMUNITY DEVELOPMENT __?ARTM'v�� 41'10 (' ENVIRONMENTAL CHECKLIST REVIE '744, /c. ON REVIEWING DEPARTMENT: /W\ CJ1J\x'3 /, -79egg ti DATE CIRCULATED: 12/12/88 COMMENTS DUE: 12-21-88 EFC - 112-88 APPLICATION NO(S) : SA - III-Oj PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue SITE AREA 20, 125 sq. ft. BUILDING AREA (gross) : IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1. Earth ° ° 0 ° 2 . Air ° o ° ° 3 . Water >A ° 0 ° ° 4 . Plants ° ° 0 o ° ° 5. Animals ° ° 0 o 0 ° 6. Energy & Natural Resources ° o ° ° 7. Environmental Health ° o ° 0 8 . Land & Shoreline Use ° o ° ° 9 . Housing ° o ° ° 10. Aesthetics 0 o ° ° 11. Light & Glare ° o ° ° 12 . Recreation ° o 0 ° 13 . Historic & Cultural Preservation ° ° 0 ° 14 . Transportation ° o ° ° 15. Public Services ° ° 0 o ° O 16. Utilities ° %< ° COMMENTS: See Yie)z 4 r"•9 We have reviewed this application with particular attention to those areas which we have expertise and have identified areas of probable impact or are where additional information is needed to properly assess this proposal. gr _ --,16fi 12//6/Tf Signature of Director or Authorized Representative Date Rev. 6/88 RENTON COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 112-88 APPLICATION NO(S) . : SA-1I2-6D PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue TO: PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE: ' 12-28-88 ENGINEERING DIVISION TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE: UTILITIES ENG. DIVISION FIRE PREVENTION BUREAU POLICE DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION PLANNING DIVISION SHORT RANGE LONG RANGE PARKS AND RECREATION DEPARTMENT OTHERS: 3 2Jr11 PAOLAPir*Aey, COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING. PLEASE PROVIDE COMMENTS TO THE PLANNING DIVISION OF THE COMMUNITY DEVELOPMENT DEPARTMENT BY 5: 00 P.M. ON December 21, 1988 . REVIEWING DEPARTMENT/DIVISION: APPROVED APPROVED WITH CONDITIONS _NOT APPROVED Frovb ek G�t( 2,r\h(14-, S c._ �1 pro,/ �� e� of ( bvcv(--e.,r� sep -oJ-a-r r-c.0 1CIV S �/e.'oci�y J . . ( mS 4 /s , e- "-- DATE afr6fre. SIGNATURE OF DIRECTOR OR AUTHOR ED REPRESENTATIVE RENTON COMMUNITY DEVELOPMENT DEPARTMENT ® O c/�'p('r'„, ENVIRONMENTAL CHECKLIST REVIEW SHEE / a Fc �`'�%,y�'v 9 REVIEWING DEPARTMENT: "T�f�, A/0_, C/iL ,, ��S ,; '794y DATE CIRCULATED: 12/12/88 CO 4 ENTS DUE: 12-21-88 EFC - 112-88 APPLICATION NO(S) : SA -II2 8M PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue SITE AREA 20, 125 sq. ft. BUILDING AREA (gross) : IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1. Earth ° / ° ° o ° ° 2 . Air 0 AZ ° ° • ° / 0 3 . Water ✓ ° o ° ° 4 . Plants • ✓ 0 ° • 5. Animals ° ° ° 6. Energy & Natural Resources ° 7 . Environmental Health 0 ✓ ° O O ° 8 . Land & Shoreline Use ° 9 . Housing 0 ✓ 0 ° O 0 O 10. Aesthetics 0 ✓ 0 ° 11. Light & Glare • V 0 ° ° / ° ° 12 . Recreation l/,//// ° ° V ° ° 13 . Historic & Cultural Preservation ° V// 14 . Transportation ° ° 15. Public Services /J° 16. Utilities ° t/ ° COMMENTS: We have reviewed this application with particular attention to those areas which we have expertise and have identified areas of probable impact or are where addition i ormation is needed to properly assess this pro osal. P &I ed- Signature o D r c or or Authorized Representative Dat Rev. 6/88 RENTON COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 112-88 APPLICATION NO(S) . : PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue TO: PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE: 12-28-88 ENGINEERING DIVISION X TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE: UTILITIES ENG. DIVISION FIRE PREVENTION BUREAU POLICE DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION PLANNING DIVISION SHORT RANGE LONG RANGE PARKS AND RECREATION DEPARTMENT OTHERS: COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING. PLEASE PROVIDE COMMENTS TO THE PLANNING DIVISION OF THE COMMUNITY DEVELOPMENT DEPARTMENT BY 5: 00 P.M. ON December 21, 1988. REVIEWING DEPARTMENT/DIVISION: /e.Kifr L APPROVED APPROVED WITH CONDITIONS NOT APPROVED if. Tile SOS oh /le of f- (5k k des yh On f- . (fee 2 df- Z T� ik L r L � Cir r S'tj d Z, iirajoy-Let— Yedule_ Pjov? rg1)0144('7 ), DATE /2 `� ` U SIGNATURE OF D P C OR OR AUT ORIZED REPRESENTATIVE RENTON COMMUNITY DEVELOPMENT DEPARTMENT ' G' �/N� D,c u/ki ENVIRONMENTAL CHECKLIST REVIEW S AFC �FTp0 4/ REVIEWING DEPARTMENT: C,C9,tlI QOAA p Q> e 'Y 9 '98 DATE CIRCULATED: 12/12/88 U COMMENTS DUE: 12-21-88 �Qpn EFC - 112-88 APPLICATION NO(S) : PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue SITE AREA 20, 125 sq. ft. BUILDING AREA (gross) : ' IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1. Earth ° o ° ° 2 . Air 0 ° 3 . Water 4. Plants 5. Animals 0 6. Energy & Natural Resources 0 ° 7 . Environmental Health • �'' r ° 8. Land & Shoreline Use L/ ° 9 . Housing 0 ° 10. Aesthetics ° o 0 0 11. Light & Glare ° 12 . Recreation ° o 0 13 . Historic & Cultural Preservation ° 0 ° ° 0 0 14 . Transportation ° o ° ° 15. Public Services ° 16. Utilities ° COMMENTS: / 11 We have reviewed this application with particular attention to those areas which we have expertise and have identified areas of probable impact or are where additional information is needed to properly assess this proposal. /rt9 /vS Dir ector lire of or Authorized Representative Date Rev. 6/88 RENTON COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 112-88 APPLICATION NO(S) . : PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue TO: ' PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE: 12-28-88 XENGINEERING DIVISION TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE: UTILITIES ENG. DIVISION FIRE PREVENTION BUREAU POLICE DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION PLANNING DIVISION SHORT RANGE LONG RANGE PARKS AND RECREATION DEPARTMENT OTHERS: COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING. PLEASE PROVIDE COMMENTS. TO THE PLANNING DIVISION OF THE COMMUNITY DEVELOPMENT DEPARTMENT BY 5: 00 P.M. ON December 21, 1988. REVIEWING DEPARTMENT/DIVISION: /. APPROVED APPROVED WITH CONDITIONS NOT APPROVED ( /DIRECTOR ` aDATE ��- SI NA RE OR AUTHORIZED REPRESENTATIVE ' RENTON COMMUNITY DEVELOPMENT DEPARTMENT 144 ENVIRONMENTAL CHECKLIST REVIEW SH e'/lY per, REVIEWING DEPARTMENT: FC A��/6),,, I j gov DATE CIRCULATED: 12/12/88 COMMENTS DUE: 12-21-88 c0 n�� %, 874! I/ EFC - 112-88 APPLICATION NO(S) : SP- II2-6 PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the compleX which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue SITE AREA 20, 125 sq. ft. BUILDING AREA (gross) : IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1. Earth ° ° ° 2 . Air ° ° . ° ° ° 3 . Water ° ° o ° ° 4 . Plants ° ° ° 5. Animals 0 ° ° 6. Energy & Natural Resources ° o ° ° 7 . Environmental Health ° ° ° 8 . Land & Shoreline Use ° ° 9 . Housing ° ° ° o ° ° 10. Aesthetics ° ° ° 11. Light & Glare ° ° 12 . Recreation ° o ° 0 13 . Historic & Cultural Preservation ° ° 14 . Transportation ° ° 15. Public Services ° ° 16. Utilities V ° COMMENTS: No&. IN &mg Tik( e,F., 4*p6€ PI JI 7[ont ,420-4 _ S✓' 4-1_- Arre41 cgotii) pk4- GL0194 ro Commit ' �CH►,1406S Alien pQar t-tilepe- We have reviewe- this application with particular attention to those areas which we have -xp= tcbse and have identified areas of probable impact or are where additio al ;nfo � ..tion is needed to properly assess this proposal. �4 /a/ m Ae- Signature o Director or Authorized Representative Date Rev. 6/88 RENTON COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 112-88 APPLICATION NO(S) . : SA-112.--8$ PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue TO: PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE: ' 12-28-88 ENGINEERING DIVISION TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE: ( ` UTILITIES ENG. DIVISION FIRE PREVENTION BUREAU POLICE DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION PLANNING DIVISION SHORT RANGE LONG RANGE PARKS AND RECREATION DEPARTMENT OTHERS: COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING. PLEASE PROVIDE COMMENTS TO THE PLANNING DIVISION OF THE COMMUNITY DEVELOPMENT DEPARTMENT BY 5: 00 P.M. ON December 21, 1988. REVIEWING DEPARTMENT/DIVISION: lam%11-1 T/PS cE/.ICQ • APPROVED X APPROVED WITH CONDITIONS NOT APPROVED g CL2rt11 -- . z(Lizac_LAL (4) DATE / / /9 AT SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE RENTON COMMUNITY DEVELOPMENT DEPARTMENT ENVIRONMENTAL CHECKLIST REVIEW SHEET REVIEWING DEPARTMENT: Qi,Cuy\ ,(/y) , (. cY Ull c ,- _ -r ) DATE CIRCULATED: 12/12/88 COMMENTS DUE: 12-21-88 EFC - 112-88 APPLICATION NO(S) : i12-O PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq.ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue SITE AREA 20, 125 sq. ft. BUILDING AREA (gross) : . r\ 1 IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1. Earth 0 ° 2 . Air ° 3 . Water 0 4 . Plants ° 5. Animals ° o 0 ° 6. Energy & Natural Resources ° 7 . Environmental Health ° o 0 ° 8 . Land & Shoreline Use , 0 9 . Housing ° 10. Aesthetics ° o 0 0 11. Light & Glare O ° 12 . Recreation ° 13 . Historic & Cultural Preservation ° 14 . Transportation ° 15. Public Services ° 16. Utilities ° COMMENTS: (77, ,v Lti i U f,iv) /06; yno 1J ivni L/45 Liu 1 T H M,th G c (fro SR) :�d 1" We have reviewed this application with particular attention to those areas which we have expertise and have identified areas of probable impact or are where additional� information is needed to properly assess this proposal. ?E-' '\'d V\ k L»r'hd 1 —19 l Signature of Director or Authorized Representative Date Rev. 6/88 RENTON COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 112-88 APPLICATION NO(S) . : SF, -- I 1-2---Cav .. PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue TO: PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE: ' 12-28-88 ENGINEERING DIVISION TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE: UTILITIES ENG. DIVISION FIRE PREVENTION BUREAU POLICE DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION PLANNING DIVISION X SHORT RANGE LONG RANGE PARKS AND RECREATION DEPARTMENT I OTHERS: COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING. PLEASE PROVIDE COMMENTS TO THE PLANNING DIVISION OF THE COMMUNITY DEVELOPMENT DEPARTMENT BY 5: 00 P.M. ON December 21, 1988. REVIEWING DEPARTMENT/DIVISION: I9LAYUPJ IO(/,7 ICI UI)jC)N APPROVED ,APPROVED WITH CONDITIONS NOT APPROVED 1-1)6C011\nn'1GN)D I I-h iT ONIZ.KI10G 31Au.`z) ��c' PAu O hi Pr g C -i 1. iouYH c -H 'u6 39 cooc 11)o ua R 1 rvc,(icu+95 j >Ariz.c-GA ef t. NI\DGApl r\)(0 OYI J1O)3� c '( PrL3 J I I 1t JOB (.N► yC/a-oi uC 1 s t\C1 J J J L.0)10 CUMUKY1LiY 06SI IlA , -rl ou, itixos c,u sua;\ iv co , DATE I ;T. I SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE %o ® . CITY OF RENTON ..LL DEPARTMENT OF COMMUNITY DEVELOPMENT � e Earl Clymer, Mayor PLANNING DIVISION • December 12, 1988 Robert L. Bray City of Renton Public Works Department Design Engineering 200 Mill Avenue South . Renton, WA 98055 Re: Renton Municipal Parking Lot ECF-112-88 Dear M OFFy. The Community Development Department has formally accepted the above referenced application. It has been routed for departmental review and is tentatively scheduled for the Technical Advisory.Committee either on December 28, 1988 or January 4, 1989 for consideration. If you have any questions regarding the scheduling of this project, please contact our office at 235-2550. nicer Donald K. Erickson, AICP Zoning Administrator DKE/mjp 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2550 'MEMORANDUM • To . PARKS AND RECREATION DEPARTMENT " Date 12-7-88 From JERRY LIND, PLANNING DIVISION • Subject LANDSCAPING PLAN FOR NEW CITY HALL PARKING LOT - MAIN AVENUE SOUTH Please find attached for your •information., two' blue prints of the landscaping plan designed by myself for the new City Hall parking lot proposed to be constructed along Main Avenue South. . • • �,. III 411 RENTON COMMUNITY DEVELOPMENT DEPARTME ' Renton Fie Y- \n Fire'rreven;sn nerevu ENVIRONMENTAL CHECKLIST REVIEW S 1_11.7..i gC iNGL REVIEWING DEPARTMENT: V 11 Q DATE CIRCULATED: 12/12/88 COMMENTS DUE: 12-231116. ry EFC - 112-88 APPLICATION NO(S) : PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the compleX which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue SITE AREA 20, 125 sq. ft. BUILDING AREA (gross) : ' IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1. Earth ° ° . . . 2 . Air ° • . . . 3 . Water ° ° 0 . . . 4 . Plants ° ° 0 . 0 . 5. Animals ° ° . . . 6. Energy & Natural Resources ° . . . 7. Environmental Health ° ° ° . . 0 8 . Land & Shoreline Use ° . . 0 9 . Housing ° ° . . ° 10. Aesthetics ° . . . 11. Light & Glare . . . . 12 . Recreation ° . . 0 13 . Historic & Cultural Preservation ° ° . . . 14 . Transportation ° . . 15. Public Services , ° . . . 16. Utilities ° COMMENTS: We have reviewed this application with particular attention to those areas which we have expertise and have identified areas of probable impact or are where additional information is needed to properly assess this proposal. „4________ /r/j/V/ Signature of Director or Authorized Representative Date Rev. 6/88 • RENTON COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 112-88 APPLICATION NO(S) . : PROPONENT: City of Renton, Public Works Department PROJECT TITLE: Renton Municipal Parking Lot BRIEF DESCRIPTION OF PROJECT: The applicant seeks site plan approval for a parking lot (20, 125 sq. ft. ; 45 parking spaces) to serve the Renton Municipal Complex. This project will include 8 spaces to replace those at the complex which are going to be eliminated when the new temporary courthouse is installed in the complex parking lot and 37 new spaces. LOCATION: South of South Second Street, between Main Avenue and Mill Avenue TO: PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE:' 12-28-88 ENGINEERING DIVISION TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE: UTILITIES ENG. DIVISION x FIRE PREVENTION BUREAU POLICE DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION PLANNING DIVISION SHORT RANGE LONG RANGE PARKS AND RECREATION DEPARTMENT OTHERS: COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING. PLEASE PROVIDE COMMENTS TO THE PLANNING DIVISION OF THE COMMUNITY DEVELOPMENT DEPARTMENT BY 5: 00 P.M. ON December 21. 1988. RE174ING DEPARTMENT/DIVISION: f P?Z VEUT KCI " APPROVED APPROVED WITH CONDITIONS NOT APPROVED DATE . . /'t//.t�dle SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE y, %o .0 CITY OF RENTON ..LL DEPARTMENT OF COMMUNITY DEVELOPMENT Earl Clymer, Mayor PLANNING DIVISION November 7, 1988 Randy Berg Department of Community Development City of Renton 200 Mill Avenue So. Renton, Washington 98005 RE: City of Renton Municipal Building Auxiliary Parking Lot, Main Avenue at South Bronson ( (ECF: SA 112-88) Dear Randy: We have received an Environmental Checklist and some preliminary site plans/landscape plans for the above- referenced project. We are aware that you are working with Jerry Lind to develop complete plans for this project. We would hope to receive those materials by no later than November 18, 1988 in order to ensure that processing of this application is appropriately coordinated with the review of the application for construction of a temporary "courthouse" structure in the parking lot adjacent to the Renton Municipal Building (099-88) . If we can provide any additional assistance please let me know. Sincerely, Donald K. Erickson, AICP Zoning Administrator DKE/lb:mjp 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2550 / ' - '' � CITY OF RENTON FILE NO(S): sA.- /I2. 88 E; c. : BUILDING & ZONING DEPARTMENT Eic•((Z,"eeJ . N�° MASTER APPLICATION NOTE TO APPLICANT: Since this is a comprehensive application form, only those items related to your specific type of applications) are to be completed. (Please print or type. Attach additional sheets if necessary.) APPLICANT TYPE OF APPLICATION NAME FEES CITY OF RENTON 0 REZONE*(FROM TO ) ADDRESS ED 200 Mill Ave S. SPECIAL PERMIT* CITY ZIP ED TEMPORARY PERMIT* Renton WA 98055 C 1 CONDITIONAL USE PERMIT* TELEPHONE J 1 A SITE PLAN ND APPROVAL SPECIAL PERMIT FOR GRADE A FILL 206-235-2631 n No. of Cubic Yards: ni VARIANCE* CONTACT T PERSON . From Section: * Justification Required NAME ' Robert L. Bray i- ADDRESS SUBDIVISIONS: 1 200 Mill Ave S. ' Q SHORT PLAT CITY ZIP Q TENTATIVE PLAT Renton WA 98055 ED PRELIMINARY PLAT TELEPHONE FINAL PLAT 206-235-2631 E".:1 WAIVER (Justification Required) OWNER NO. OF LOTS: 'NAME PLAT NAME: SEE ATTACHMENT ADDRESS PLANNED UNIT, DEVELOPMENT: El PRELIMINARY CITY ZIP ED FINAL P.U.D. NAME: TELEPHONE Q Residential Ei Industrial QCommercial 0 Mixed LOCATION MOBILE HOME PARKS: PROPERTY ADDRESS ED TENTATIVE i i 1 12;' 1; /:,f' `)0 k- EXISTING USE PRESENT ZONING PRELIMINARY i gg FINAL - - 4 PROPOSED USE I PARK NAME: \ 1 , \` ' t ‘N, -`I _5' `" Al `TA L�;, NUMBER OF SPACES: 0 ENVIRONMENTAL REVIEW COMMITTEE SQ. FT. ACRES _�__ - . . AREA: -7 O 1 !2_,-7:, 1 _ 1 4-: TOTAL FEES rulwl!V(, ij!1!CcSi AFF USE ONLY -- ADMINISTRATIVE PROCESSING v�i i 1.,-f1Zi'd i L.1V DATE ST M OCT RECEIVED BY: /Q. OC inT 21 1988APPLICATION DETERMINED TO BE: E . Accepted iI U E El Incomplete Notification Sent On By: (Initials) DATE ROUTED ADDITIONAL MATERIAL RECEIVED BY: APPLICATION DETERMINED TO BE: 0 Accepted 1T — 17 " Incomplete Notification Sent On By: (Initials) ROUTED TO: Q Building ElDesign Eng. ElFire El Parks IJ^ Police CI Policy Dev. Q Traffic Eng. El Utilities / I 1 , Legal description of property (if more space Is required, attach a separate sheet). Lots 4, 5 and 6, Block 10, Town of Renton as recorded in Volume 1 of plats page 135, records of King County, Washington. TOGETHER WITH The South 25 feet of Lot 3, Block 10, Town of Renton as recorded in Volume • 1 of plats, page 135, records of King County, Washington. • I , AFFIDAVIT I, G e I- eAy , being• duly sworn, declare that I am ®authorized representative to act for the property owner, C]owner of the property involved in this application and that the foregoing statements and answers herein contained and the information herewith submitted are In all respects true and correct to the best of my knowledge and belief. SUBSCRIBED AND SWORN TO BEFORE ME THIS S . "h DAY . OF G6,7h or/0 , 19 ?(. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT 711 (Name of Notary Public) (Signature of Owner) ,26 6/3s (Address) (Address) (City) (State) (Zip) Z 3S Zia 3 (Telephone) Acceptance of this application and required filing fee does not constitute a complete application. Plans and other materials required to constitute a complete application are listed In • the "Application Procedure." I / , ATTACHMENT Name Address Parcel No. Alma Lundberg 326 Garden Ave. N. 723150-0880-00 Renton, WA 98055 Ellen Hickok 333 1/2 Renton Ave. S. 723150-0085-05 Renton, WA 98055 Robert M. Burke 9160 S. 198th 723150-0895-03 Renton, WA 98055 , . .. • ' • • . . . ,—, - . • . . . • , . . . , .. . • . • .• .• . ' ' • ...X.421) , . t ....Z.,. k . '..,. • •-, !, .. .• k \ 1.-- . • .. .,.. . . ., . •.. ,. . . , . , , . . .• -1.....N. ‘\i'it . . . . . . . s. . . • . • .\., • N . ... . . . .. . • . . . . •.‘,. , . • . , . • • • , • •. • \ \,1 \ \•• . ' • •N . • • I ' ., I I : . . . . , ., . ' • . .. . ./Th I . Ili' LIDRAR'1.- , .,..V/4. < 41111 •. . - : • e> .. .•I . . ',... . . . . • • rARKIN4 . . . .- 't/t.... . r4r• . i s..., . • • ...L..._,Tvig tfC:11-('1 IM.L.ALI 4ex•:...0 . ' -1•YIAL V' . . . . . .. •,--_, . . , . . . . 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PROJECT NARRATIVE City Parking Lot The proposed project consists of construction of an asphalt paved parking lot for municipal use on three contiguous lots. One lot consists of a vacant house which will be demolished and removed as part of this project. One lot is presently paved as a parking lot, but has not been used for some time. The proposed parking lot will accommodate 47 parking stalls with three entrances from Main Ave. S. to the west, and a public alley to the east. Sidewalks are proposed along the north and south extremities of the parking lot along with interior landscaping and lighting. The project is proposed to be constructed in January 1989. 4e'e,/,/ Robert L. Bray, Acting Design Engineer 12/06/88 )-. C--..". Ara, .7 z - ejAri. Vtagi 1.4(37. (...-01-— 'f-i41,041.14 ..PcV 14.A.) =ovm- 1, - • di OMMISSION ORDER Arii). 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Do',i- A gl;'-t ICC,%i CC: '' 1 .;"3 org 14' ac,0.0 7 • RD ‘ , 3.009/i°9 , 3788/33' 0: s.'46 4 3 . 3CG./0 .,‘ 3GC.C.fi-i - - \D . -- A 9 0 • A ' 5. 0 r• - 9 . . pi•7 • ! \_. ..oc_ kfj I 1 *,) •‘-. 1,,C; i o.V \ 1 ,9 * " A. 1006- . N I .1 ‘‘:•;, i .ozg .,,,Dc` 20 ' • 4.)00 I II --o- - — 1, `NI I 4- i•-:)'•'.-<""--11754 r,,. „.,'•• ,• 1-• t . 1--— vi __4_. .,4. erz 06- . 411 14 _ • PROJECT NARRATIVE City Parking Lot The proposed project consists of construction of an asphalt paved parking lot for municipal use on three contiguous lots. One lot consists of a vacant house which will be demolished and removed as part of this project. One lot is presently paved as a parking lot, but has not been used for some time. The proposed parking lot will accommodate 47 parking stalls with three entrances from Main Ave. S. to the west, and a public alley to the east. Sidewalks are proposed along the north and south extremities of the parking lot along with interior landscaping and lighting. The project is proposed to be constructed in January 1989 . aA/Y Robert L. Bray, Acting Design Engineer 12/06/88 )..C Ala,a 7 • ( tN. f Aszici WT— - iAI u •pGv ).i =4•}'i Is, _ 4 a ;OMMISSION ORDER — AI -1).---4,40_41T - ~'c. - 1 1 1 • M - - — — — - - - -z L - - - - - - - - -- - - - - - — - - - - 500. C 4 2 /y. 3 8 ,. S c. (( 3GG.�5- • • 7C t V V V ��4 \! 5- -+ S T. - _ Z n —_2 AI tV e - - --- --+;25 o7✓Z IY -- - - - - — GC . 4c. c ^ Gp — - - O I. / L�O p /a'O o i:3 �. a' S 60 60 �C 0 / a i 1•44-idiA;41-g•I �`Jc '' 05 ,'k /9<3: 6 L.) 5 Irzeo C17 - e� " Niel Q Y 5 gaD P . Co 60 • 4 h k3' l� 0 FD .J. r 095 L 5 1' � g n, T .� 0 ,� .. ' Ski n �,oG j 6,\� \ti oc°` / I /- ,> - ook5 - ° ,\�`‘'''� /oh, • . ._ ( _ _-�_' -'z- -- - ,•d i • k 60'. 1 60 4A6 G « 3 `� �„. O t: CAI� �jW/4 .:1 e _�1` 5 �� I J. o tr131 7 6 `""nc,c, Q' 09Q �o� /� �0 Ro S_ -c..� �-_-. _ /z.5 .tP* M1 -itr i 155 p F 3� ylo� • Ga 1 b•�'4 1;10-r+ lz 4'0., ~�.10�,�,Ishocl�'� 1. . J oQ95 094-0 ., . 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J v / F +, OS % G T $ u Ali C ql 1 •f8 ! 42 '/ ••� \" / d0 1 0 o .� '0po`< 69 U 'N p Q' I �s4 P I 9 t° -- - \`3� / �� 0 ^ } �: / ,`' /9 Y 1•) ��•y 6 • 1 �029° 9 4 20 V op05I '0 • v .e, Y°, - G y' _n% / 8:, _ o�is moo' �4.a I AP g 1D ne) 01 . . ill L. 91 k / ‘ OF R _IA R . ECF: I 117,46 LU: r--02-8E, �' $% 0 z City of Renton Z k ENVIRONMENTAL CHECKLIST O,9gT�D SEP-C .'" Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43,21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for aliproposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. Use of Checklist for Nonproject Proposals: (Please Type or Print Legibly) Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: New parking lot for Renton Municipal Building 2. Name of applicant: City of Renton 3. Address and phone number of applicant and contact.person: 200 Mill Avenue South Renton, WA 98055 it 4. Date checklist prepared: 10-19-88 S. Agency requesting checklist: City of Renton Department of Community Development 6. Proposed timing or schedule (including phasing, if applicable): Construction February 1, 1988 to March 1, 1988 PLANNING oiitts1niv • CITY OF RENiity ® 0Cr 21 1988 I' . 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? if yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None 10. List any governmental approvals or permits that will be needed for your proposal, if known. None 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The 20,125. square feet site is to be used to supplement City Hall Parking 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topography map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The proposal is planned on a flat site on the east side of Main Avenue South between 2nd and South 3rd (west of City of Renton Fire Station #11) within Section 17, Township 23, Range 5, W.M. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? c. What general types of soils are found on the site (for example, caly, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Some tip soil over pit run and glacial till. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No rotaY. >._ ,• , 'I - 2 - • e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. No fill anticipated. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 810 h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: None 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Dust due to construction. b. Are there any off-site sources of emission? No c. Proposed measures to reduce or control emissions or other impacts to air, if any: None 3. WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None - 3 - I • 4) Will the -proposal require surface water withdrawals or diversions? Give general description. purpose, and approximately quantities if known. No 5) Does the proposal-lie within.a 100-year ffloodplain? If so, note location on the siteplan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If .so, describe the type of iseaste and -anticipated volume of discharge. No b. Ground: 1) Will ground water be w% ®r u� +hater be discharged to ground water? Give general descry, , and appaoximately quantities if known. No 2) Describe waste material that t Will ibe discharged into the ground from septic tanks or other minces, if .any [fir example: Domestic sewage; industrial, containing the wing dle icals . . .; agricultural; etc.). Describe-the-general-tiz e the sratanit, the number of such systems, the • number of houses to be sagr.vAad applikaibIld, or the number of animals or humans-the system(s)are =mod to-same. None c. Water Runoff (including stn two): 1) Describe 'the source dr =mart lintlutraig storm water) and method of collection and disposal, ;if (irn dude quantities, if known). Where will this water flow? Will this miter flaw irate wither waters? If so, describe. Storm water will be collected on site and released to existing City of Renton storm sewer facilities. 2) CoUldrwaste materials;>eet tier ground sr-surface waters? If .so, generally describe. No - 4 - i d. Proposed measures to reduce or control surface. ground, and runoff water impacts, if any: None 4. Plants a. Check or circle types of vegetation found on the site: o deciduous tree: alder, maple, aspen, other o evergreen tree: fir,-cedar, pine, other o Shrubs ( grass o crop or grain o Wet soil plants: cattail, buttercup, bullrusb, skunk cabbage, other o water plants: water lily, eel grass, milfoil, other a other types of vegetation b. What kind and amount of vegetation will be removed or altered? Remove existing lawn areas. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other'measures to preserve or enhance vegetation on the site, if any: New landscaping (see landscape plan) 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, eagle, songbirds, other Mammals: deer, bear,elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain. No - 5 - • d. Proposed measures to preserve or enhance wildlife, if any: None 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity for site lighting only b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No • I c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: None 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No 1) Describe special emergency services that might be required. Fire & Police protection 2) Proposed measures to reduce or control environmental health hazards, if any: None b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Traffic noise and noise from airport operation. - 6 - 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic. construction. operation. other)? Indicate what hours noise would come from the site. Noise of construction. Some increase in traffic noise in the immediate area of Main Street between 2nd & 3rd South. 3) Proposed measures to reduce or control noise impacts. if any: None 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Abandoned retail business (now vacant) and parking b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. Old one-story house converted to retail business. Now vacant and in very poor state of repair. d. Will any structures be demolished? If so, what? Yes - The existing building will be rased. e. What is the current zoning classification of the site? B-1 f. What is the current comprehensive plan designation of the site? Commercial g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? None j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: None • - 7 - 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: None 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any: None 10 Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. 20' light standards b. What views in the immediate vicinity would be altered or obstructed? None 1 c. Proposed measures to reduce or control aesthetic impacts, if any: None 11. Light and Glare °II' III a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: None — 8 - .'I O 12. Recreation • a. What designated and informal recreational opportunities are in the immediate vicinity? Cedar River Trail b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. .No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: None 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Access and egress from Main Avenuesouth and via one-way alley from Houser to 3rd Street South b. Is site currently served by public transit? If not, what is the approximately distance to the nearest transit stop? No - 1 /2 block (Mill Avenue) c. How many parking spaces would the completed project have? How many would the project eliminate? 47 new parking spaces ± 20 on site now. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No - 9 - e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. Yes, near the Burlington Northern tracks on Houser way f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. No new trips as a result of this action. g. Proposed measures to reduce or control transportation impacts, if any: None 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. A slight increase in Fire and Police Protection to insure the safety of the new parking area and its users. b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity from Puget Power to light the site, water from the City of Renton for landscpae irrigation, storm water from the City to control run off. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Name Printed: Randy Berg - 10 - D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS • (This sheet should only be used for actions involving decisions on policies, plans and programs. Do not use this sheet for project actions.) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the propoal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous sutstances; or production of noise? Proposed measures to avoid or reduce such increases are: • 2. How would the proposal be likely to affect plants, animals, fish, or marine life? • Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: - 11 - 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Name Printed: ii - 12 - • CERTIFICATION OF NOTIFICATION OF ADJACENT PROPERTY OWNERS/SITE PLAN * * *FOR OFFICIAL USE ONLY* * * PROJECT TITLE: City Parking Lot - Main Ave. S. APPLICANT: CITY OF RENTON, Public Works Department APPLICATION NUMBER: ( � a The following is a list of adjacent property owners and their addresses. A notification of the pending site plan application shall be sent to these individuals as prescribed by Renton City Code, Chapter 7 Section 38 of Title IV (Building Regulations) of Ordinance No. 1628 relating to site plan approval. ASSESSOR'S NAME ADDRESS PARCEL NUMBER Harry N. Moscatel 10697 Main-Street 723150-1200-01 Bellevue, WA 98004 Mrs. Umberto Barei 322 S. 15th Street 723150-1215-04 Renton, WA 98055 V. L. Tuntland 229 Main Street 723150-1220-07 Renton, WA 98055 Scholton Corporation 3506 Park Ave. N. 723150-1225-02 Renton, WA 98055 Johnson & Van Ospell P.O. Box 676 723150-1230-02 Renton, WA 98055 Martin Castaneda P.O. Box 2273 723150-1235-00 Seattle, WA 98111 Maxine G. and Richard P. Charley 14258-183rd Ave. S.E. 723150-1240-03 Renton, WA 98056 Maxine G. and Richard P. Charley 14258-183rd Ave. S.E. 723150-1245-08 Renton, WA 98056 Dino E. Patas 1815 Rolling Hills Ave. S.E. 723150-0860-04 Renton, WA 98055 T. M. Folk 7840 Stroud Ave. N. 723150-0870-02 Seattle, WA 98103 Patricia and Charles B. Brown 226/228 Main Ave. S. 723150-0900-06 Renton, WA 98055 Mrs. Laverne Barnett - 76 Monterey PI. N.E. 72 31 5 0-0905-01 Renton, WA 98056 Ethyl M. Holm 1015 Tacoma N.E. 723150-0910-04 Renton, WA 98056 City of Renton 200 Mill Ave. S. 723150-0915-09 Renton, WA 98055 723150-0960-03