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HomeMy WebLinkAboutWTR2700389 S, 4TH PL FROM RAINIER AV S SHATTUCK AV S 3 8 9 ..._.�..�...�.. ..__._+......_, ..._. ....».......r..........�= _... Met4• Le�Lf .WMLM1 �� x y _ uso CI w � r Z O I Y : T 4i I 40 'i, '+ f•�1 � .ram.,,,,,. ....� .n>� � � . 41 14 01 ..r t , :: , f r •r t D i --swor,001%Mom ._.4-...._.n_w.�.w��_r..n.+w•.. .. r._... .. ......— ...... /� 1 • p r - -.•. _ -+ l : . . m to i m re I Sol k az[ i if � I _ LEGEND • s„...�>, fwsaN +wwe +fifv tta.>. R � ♦ ♦ 3 Si:::.. t4w•ti t r\♦a •Mawtte tttr.w♦ ♦ ,�1 ♦w• ♦ a- t tWR• •rnr N•♦ va- i of ttnf • ♦teae♦N> c.r.- M•w Nnt NTf+ CEMENT CONCRETE �' f+l `•'°' ROLLED CURB DETAIL iwNf *uro•+c ' 'wv+ s�n GENERAL. NOTES Y M•NT+Nano•♦N full wNav,•vT Yt•r•e xtrrR♦ . 'fw.. tt•f tTe Rr s�rA wN♦ +bhtl MO acr r.tas r ♦N N.Pt♦rtn fa ax.t•a V..flti WC e!'K♦rtW[6t TP N N.4ATR SECTION A � ttawttf N ♦tr•f• t atttNOPD YTR.R IOGtRaf tw••t w t•rMtt> •N V'MCt+Yrf IOLtRgwt et.t YTRRT Ntlwttt tRtN M TairKtq •tN f1tPT •!e•tfN NNN M Ct♦ttteirTt• . , : 'r at♦M1dewiT 49 t e*ttf TC N Nh`V!4 !• „ C.CN STRUCTPON NOTES !I( ,vue. • art• ♦ rtt[1 ♦r♦ t i M>G,. tag>T.+H ay.tywa M .t•w tK< N >tY t CW rtner 1Mt -♦ Luei ♦N. flylrft stt fTt 4aa-� 0. 4M9rMKl TRt -O ♦ r t tFwf♦, Ny ♦TH RY-C J}Il�w f • TYY>tfPft irK "�f i�N bPtfual Mft f•Ii Ra{ • '.rTt.t Ml ' � Y NfYYt uW N'F.W ¢!!•. K,T1tt t.M }Pt♦a.. r9 r,yTfp p+;r,y o•'t•Mp tPT1R.TKe KP NiittT t•MwxM .e.\" .��,� t�N�� ✓!t lTe RY N. ♦ CWNCt TO tr:H1Mt F}t- 111 q�Rt,Alti91 3'4Mt\a1R4r Wt,N1t i af+w.t TN.atp•eft � <w>•wutT K N4. dw xrtt" i t'cFI•IN xn+to.n..v:+..asp w4.,fv tPw• •e,r ♦ K♦ • «NartuTT •u.oa KYt f•a" Kw Nra.i a Ntt+ SECTION • • {e-Rl. fv♦♦ItwT a«tie•a-.9•HN ».tr rJ Fait• I t:'t MMI • � Wft ♦ t • p +1r15 Mrta.bfl MVtM•.r .1 .. A•Ya R} PbN+ei. .�RMe � t WTSfyMtr(OII[IIyR !OFu[C A.1VOM.iN Yle< yt RNTtt TMt i nt✓�.f'9 Ri M 1 Rite COIN tlpPyrltt )C\afI•aw.y�i O'VtR Kt QT.YI atCY( •�\T�1�W .terM tt to tl.ttt tr! Yaawte f\OF611t,'M YN•1 i� SECTION C _- ROADWAY SECTIONS ctrr of"wctt• t•tlwifw,•• •♦xw•T aCr Td 5f♦mil 4th ST _-- - DETAI,S THIS DR AW;Nv HAS BEEN REDUCED TO -++..- •tt _. -- APPROXIMATELY ONE HALF THE ORIGINAL SCALE - _ --L-- NwNr�'.a•�. tea♦ttf a •t N �0�4a �ON�Q4a �4G°3C�C�4 �QQC�C�4 0�1pQObC�G�C��l4 UAELPMECI (& 8-1-102(19) �L QVllIt�IU� U __IAAl (tMTRV li 6Y. E SHEET NO ' D-I _ DETAIL SHEET C-I toC-7_. GRADING,ALIGNMENT,PAVING W-1 WATER DISTRIBUTION CIT E-ItoE-7 _..._ILLUOMATION S-toS-4__ .".SIMALIZAT ION F-itoF-3_. TRENCH SCHEDULE ,'" T-ItoT-S _ CHANNELIZATION 0-2toD-5 DETA!L SHEETS -- L-ItOL-4__ ._TREE WELL LDCATIOWS - -�` - - - THIS DRAWING HAS BEEN REDUCED TO - - APPROXIMATELY ONE HALF THE ORIGINAL SCALE i 1 BEGINNING OF FILE FILE TITLEI AV F (APPROX%6+jQ Q 1.400N.t CIKEm ttwtTtwr Ft. anlM C. [R J 1 1 fIKILL SiWtHf\[ Ol MTT>CT >'YJ•n• R]9AMTTOY YR tYtx4t STT[ t[ [!YR EtE1[! N �..0b _ y Y [T.r<P+.YY aoe r.rr+oOl lw v.F. Lulrtr N n e<ovexa [S 1f[C3TT, lW t[AY9 SS}Eyt.AMIt4[ILTt. 4C iT[f]IJ. J iGi4\ M S[ft w.wl+w,s Lxn R•rar_f.[R. STA 6+05 OO Oi (A[R+3.lS Ilrt [Tplllp.:lo\, mstaLl.nn n[ oY nn lv • I I i 6 m[tr umle rt+uaY[D An+00 WIT I01M nKI LwtM•n n �YnewW +t I.Mb+T T rr, 7691-i Lt LxcLa:e L VL wvv:ao Llamz. +n snRu i t J� I C O [PA\lT Ya Yill{}Y{yl Clp LIORIM E18Tp1 N R >MM1'S>[a I >� 3 t TOP.SL MtlLMT[ REt[2 CCIi+. [h1[aE'[ •. 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S6 slalu r.K4-3. dm Ds:r:e serer. 15LANO DETAIL% 35 P:J(lf 11' \[a NILm YYS'e NIf PQ Vy \• Kr NC RT $ IR' D.t. .[MD tffi[ALL tpl[}R[ Nb uID 1"ATII[. [i[ �_ t PCSIS1pH[ Tf6(31L IIX\.SIBS y0 MTAIL YN[TT. Rn ML11i t• YIa SOLID RLLA PIJY[STgIPH. $p SRCI[4 KR[: Aly )A[R KM. KJDYI.i S.[112F aNYy t[PRT'tC6 llel U �1 I:� Pass lose u�■[us suer. nm[.sucD[e tnf cr[et Isxm. comresv[ xulL CITY OF R C K T NI v )tM A/IlCPIIATD Ntf2 STStT1Y6 Pp[PAA[LLt[T11111M tt@. Pafa AYp IYSidLL It12 OAS{ nMIYeJ.t IATI�V itYA!'K tNt[Ktttt;i YtlA1t■lk"T SK .-MGIIi IaltiJl3. j\ .LLq,a [Tl IFRJiy.•Ttin t[[I[Sf - In I4' D.C. SFDICIaTtD ft TIR bOY[CSit}Mw1•Sa b}e'S. •• St/t/TH 4TH S T Otln a• na moo 1\IIn Nts[ \rwTn. sn bKxAL ra}SIDA[ •♦ SA 20-32 TO STA M-56 x PKvta xPc Im[u rnr; •x• xxrlc.-a». see a)Kt..t PatsiYq. AIm D[TAIS s"q[. OJANIa VATIM ll [[iW[ 't}S[fYD PAVSIKY[[lan Ty[ SII..YD 1RA. !$4MD � _.. • • 4V��A YYY I O lYP[fY[ [LL bS[l1AL A®(LTSTVOL;NSSC!SHALT IStA[D. 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I 1 (, 4 2A ZD' ` ! 2 6 r n it 5 ISIOO l 00i N p IOp 2O R.B00 4'5: _ 16 _ _ 17400 i8,00 Wr00'� 17 � i s a SOUTH a 4th STREET -- -- �/ ( zr v i // 21' ` 6 10•N I I �� i 8 g+ 1 CITY OF RENTON j aflel"Kam' fs oVi.al.S.T f SOUTH 4TH STREET �- �� 4 THIS DRAWING HAS BEEN REDUCED TO � `t STA 4-W TO STT 2C.32 py 1 n APPROXIMATELY ONE HALF THE ORIGINAL SCALE i r 1 K I e ' I 2 2 S 4 � 4 ISLAND ._TAIL I I 6 2Q 20' ///1---2._ // • IQOO 12.00 t3.00 14,00 S 5 P v N N 14 _ m O s N O O F IS Ir "TH�- 4th $ �. STREET �6 ) I --.. t_ 6 6 I 20' i 9•84 ' � Y7 10• 4 ' 1 ^ /t 12.95 j ifs o. I Zul I ISLAND DETAIL rnxsx(Ilcrvn(Pns O SOLE I( f((t O 1 !1^K'S S SIK.LS a• YIP[ SALID plTi MIR STSSK. Sp i!M'ILL ' V I 'I ( � Oi lLNZ ooLvc (• Ylls muo ' L aL1oll YArR ml.es. sp afecuu. Lr lWlSlgi. I r Q OI rW,; SIPGIE a• Yta W{.lo Wm M1R aT(IIiS b! I\�454. Sp NSCIAL IAWI_IC65 \Sp PSTA(y ppT, ,Ap 1 1 � � �• k( IS•Rq SPI,IP YYIIS V\(R STI IR!q Rp! ^M. 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A1tal; TIRRITYTV •tawn it.? a Pu.no Rat.tam , m mul-I -JIM :-JIMUTIM WkwIG SOfML[ . � THIS DRAWING HAS BEEN REDUCED TO r 1 L!�1 r -•�•+- - I -- �_ _ - •�FaeJt _ APPROXIMATELY ONE HALF THE ORIGINAL SCALE '• •a.a..pro rr�e - - -+ -- 1 ^'�•- M i I „t • • • • � !_ N1f N'(�- at; _ .v a• • s�. w w yarn w m 4TH.AVE. ; •` a J .. :a e r . n a . . •a e , d . W 2 Y � � I � I l N THIS DRAWING HAS BEEN REDUCED TO APPROYINIATELY ONE HALF THE ORIGINAL SCALE L-4 G�siiati;G �y VATI GL1 AML • • f C � 1 j L 1 I Its , . PW sighs ijy+..vnVo� —1 0 1 r � �� t • 1 s r /4L!/MINA,lON • � I ' THIS DRAWING HAS BEEN REDUCED TO AoPRO%IMATELY ONE HALF THE ORIGINAL SCALE y , L-3 r Pli RT i,-R, 197< }} 4TH AVE iK ' ito ttu wtNi m . ♦ A'.M CYiMM I./RIIY✓/! TYI. .T. • /�.� [n (�l i , r _ , d y � I y� I : N II ' i JL ' u r •".. AVENUE - - E L E _ ,.' �. :7j 1 THIS DRAWING HAS BEEN REDUCED TO now APPROXIMATELY ONE HALF THE ORIGINAL SCALE JJ C;1 G'. ,ii,HrD Ky PATE HT 6. 1972 N� L-2 r��n,v ycanv �� r W Q I F 1 � Kill J I I FOURTH 'v+n.. RT a- in•.a. �,..a.. "•.e a+WF1 enr- M. ` �.__+_fiat<aeoree 'Gd•J�11' .2,rezr +E'-tA:G._ I �'. f•! HMO, r n J i � t I '� L I GVpa1 dHp.C♦ q ,-� . �el ;apgeel veyova .o: -a.e. Ll VVV A, D ,_ y THIS DRAWING HAS BEEN REDUCED TO J APPROXIMATELY ONE HALF THE ORIGINAL SCALE N� ' ,� �aQfPA�fG Kq 2fHiDN PtANHiW� G.�i DAT1 OCT 511972 K S • ,D ry 1" T4ViT -:ti_C 4 _ I♦ g a:G .nYput\ \ • --{. I n / r / •r s` 8 / THIS DRA APPROXIMATELY jY r,.31 ��< a MOfaxai[ �� aeue wart STOP Ll I �, � �t � - --r _ � :r �sue•_•--_-, { I L - uL ; jE op v C ' / �- � w�` / it ♦ < .... r 1 Ls}.rr. I •+ /// �) � . i �- , -,ter"'-�--===--_= - - I SLAND SIGN POST INSTALLATION RAILROAD PARKING AREA DETAIL I - 4.� 4 [wa�r[twW a of N:ON --THIS DRAWING HAS BEEN REDUCED - D SOUTH 4TH STREET� e+we —, � DE rang APPROXIMATELY ONE HALF THE ORIGINAL SCALE .. .� �. w.w�.usa rmi,..n a IISPI __.__- �.-_. __ TO CROSS i 6 TH AVE.PUSH ' •:T T-G m1Tl1 R LI T TON FOR } -- WALK •>Y.A[GY+tII axFrrn �I TrPF1EN7TYOF 1�PoiES k'1ENTIC4L Ex['Eai � - - - SIGNAL AN LWAAT'ily .][NnOICR 845E RATF •i L 4N0 LW.WA:RF MAST,.rM ' \ �CONTFAfTg1 SMLL aF[vVME r00w S0v�W I I IV�R[YR 4N6PoLE�ZA AM) WSTALt2 CITY _ r • �.,•.• R r ar..r- .F-•Fas cw»<�[ 1 LL PppVlFl[ POLE - ,• - h(ITf SEE WECp PMVVISjoNS W lq.ar[ srNf[•hAYff:DYI `yg�t} r .�4+EIElO — ). .. .T faW t,OC1T:M A6 NG[AT[S i511 T+E R.4 ADAPTOR PLATE DML AND ANCHOR RASE PEDESTRIAN SKN DETA►l ORIENTATION FOR TYPE 11 STREET LIGHT STANDARD \ Iw T-n[ DAVIT STREET LIGHT STANDARD _ >. TYPE I ANO TYPE 11 .TC I qT5 i'rR�Np[r Wlalx.f rv>S�1✓OL[ Lh'tl4 n[aFNlwq Oh -M[E _ QvV YM M h;F >r sa«rw •>°M ..Non [>nr�hc cuw uawri[. JUNC"ON N4X �__ I MNYI[ C!1£M)!M a 121 � fi r YMf Nl[ ][ t \ \ 1 Y.fIh C.LYF[NK \ rrK ;ix0.[• N' isfFa sib a_ `�'• vi \ CO»IIETf R,\NpATxkl . — � ,_— Tr+f'A' r1fH' - rrF.T _ F e pia e _ ?io[w.i '10.tZET V POMEE R ! �shh GROUND tLAMFR�I SINGLE SIGN MOUNTING wtza ate. r fow Sle) 0. GW-N^J ROD t Non � R, [ >+N . I, GROUNDING AND SERVICE ww T'strNorowf .a rar..eL[ h.Aftow;[R cal >\ I 120 VOLT (TY� awu. TYPE A AND T'YPE'8 STREET LIGHT POLE [".: FOUNDATION DCa,eLe SIGN MOUNTING PEDESTRIAN PUSHBUTTON MOUNTING DETAIL CITY OF R[NTON t CITV tw• IENTO NT MOUNTING TYPE •C' SOUTH 4TH STREET THIS DRAWING HAS BEEN REDUCED TO f DET- :S � APPROXIMATELY ONE HALF THE ORIGINAL SCALE """'["" +.+tu :+r—T _..., _-- _ SIMON THIS DRAWING HAS BEER tEDOCED TO •T-. L-B APPROXIMATELY ONE HALF THE ORIC VAL SCALE «aw*r SOOKAi VAPf}P LUMR1AAlE MBUNTMN i n O T E • SD[NLK I OBIE[TIOR _...-+-.-- S CONTRACT SHALL I $HCHrm ON . a MOVOC LOV LEVEL. 04-M ;I NtA N-tD L6HT5 PLAN T �T - \._.j .E ►AsSEAeLE ANn wSTL LvwN�[tuo - i LGIrTS,MRiE Alo]INS. MLEs I I CITY SHALL P"9)E .00"IT SOOT '•APOR LUNINAFIE.POLE,B Y. • WORARE EXCEPT AS uOTET. ABOVE _EE JPEbAL ��r,5� . n I _c+t+•e�..us. \ 1 \ \ i V A I Al w OF 0mT t � CR4[.11�•' 1 (fNYIL J it y,.vr /`7tL * ; .aS'!,V .�X�7.L7 '� jETgUL1! NBIB %-3I'Ii � rV.r rli. EvAIITL E. A i Y:ry r: h DU1LX OUTLET qt rTv L � \ 77IRliF I•TX II. 3 Tlal :•Kp ...A y-_„4FB ( 4ABOtl10 CAP . tffi-(i:E. NQ_�A1P CENTER OFPOLE 1 LEVEL :� •�-_ 4ABAEIR OW. � � � - � WA of BOLT CMGL[, 11•-12• MICAACESOLWY Low" sou! 'IT" / I TANDAkO DUPLEX - Bpf.Tr•,tL /// OUTiEI BOXES wo P 31,0-PIPE DUPLEX RECEPTACLE -- NOTE' TYPE le TO K tlKD NRYLE w e c 1 MTEBC1YRiRALr inTH - _ NOTE DIA OF TYPE n i TVFW t•.�1ERE uTE,1TFi Nbk\ LOCKN.T VVI 3 POLE TO OB OTHER OBSTACLES Yw4ERE YATCH THA` Wllf iT KAFOSSIBLE OF TYPE . STEEL-- PaE AS TO USE TrPE •G• COWAL HDNlm LBGHT OX TA►EMD POLEUOSELY AS I � '� wy 5•L:yLRO rA'MOLE � POSSMI[ fn �J_ \te a CITT_OF' RENTOH I � T�) t Tu.111C 9"ol.wE+iw6� ol.Ii ow F 1 I 47AMDARD 9fSE ;OVER SOUTH 4TH STREET a I LOW LEVEL MOUNTED LIGHT TYPE 3 8 TYPE 4 STREET LIGHT POLE — - r°•� —— - 1 f t THIS DRAWING .'AS BEES REDUCED TO 1 APPROXIMATELY ONE HALF THE ORIGINAL SCALE ,Ta /Y. fAM. ....� 1 MNa(ec rtw 1 ' I utcvns P. i1 3 trap Gr Pec • ' 1' "1.A MYVeK i tt�rr I I TYPE II LIGHTING- I HT CONTROL CABINET t I I MDUNTING DETAIL A. �(ru ..—T _a-..w m(s.,un(a.•u.0 .:a it41TUJ. W� z r wtit No, L ((v w. tuy,.y(1r-IF1WtY4tt9— a e 1 . Q6[ Y _ wi� 3.TW WM`rA 'l }.S�_.� tttM tettOr-t� T� MODIFIED TYPE D - - '_ CONTACTOR SCHEMATIC INSTALL IN TYPE 'A CABINET �I I T } � • —ro wrn.tw. coMTtoc ,<. ., .1 •i a.. ULL Wow- td 0ti w OMr.ry�l YYY ' i l_ c(KfTa ri 'MT TYPICAL —�'- LIGHT STANDARD '°' } u• P LAN DIAGRAM i TYPE I B TYPE S Nx..: .s LOW MO'JNTI%G LEVEL IN ANDESENT CONTROL (INSTALLl INTY I LIGH DIAGRAM A CONTROL CABINET) !.1 w sr CITY OF RENTON ��rr tNt.N[tw.w• OtlwwTriM• E LE VATION -( • SOUTH 4TH STREET Of TA,, BASE AND MOUNTING DETAIL FOR TYPE 'D ILLUFAN'4:TION TYPE A CABINET • [ Ld[S2NKilaN IFJlf2 , Ot IIA,1 SI d• "IN Hnttu PFTt mm HMI". HQ EICCIR!. [ FRW .tOY. - 1 1 (D It, EtK1Ri. FDIN24Ia•U. ' 1 run a:N6Li d- Y2oc Sotto!HIES II',rRI", fCN LRpL �r(� IMIIRA.S. YHN FT2CIRL FYiY1;ILW$Rti^, fl:REt .,ttm 0./ nM2 [H^ N3[6."b"In FA2Hr RRFFS fIxt lS4P M\. In illflLL.+`ti:V TRIM M.' WSRI1 dNFHT. � ' OS FUIi IS' i{pi H431C YY[2d 'N'.2 6'IiFE Wli.<MyIYR:d[. SEt /� SF[fL11L PIGfIHIpNd AND LE"AiE LKP. I i 1 IWS ApHhiPLATi FRIJF 32N1PiF10 fl•Y FRMCY.t IAAfYd F:ffi. � ' �J Hd[ 5stftAL FNt2Ht�iVF. ` tqt� tYY RS) :[TC y'VTXNL:F`F ,9N.CiTA4Tt L!t2t RTPb:(+WV2 K.D t NG sl.1t III, 1 ... Gv\YIllLL \SLL F.IttiA ITh1.5 AT � TY+ IINFUT[f EV T1T ASCME CM[,^.Ir2n1�W ✓T:.6. _ �T{ . 3) o I _ 1 ry� m !L ?a^' i m m� ? 28A(X7 N — N 7CI Ip0 ! �100 1 fiQ}/�__"'.' 00 I �_N _�_A_8A99J^f 5 4 !1 i ��a I �• +• i \ SOUTH 4th STREET 22' i 22'_� - I \\ (\ Jl OI 1`IJ1 J ' 1 4 �� + g•. 2Br75 J w 4 �__ 29�29 31.67 fr I II - a I 10.2S 1 N I It 2 J a 0 CITY OF RENTON IY� {N4IN(90INN O�.A.TY<NFrR ` SOUTH 4TH STREET STA 26AA TO STA 32MC THIS DRAWING HAS BEEN REDUCED TO _ ----.- OMNELdaT10N wil ..» APPROXIMATELY ONE HALF THE ORIGINAL SCALE � _ ^�..^,_•,•,,..-.+N+Inr•D\. »�� --� ,q I ^tf i i I i :UNWARY OF U OZ. FAIR PAACTICLS POLICY ` OF THE CITY Of ACNION Y ADOPTED NY RESOLUTION NO. 1805 The policy of the City of Renton 1. to promote and afford egcai treatment and service to all cl tizens and allure equal employment opportunity based _ on ability and fitness •O all persons regardless of race, creed, color, retlonll Origin, $er, physical handicaps or age. This policy shall apply to every •$pact of employment practices. employee treatment and public contract. In keeping vith thil Principle the following quideliy ire established . and 1r.a '1 Le Lb♦ governing policy for all department. the City Of Renton. J. EMPLOYMENT - R•cruitina, hiring and appointment practices shall be conducted Nol&ly on the basis of ability and fitness without regard to f race, color, creed, national origin, sea, physical handicap Or age. q. PROMOTION - Promotion, dovngrAdino, layoff, discharge and inter- departmental transfer shall be dependent on individual performance and work force needs without regard to race, color, creed, national origin, lei, physical handicap or age, an .', whenever applicable, in agreement _. ✓ith WaahinytOn State Council of County and City Employees, and in com- pliance - ch governing Civil Service Laws and Regulations. J. TRAINING - All on-the-Job training end city-supported educatl OnAl oppGrtunitle• shall be administered without discrimination to encourage ' the fullest development of individual interests and Aptitudes. -- a. SERVICE AND E.NPLOYrF. CO__v DUCT - The City shall doll fairly and equit- ably with ail citizens it serves and all persons :t employs. City depart- ments shall maintain the policy Chat no city facility shall be used in the furtherance of any discriminatory pr&itice. Each official and employee Shall be 10Sponslble to carry out the intent and provisions of this policy. I. COOPIPATION wzrm HUMAN RIGHTS ORGANIZATIONS - The City shall cooper- at, to the fullest errant possible with all organizations and commi,siois concerned with fair Iracticee and equal opportunity employment. Such or.onization. inclw,,e, but are nOt limited to, the State Human Rights Com- mission, the Seattle Numan Rights Commission, Seattle Women#' Commission and the Seattle Technical Advisory Committee on Aging. 6. AFFIRAArl VL ACTION PPR;)GRAM - TO facilitate equitable represen_ati On within the city work force and assure equal employment Opportunity Ol minorities and women in City Government, an Affirmative Action Program shall be initiated and maintained by the City of Penton. It sha'1 be the responsibility and duty of all City Officials and Department Mello to carry out the pol.cus, guidelines and corrective measures as set forth by this program. - 7. CONTRACTORS' nNLIGATION - Contractors, subcontractors and Suppliers conducting business with [he City of Renton shall affirm and subscribe to the Fair Practical and Non-Discri Ninatior. policies set forth therein. N. POSTING OF POLICY - Copies of this policy shall be distributed to all city employ&.., shall appear in all operational documentations of the City, including bid calls, and shall be prominently displayed in all city facilities. CONCURRED IN by the !'it, Council of the City f Renton, Washington his I^' - day of July 1977. I CITY 01 RENTON Rs'NTON CTTr COUNCIL .y Garrett, Mayo. Karl VI year ncil Pree. ATTESI: w// Pro fe1 Ne • • We/sOn, / &A I I � I f Material for paint striping shall bf provided by the city and all such ' orriping sha'.1 be installed by the City. All equiprent to be supplied by the City shall be deliocred to the Contractor at the L.!y of Renton Yard, and it shall be the responsibility of the Contractor to move the equipment to the fob aita. is The Contractor shall Furnish and/or inst.11 s" -ials necessary at each location to have t properly functior' - signal system f and a properly operating street illumination 1 in accordance with the attached Plans, aid the Special Fro%a contained herein. NOTE: Landscaping and related work will bid as a separate project. L- 1 1 s' .v . I SCOPE OF WORK ' r The work involved under the terms of this document shall be performed ` under the condition of the contract to construct approximately 0.6 miles nf collector arterial on existing South 4th Street from Rainier Avenue -• South to Main Avenue South. The existing pavement shall be widened and overlaid with asphaltic concrete paving to the limits shown on the s Plans, complete with Portland cement concrete curbs and gutters, Portland s cement concrete sidewalkd, storm drainage and related facilities, utility adjustments, driveway construction, side street approach adjustments, and related work. Said improvements include street lighting, traffic signalization and t <hanneliz ation. The work to be performed shall consist of installing traffic signals, 'tlumination systems and channelization at the locations indicated on the Plans within the City of Renton. The work shall include but not be limited to the furntshing and installing of all concrete foundations, conduit, junction boxes, elring, electrical services, pedestrian eignai standards, pedestrian pushbuttons and signs, and associated pole hd:•dW.re, low level mounted pedestrian lights, master contactors, Type iI street lighting control crt inet and control components and quick disconnect kits, and the asemblying and installing of all traffic signal controllers and cabinets, all Type I, II, III, and IV street lighting standa.de, all traffic mast arm signal poles and all associated hardware ant all vehicle and pedestrian signal heads and mounting frameworks which will be supplied by the City, all in accordance with the attached Plane, these Special Provisions, and the Standard Plans and Specifications. 4 ,+1so the Contractor shall remove raised channellaation items and provide and install all mater'.als for the const _lion of raised aophalt traffic islands, other raised chcnnelization, and buttons. All channelization shall be in accordance with the attached Plans, these Special Provisions, t and the Standard Plans and Specifications. 44 t" a INDEX CONPINL'ID Pa�,e Signal Heads 58 Pedestrian Pushbuttons and Signs 59 Inductio.. Loop Vehicle Detectors 60 a Controller a::u Cabinet Installation. 61 ■ " Pedestrian Signal Pole 61 Traffic Signal Mast Ann Pole 61 Side Mounted Terminal Compartment 61 Signal Service 62 Street light Pole and Luminaire 63 Light Control Cabinet and Control Components 65 Master Contactor and Cabinet 66 Street Light Circuit installation 67 Channelization 66 Painting 70 Removal of Existing Signal System 70 Revisions of Overhead Building Awning 70 Project Constructior Sign and Flagging 70 4 t,- 1 INDEX. CONTINUED (' paRe 1'onuments 32 Removal of Existing Street Improvements 33 C Adjustment of New and Existing Utility Structures 34 rinishing and Cleanup 34 e Sanitary Sewers and Storm Drains (Division 3) 35 Pipe Materials and Testing for Sewers, Drains, and Culverts 35 Trench Excavation, Backfill, Foundation and Bedding for Sewers 36 Catch Basins 38 t Finishing and Cleanup for Underground Conduits 38 Private Property Restoration 39 Water Dittribution (Division 4) 40 Pipe for Water Mains 40 Trench Excavation and Backfill for Water Mains 40 Pipe Installation for Water Maine 40 Gate Valves for Water Pains 43 Railroad Parking Area 44 Standard Drawings 45 Schedule D Concrete Work 49 Asphalt Work 49 Concrete Foundation and Pole Location 50 Conduit 53 Junction Boxes 54 Electrical 55 Trench and Backfill `.7 Cabinet Painting 58 r► r� INDEX CONTINUED F Page General Requirements and Ccnvenants - Division I 5 Definition and :erms 5 r Proposal Requirements and Conditions 6 s s Award and Execution of Contract 6 Scope of Fork 7 �. Control of Work B Control of Materials 9 Legal Relations and Responsibility to .he Pub11r 9 t Prosecution and Progreso 14 Measurement and Pavment 15 Additions to the General Requirements and Covenants 16 State of Washington Standard Specifications for Road and Bridge Construction, 1973 20 Amendments to the Standard Specifications 21 , SECTION III - TECHNICAL PROVISIONS Bchedut A _ reet and Related Construction (Division 2) 23 V Street and Drainage Excavation 23 Subgrade 24 Water 24 4- Crushed Surfacing, Ballast_ng, and Stockpiling 24 Asphalt Treated Base 25 Aspnalt Concrete Pavement 29 Incidental Asphalt 30 Cement Concrete Curb, Curb and Cutter 31 Cement Concrete. Driveway 31 Cement Concrete Sidewalks 32 1 t t , i 9 _a � � - �..: _ - w v � ••- awl _ d ' J► i ! ~ / ♦" Zul: Of J1 v ;' / Iin %� ,! Y � �\' \ oat c,w �aa ip i u 'Zm ? ;: ....... E 04 O 40 / —. # vZQ 4 z O �' Ivi �u L �, V ` - , r v, m w oj.; z uw fti � � + I� $ d F Of c 'I - Ln Z @ � Z , CY W �'. > > V� 0 Of 1 a � � .ca n 7m ' V CLj ' U Z 4 Q STORM MANHOLE (STORM TYPICAL DETAIL NO SCALE J A /Y .� Costing • Oty. Fary #5920 or Equal Adjustment -12° Mal. j Cons e M 8!2— "I Precast Section I, ., • �-- Sleps / Deformed Bar 4e~ 1� Ladder- Standard Aluminum . i or Golyonwd Steel Max. Pipe Size-21R I.D. IL i AI Mortar Fll lfl � CR•' 81 MT- "' °i ' ` - Precast Base Section or • ;:: Cost In Place I r..y fill Min. CITY OF R E N T O N [NGIM[ERIN4 O[RARTY[Ml STORM MANHOLE rYPICAL DETAIL x_- iSTANDARD 1 `y, • Technical Provisions a MANHOLES Manholes shall conform to Section 63 of the Standard Specifications and the Standard Drawing as per these Special Provisions except as modified herein. Manhole covers shall he Olympic Foundry No. 5920 7" depth, Style C. or approved equal. The location of manholes shall be staked in the field by the Engireer. A minimum of one (1) :ourse of 8" wide brick shall be planed under the frame for adjusting. The bid price for manholes shall be full compensation for all labor, equipment, materials, including adjusting frame to final grade, and all incidental costs necessary for furnishing and placing manholes complete. k. CIT'. OF RENTON DEPARTMENT OF ENGINEERING MUNICIPAL BUILDING RENTON, WASHINGTON 98055 w APRIL 2, 1973 t■ ATTENTION: ALL BIDDERS 6 PLANHOLDERS t' CITY OF RENTON SO. 4TH STREET PROJECT UAB 8-1-102(19) ADDENDUM NO. 1 Section I - Legal and Bid Documents Instructions to Bidders G, Section 1 , paragraph 1 . Change time to 2:00 o'clock P.M and add April 12, 1973. Proposal rp!inge Item 25 to Standard 48" storm manhole. �. Section II - Special Provisions Page I - Date of Bid Opening. Add until 2:00 o'clock P.M. April 12, 1973. Page 1 - Time of Complc- on - Subs 'ute the second sentence, first pa-agraph with. "The project shail be completel within one hundred and eighty (180) calendar days xcluding the day of starting. Technical Provisions - Schedule A Section 64 - Catch Basi c Illiminate Catch Basin Type II Add specification for manhole Add manhole drawing Add catch basin drawing i A CERTIFICATION OF RECEIPT OF ADDENDUM NOTE: This certification must be included with the bid document in order for the Proposal to be valid. r r. THE BIDDER HEREBY CERTIFIES THAT HE HAS RECEIVED ADDENnUM NUMBER PY DATE ti 7, i� w 1 � AWAR ED CoEEirar! TO Y f ENGINEERING DIVISION Bid Proposal A 8peoifications for Street Improvements on .6 South 4th Street Rainier Ave. S. to Main Ave. S. L .ncludes 8. 4th Pl. 4 portion 8hattauk Ave. S. U.A .B . Project No, ' - 1 - 1©2(19) CITY OF kENTPUBLIC WORKS WORKS DE'.PA41• .RENT MUNICI►AI .UIIOING 2AO Mlll AVE S RENTON WAIN W055 . (7061i3• 2631 wlflNn�lUn !3401 IREIIf VUE REOMO/E)ROAD SUITf IOi ENGINFERI MCPWICT+ MANNERS WOO 45 YELLEVUE. WAS, NOTON MOOD 1 S 4TH PL FROM RAINIER AV S - SHATTUCK AV S��Zja-3g9 f` 33-3.03 - HFATING OF ASPHALT "ATERIAL Th; heating of the asphalt material shall conform to the requirements of Section 34-3.04. . 1 33-3.04 - MIx1NC r• The ATB shall be mixed in accordance with the requirements of Section 34-3.06. 33-3.05 - HAL2I9G EQUIPofFNT Trucks used for hauling ATB shall have tight, clean, smooth metal beds which have been thinly coated with a minimum amount of mixture of water and light oil or diesel oil before receiving a load of mixture. Excess water and oil shall not be left in the bottom of the trucks. Each truck shall have a cover of canvas or other suitable material of such size as to protect the mixture from the weather. 33-3.06 - SPREADING AND FINISHING ATB shall be spread with a spreading machine equipped with a stationary, vibratory or oscillating screed or cutoff device subject to the approval of the Engineer. Final approval of the equlpnen• shall be based on a job demonstration that the finished base will meet all the requirements of these specifications. Autom^.tic screed controls may be employed but will not be required. 33-3.06A - SLBGRADE PROTECTION Unless otherwise directed by the Engineer, the Contractor shall place ATB as a protection for a prepared subgrade on sections which are to recieve ATB, as soon as 10,000 square yards of the subgradt have been completed. This requirement shall not nec^scarily be limited to contiguous areas on the project. 33-3.063 - FINAL ATB COURSE x The final surface course of the ATB section, whether constructed in one or more lifts, shall not deviate at any point more than 3/8" from the bottom of a 10 ft. straightedge laid in any direction on the t -face on either side of the roadway crown. Failure to meet the above requirement wi. necessitate sufff�lent surface correction as to satisfy the requirev.ent and this shall be done at the Contractor's expense. R. 28 t I I 33-3.0:A- okveR T The dryer shall be capable of drying the aggregates and heating them to the required temperature. 33-3.01R - PROPORTIONING f` The mixing plant shall be capable of proportioning the aggregates and asphalt within the range and at the rate specified by the Engineer. If the mineral aggregate is furnished in a single stockpile, the mixing shall be accomplished in a continuous mix or batch type plant meeting the requirements set forth � .' in Section 34. With either plant type, provisions shall be made to separate the aggregate into at least two different sizes immediately after heating in the dryer. If the contractor furnishes the aggregate in two separate stockpiles and feeds each size separately into the cold belt or'elevator in the propnration required to provide a completed mixture meeting all requirements of these spe,.ificatfons, and if the .ze separation of the stockpiles is such that neither pile contains more than 75E of the total aggregate, the requirements for a screening or gradation unit immediately ahead of the pugmill mixer .'ll not be required. If the Contractor elects the separate stockpile alternative, he may provide either a batch type of continuous mixer. If a continuous mixer fa used, the requirements for calibrated gates and sampling devices for each bin o: size of aggregate will not be required provided that th asphalt pump and the aggregate feeder are so - ichronized that the quantity of asphalt delivered to the mixer and incorporate_ into the mix can be controlled accurately. 33-3.01C - MIXER The mixer shall be capable of producing a uniform mixture of uniformly coated aggregate particles meeting the requireme xs of these specifications. 33-3.02 - PREPARATION OF AGGREGATE Sregatea for AT$ shall be stockpiled before use in the event they do not _aet the specifications in their natural state. The aggregates shall be heated to a temperature directed by the Engineer but within the limits rf • 2750 and 350° F. '5 27 1 ' ri- 33-2.02 MINERAL AGGREGATF , Aggregates for ATB shall be manufactured from ledge rock, talus, or gravel in accordance with the provisions of Section 22, and shall meet the following test requirements: f Los Angeles Wear, 500 Pev. (AS'iM Designation C131 . . . . . . 302 max. Degradation Factor (WSHD Test Method No. 113A) 15% min. Aggregates for ATB shall meet the following requirement for grading: I Pass 2" Sieve (Square opening) 100% ;wy Pass 1/2" Sieve (Square opening; 56-100 Pass 1/4" Sieve (Square opening) 40-78 Pass U.S. No. 10 Sieve 22-57 Pass U.S. No. 40 Sieve 8-32 Pau U.S. No. 200 Sieve 2-9 Paving Asphalt, X of total mixture 3.0-5.0 I (Exact percentage of pavi--a asphalt to be determined by the Engineer ). When tested in accordance with ASTM Designation D2419, the mineral aggregate shall have a sand equivalent of not less than 35. i 33-2.03 - TEST REQUIREMENTS When the aggregates are combined within the limits set forth above, and mixed in the lahoratory with the designated grey, of asphalt, the mixture shall be capable of meeting the following test values: Stabilometer Value . . . . . . . . . . . . . . . . . . . 20 min. L,. Cohesiometer Value . . . . . . . . . . . . . . . . . . . 50 min. Modtfled Immersion Compression (M.I.C.) Test, X Retained Strength . . . . . . . . . 70 min. 33.3 - CONSTRUCTION REQVIRr:fEl7TS 33-3.01 ASPHALT MIXING PLANT Asphalt mixing plants used to produce ATB sh:,ll be capable of meeting the following requirements: 26 t Si i 23-4 - "'rASI'PEN.rm Crushed surfacing, top couae or base courre, wilt. be measured by the ton. Tonnage will be verified in accordance with Section 21-1 of the Standard r' Specifications. 23-5 - PAYMENT Payment for crushed surfacing top course or crushed surfacing, base course will be at the respective unit price bid per ton in the Proposal. Payment will be considered ab full coe.pensation for furnishing, placing and compacting the material. SECTION 33 - ASPHALT TREATED !EASE (NEW SECTION) . This section replaces vaceced Section 33, "Bituminous Plant Mix Pavement. The asphalt treated base for this project shall be placed .n one lift and to a compacted depth as shown on the plans. 33-1 - DESCRIPTIONS Asphalt Treated Base, ATB, consists of an aggregate base material which has been waterproofed and stabilized by plant mixing with an asphalt binder. This work shall consist of one or more courses of ATB placed directly on the subgrade or an untreated aggregate base in accordance with these specifications and in reasonably close conformity with the lines, grades, thicknesses, and typical cross sections shown on the plans or established by the Engineer. 4., 33-2 - MATERIALS 33Y2.01 - ASPHALT f Th,. 1alt binder shall be 85-100 penetration paving asph.>lt meeting the requirements of Section 27-1.)ID. i 25 1 r r- Any excavation beyond the limits shown on the drawings, unless ordered by i :i.a Owner shall not be paid fo-. SECTION 15 - SL'BGR..DE f 15-2.01A - CO.T%CT.ING EQUIPMENT Mechanical tamping shall consist of hand-operated mechanical or pneumatic tampers as outlined in Section 15-2.01A of the Standard Specifications and shall be required where called for in these specifications, on the plans and where directed by the Owner. Mechanical tamping shall be considered as incidental to the construction and all cost thereof shall be included by the Contractor in other pay items within this contract. No further compensation shall be made. SECTION 16 - WATER Water shall be acquired and placed in strict compliance with Section 16 of the Standard Specifications. 16-5 - PAYMENT Payment for furnishing and placing .rater shall be made at the unit price t per thousand (M) galluns of water as set forth in the Proposal and shall be full compensation for . 11 labor, material, equipment (including hauling and applying) and incidentals. L SECTION 23 - CRUSHED SURFACING, B....LASTING. AND STOCKPILING Crushed surfacing course, (1-1/4") (-) shall meet the requirements as outlined in Section 23 of the Standard Specifications. The Contractor y shall select the source, but the source and quality shall be approved �.• by the Owner. If where deemed necessary by the Engineer, (S/B") (-) will be substituted for the (1-1/4") (-) at the same bid price. 24 4 DIVISION 2 - STREET AND RELATED CONSTRUCTION SECTION 13 - SiRF.ET AND DRAINAGE EXCAVATION Unclassified excavation shall be in accordance with Section 13 of the Standard Specifications e-cept as modified herein. Unclassified excavation shall include all materials excavated from the construction site and shall be used for roadway embankment or wasted, as determined by the En^sneer. All existing pavement within the construction limits shall be considered as part of the unclassified excavation. All areas shall be excavated, filled and/or backfilled as necessary to approach the grades shown on the drawings. In filled and backfilled areas, fine grading shall begin during the placement and compaction of the final layer. Firal grading shall produce a surface which is smooth and even, without abrupt changes in grade. Embankment shall be performed in accordance with Section 13 of the Standard Specifications. Compaction of embankment shall be by Method B, described in Section 13-3.10E3 of the Standat, Specifications. Embankment compaction shall be considered incidental to and part of the price. for Unclassified Excavation. SECTION 13-5 - PAYMENT The price for unclassified excavation shall include all coats of labor, equipment, and el. incidental costs in connection with excavation, grading, placement of embankment and wasting. The price per cubic yard shall consititute corplete compensation for materials excavated from the roadway and used for roadway fill or wasted,whlchever - is detenined by the owner. I 23 1 l if I r TECHNICAL PROVISIOM SCHEDULE A r force shall be limited to 1,000 pounds; provided, this is not in f" excess of the force as calculated above. To limit the sidewall pressure at bends in duct and conduit runs, the pulling force in pounds shall not exceed 100 times the radius of the bend t, in feet. Adequa� , lubrication of the proper type to reduce friction in conduit and duct pulls $hall be utilized as necessary. The grease and oil-tppe lubricants used on lead sheathed cables shell not be used on non-metallic sheathed cables. SECTION 9-29. ILLUMINATION, SIGNALS, ELECTRICAL (March 3, 1972) Section 9-29.26, Electrical Circuit Breakers and Contactors, is a new section to be added to the standard specifications and considered a part thereof. 9-29.26 Electrical Circuit 3reakers and Contactors - LI&hting contactors shall be rated 240 or 277 volt maximum line to line voltage for tungsten and ballasted lamp loses on 120/240/277 volt r.ircutio, which- ever is applicable, or they shall be rated 480 volt maximum line to line voltaLe for higher than 277 volt circuited tungsten or ballasted lamp leads. Circuit breakers shall be 240 or 277 volt maximum rated for 120/240/277 volt circuits, whichever in applicable, and shall have an interrupting capacity (R.M.S. - symmetrical) of not less than 10,000 amperes. They shall have not lase than 480 volt rated for circuits above 277 volts and shall have an interrupting capacity (R.M.S. - symmetrical) of not less than 14,000 amperes. L 22 r AMENDtMNTS TO THE STANDARD 1PECIFICATIONS f` The hereinafter contained amendments to the State of Washington Standard Specifications for P.oao aid Bridge ::onstruct Ion, 1972 are hereby made a part of this cont •ect ar,: supersede any co:- - icting provisions of the standard specific.,-, ions. For Informational purposes, the date following each r title of the amendmer..a 'Indicates the implementation date of the amendment or the latest date of revision. SECTION 8-20, ILLMNATION, SIGNAL SYSTEMS ( Feb. 28, 1972) t - Conduit - The fifth sentence of the fourth paragraph of section 8-20.3(5) of the standard specifications shall be deleted and the following substituted therefor: Immediately before joining the threads of all conduits and fittings, they shall be well painted with a thread lubricating compound consisting of colloidal copper suspended in a petroleum vehicle. Wiring - Section 8-20.3(8) of the standard specifications Is hereby supplemented to include the following: Without exception, when conductors either cable or single are being irstalled, care shall be exercised to nt,t exceed tension limitations recommended by manufacturers, and an stated in these special provisions. Conductors may fe pulled directly by hand. However, if conductors are pulled by any mechanical means, a dynamometer with drop-needle hand shall be used on every mechanical pull. On mechanical pul:.s, insulation shall either be stripped off the loilvidual conductors, conductors formed into a pulling eye and be firmly taped before pulling; or, a cable grip shall be used. The _ pulling force applied directly to the conductor; i.e., when pulling eyes are used or when the conductor is formed Into a loop, shall be limited to 0.008 pound per circular H:1 area of copper conductor. When a cable grip is applied over nonmetallic sheathed cables, the maximum pulling 21 STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTi .TION, 1973. r The State of Washington Standard Specifications for Road and Bridge Con- struction, 1972 are the basic specifications for work related to signalization, street illumination and channelization as contained in Schedule R of these r Special Provisions. In connection to work related thereto, the State of Washington Standard Specifications for Road and Bridge Construction, 1972, shall be hereinafter referred to as the Standard Spec if icecion3" and said specifications together with tha laws of the State of Washington and the Ordinances and Charter of the City .f Renton, so far as applicable, are hereby included in these speci- fications es though quoted in their entirety and she1J. apply except as , amended or superseded by these Special Provisions. A copy of these Standard Specifications is on file in the office of the City Engineer, :luniclpal Building, Renton, Washington, where they may be examined and consulted by any interested party. Wherever reference is made in the Standard Fpecificatfons to the 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 City Engineer, City of Renton or his duly authorized assistant or assistants. 20 1 f! The costs o' such arbitration shall be borne equally by the City and the C ontractor unless it is the majority opinion the- the Contractor's r'-- filing of the protest is capricious and without reasonable foundation. In the latter case, all cobra shall be borne by the Contractor. The venue of any suit shall be in King County. Washingtnn, and if the r Contractor is a non-resident of the State of Wachington, he shall designate an agent, upon whom process may be served, before commencing work ender this contract. 10.08 - CLAIMS If the Contractor claims that any additional requirements, by drawings or otherwise, .nnstitute changes and require additional payment under this Contract, he shall give the Owner and Engineer written notice thereof within ten (10) days after the receipt of such requirements and before proceeding to execute the changes, except in an emergency endangering life or property. If no v-3tten claim is made by the Contractor within ten (10) days, such omission stall constitute acceptance by the Contractor that no claim for additional payment will be made. V f 19 10.07 - DISPLTES AND LITIGATION („ Any questions arising between the Inspector and the Contractor or his Superintendent or Foreman as to the meaning and Intent of any part of the Plans and Specifications shall be immediately brought to the attention of the Engineer and will be adjusted by him. n Failure on tM part of the City Engineer or his representative to discover and condemn or reject bad or inferior work or materials shall not to construed as an acceptance of any such work or materials, or the part of r 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 City Engineer shall determine the quantity and quality of the several kinds of work embraced in these improvementa. He shall decide all questions relative to the execution of the work and the inter- pretation of the Plans and Specifications. 'n the event the Contractor is of the opinion he will be damaged by such interpretation, he shall, within three (3) days, notify the City Engineer and the City Clerk in writing of the anticipated nature and amount of the damage or damages. In the event an agreement cannot then be reached within three (3) days the City and the Contractor will each appoint an arbitrator and the two shall select a third. No one shall be qualified to act au an arbitrator who has, directly or Indirectly, any financial interest in the Contract or who has any business or family relationship with the Owner, the Contractor or the Engineer. Each .rNitrator selected shall be qualified by experience and by knowledge of the work involved in the mat_er to be submitted to arbitration. The decision of the major, of the arbitration board shall be binding upon both parties and stall be deliveted before any work is performed upon the feature in question. The arbitration shall be conducted in accordance with the statutes of the State of Wasiington and court decisions governing such procedure. 18 1 r i The Contractor shall he responsible for icquirirg the reaessary change orders that are required by any of his subcontractors. 10.04 - EXAMINATION OF CO"TLETED WORK If the Engineer requests it, the Contractor at any time before acceptance ,.t of the work, shall remove rr uncover such portions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Specifications. Should the work thus exposed or examined prove acceptable, tht uncovering or removing, and the replacing of the covering or making good of the parts removed shall be paid for as Extra Work, but should the work so exposed cr examined prove unacceptable, the uncovering, remcving and replacing ahail be at the Contractor's e;<pense. In the event that any material or workmanship does not meet the require- masts or specifications, the City may have the option to accept such material or workmanbhip if the City Engineer deems such acceptance to be in the best interest of the City, provided, the City may negotiate payment of a lover unit price for said material or workmanship. 10.05 - CLEANING UP The Contractor shall remove from the O:roer's properry and from all public and priv.,te property, all temporary structures, tools and equipment, rubbish and waste materials resulting from his operation or csused by his employees, and shall remove all surplus materials leaving the si'.e smooth, clean and true to line and grade. -- 10.06 - PAYMENT FOR WORK BY OWNTER The cost of the work performed by the Owner in removing construction equip- ment. tools and supplies in accordance with P.:rngraph 10.05 and in correcting deficiencies in accordance with Paragraph 6.02 shall be paid by the Con- tractor. i 11 1 t � - All buried pipe shall be laid upon prapared foundation or bedding material so that the bottom luadrant is uniformly supported throughout its entire length, as specified in Section TRENCH EXCAVATION, BEDDING AND BACKFILL. f 74 - CONSTRUCTION a. Laying and Jointing: Cast iron pipe, ductile iron pipe, and accessories shall be handled in such a manner as to assure delivery to the trench in sound undamaged condition. Particular care shall be taken not to injure the pipe lining and coating. Cutting of pipe shall be done in a neat, workmanlike manner with an approved type mechanical cutter without damage to the pipe. Jointing st ill be accomplished in accordance with manufacturer's recommenda- tions. Pipe placed within the limits of steel casing as shown on the plans shall be backfllled with suitable sand to restrict pipe floatation. The Contractor has the option of air-blowing o, pumping the sand. The cost of the sand, placement and related work will be incidental to pipe materials and no com- pensation will be made. b. Bends and Curves: Deflection from straight line and grade, as required by vertical curves, horizontal curves and offsets shall not exceed the maximum deflection per joint as recommended by the pipe manufacturer. If the align- ment requires deflectica in excess of the maximum recommended, special bends cr a sufficient number of shorter lengths of pipe shall be used to provide angular deflections -ithin the limits set forth. C. Special Anchorage: All free ends, bends, tees, laterals and an/ change in direction of piping shall be adequately braced and blccked to prevent movesent from thrust by use of concrete thrust blocks, tie rods and joint harnesses. Concrete thrust blocks must be poured against undisturbed ground. Thrust blocks shall be provided at all changes in direction of piping. In addition, all joints at bends or changed In direction, to a point at least three joints beyond the 41 O } i r DIVISION 4 - WATER DISTFIBCTIOS SECTION 72 - PIPE FOR WATER MAINS All pipe sizes as show on the drawings, and as specified herein, are in r reference to "nominal" diameter, unless otherwise indicated. All piping materials, valves, and fittings shall conform to A.P.W.A. Standard Speci- fications and shall be in accordance with the City of Renton Requirements. All pipe, valves, fittings, and specials shall be for a minimum water working pressure of 1.50 psi or as revised by City of Renton Standards and shall conform to the requirements of the applicable sections of the A.P.W.A. Standard Specifications. i SECTION 73 - TRENCH EXCAVATION AND BACKFILL FOR WATER MAINS Trench excavation and backfill shall conform to A.P.W.A. Standard Specifi- cations and shall be in accordance with the City of Renton Requirements except as modified herein. Trench excavation and backfill shall be Class A. Bedding classification and gravel requirements shall conform to Section 51-3.03B of these Special Provisions. 73-3 - MEASURE"GENT AND PAYMENT Trench excavation and backfill are incidental to the furnishing and placing of pipe. The bid price for bedding gravel peg' lineal foot In place shall be full com- ,y.., pensation for selecting, transporting, implacement, and compacting the bedding gravel. 10 further compensation will be made. -` R ,a SECTION 74 - PIPE INSTALLATION FOR WATER MAINS 74-1 - GENERAL Pipe installation shall be in accordance with Section 74 of the A.P.W.A. Stan- dard Specificaticna, except as modified herein. 40 I II I 62-2 - PAYMENT Payment for finishing and cleanup tor underground Conduits shall be considered incidental to the project and no separate compensation shall be i made. SECTION 71 - PRIVATE PROPERTY RESTORATION i 71-1 - GENERAL. , ff The scope of this section is limited to those arias where individual i l property owners have improved their properties or the road right-of-way immediately in front of their properties. It Is the intent of this section 1 � to provide for the restoration of these improvements exclusively and not .. to provide additional contractor compensation for finishing and cleanup. 71-2 - PRECONSTRUCTION PHOTOGRAPHS The Engineer will make preconstructfon photographs immediately prior to Initiating construction in order to provide a substantiated record of the condi"on of existing improvements. These photographs shall be consider, as indicative of the nature of the original improvements in determining the adequacy or inadequacy of restoration. 71-3 - INDIVIDUAL F',ESTORATION REQUIREMENTS It will bthoove the Contractor to take every possible precaution to preserve the existing improvements. All damages to exist. ,• improvements from the Contractor's operation, whether with'n the road right-of-way or in private property shall be the sole responsibility of the Contractor to remedy. All such areas shall be restored to their preconstruction equivalent to the satisfaction of the Owner. 71-3.05 - MISCEL"U;E01;S All utilities including but not limited to sewer, water, gas services, telephone and power interrupted or uprooted during construction shall be repaired, replaced and/or rertored to the satisfaction of the Owner. All guard poets, traffic signs and rail boxes which are removed or disturbed during construction shall be reinstalled or replaced to the satisfaction of the Owner. All costs of repairing utilities interrupted or uprooted, replacing guard posts, traffic signsand mail boxes, shall be considered Incidental to the contract and no separate payment will be made. +r IL 39 1 SECTION 64 - CATCH BASINS r Catch Basins shall be constructed in accordance with Section 64 of t' Standard Specifications and Standard Plan No.s 49, 52, and 55. Cast iron game and covers Shall be Olympia Foundry No. 5435 or approved equal. Catch Basin Type I shall be Craystone No. CB-15 or approved equal. Catch Basin Type II shall be Craystone No. CB-19 or approved equal. The location and grade of catch basins shall be staked in the field by the Engineer. Catch Basin cover frames shall be installed in a minimum of two courses of adjusting bricks. All bricks shall be installed with full mortar coverage and shall be plastered to a depth of 3/4 inch on the outer surface. Catch Basin covers shall be adjusted to the elevation designated by the Engineer. Backfill around catch basins shall be compacted Dy mechanical tampers in accordance with Section 13-3.1OE3 "Method B" of the Standard Specifications. 64-5 - PAYMENT Payment for furnishing and placing catch basins shall be made at the res- pective unit prices per each as set forth in the Proposal, and shall be full compensation for all labor, equipment, materials, including excavation, backfill, compaction, and adjusting frame to final grade, and all incidentals. SECTION 68 - FINISHING AND CLEANLP FOR UNDERGROUND CONDUITS �,. 68-1 - CLCd"LP All pipes, catch basins, manholes and other appurtenances shall be cleaned of al'. debris and foreign materials. General cleanup of the entire construction area shall conform to the applicable requirements of Section 57 of the Standard Specifications. The Contractor shall use extreme care in protecting private property. The Contractor shall renove all excess material and debris from the construction site. 38 61-3.05B - SELECT TRENCH BACKFILL n Select trench backfill shall be bank run gravel "Class B" and shall conform to Section 26 of the Standard Specifications and shall be used as directed by the Engineer. Bank run gravel shall be compacted to U perc density at optimum moisture content and used to replace unsuitable trenLa excavation r' as desigrated by the Engineer. The quantity as shown in the Proposal is for the purpose of establishing a unit price only. Exact quantltiec will be determined in the field as i work progresses. 61-2.06 - COMPACTION OF TRENCH BACKFUL All backfill for pipe trenches shall be mechanically compacted by (a) power operated mechanical tamper as specified in Section 15-2.01A of the Standard Specifications or other mechanical compaction device approved by the Engineer. Compaction shall be made in one (1) foot lifts in areas under street and driveways. Compaction in these areas shall be to 95% of maximun density as measured by the Modified Proctor Test. Compaction in other areas Fhall be made in one (1) foot lifts and a maximum density o_' 90% (Modified Proctor) will be required. 61-5 - PAYMENT Trench excavation and backfill are incidental tc the furnishing and placing of pipe. The bid price for bedding gravel per lineal foot in place shall be full compensation for selecting, transporting, implacement, and compacting the bedding gravel. No further compensation will be made. Payment for furnishing and placing bank run gravel "Class B" shall be made at the unit price per cubic yard as set forth in the Proposal and shall be full compensation for all labor, equfpacnt, materials, including compaction, and all incidentals. 37 f r SECTION 61 - TRENCH EXCAVATION BACKFILL FOLNDATION 6 BEDDING FOR SEWERS DRAINS. AND CGL`.'ER;S Trench excavation and backfill shall be constructed in accordance with Section 61 of the Standard Specifications except as modified herein. 61-2 - CLASSIFICATION Trench excavation and backfill shall be Class A. 61-3.03B - CLASSIFICATION OF BEDDING Bedding for storm drains shall be Class B bedding in accordance with the Standard Specifications and Standard Plan No. 62. Gravel for pipe bedding (pea gravel) shall have 100% passing the G.S. Standard 3/4 inch opening and not more than 3% will pass the U.S. No. 200 (wet sieve), 0-8: will pass the U.S. No. 8 Sieve and 95-100% will pass the U.S. Standard 3/8 irch opening with a minimum sand equivalent of 50. 61-3.05 - BACF.FILLING Initial backfilling shall be performed only after inspection and approval of the installed pipe. The initial backfill material shall be carefully hand placed in strict accordance with Section 61-3.05, Standard Specifi- cations. Subsequent backfill shall not be placed until the initial backfill is approved. Initial backfill material shall be select trench excavation material. The material shall be free of wood, roots, bark and ocher extraneous material. The maximum stone .size shall be 3 inches and 95-100% of the mater- 1aI shall pass the U.S. Standard 1� inch opening. Subsequent backfill material shall be unclassified gravel obtained from trench excavation. The material shall be substantially free of organic matter, wood, roots, bark, and other extraneous matter. 36 1 } DIVISION 3 - SANITARY SF'..T.RS AND STORM DRAINS All new and existing storm drains shall be connected to the new and%or _._ existing storm lines as shown on plans and/or as directed by the Owner. All existing connections disconnected shall be plugged in accordance with �'- Standard Specifications. Where shown on the plans, new drain pipes shall be connected to existing line, catch basins, curb inlets and/or manholes. The Contractor shall be required to break into the structure, shape the new pipe to fit and regrout the opening in a workmanlike manner. Where directed by the Owner : additional channelization will be required. I The Contractor shall maintain existing storm lines in operation at all times except with special permission from the Owner. Abandoned catch basins and inlets shall be remove SECTION 60 - PIPE MATERIALS AND TES1'TSG FOR SEI TRS DRAINS AND CULVERTS Concrete pipe for storm drains will be non-reinforced concrete conforming to ASTM designation C-14X Table II (e.<tra strength). Fittings shall be of the same material and ciass as the pipe. Pipe shall be furnished in accordance with Section 60 of the Standard Specifications. 60-4 - t .AS','RFvXN'T AND FAYNENT Payment for furnishing, placing and testing each size of concrete pipe shown shall be made at the respective unit prices per lineal foot as set forth in the Proposal, and shall b,i complete compensation, for all labor, material, and equipment necessary for its complete installation; including trencting, placing of pipe, back!illing, ccmpaction, connection to new or existing storm sewers or --lppurtenances, and disposal of trench materials to be wasted. _ Any storm drain pipe damaged in recoving or :.aying shall be replaced by the Contractcr at his expense. 35 1 y 1^ Removal of existing catch basins and curb inlets s'.all be included at the r respective unit price per each as set forth in the Proposal ape, shall be full compensation for all labor, equipment, materials and all incidental costa necessary. �_. Payment for removal of existing concrete curb and gutter shall be made at the unit price per lineal foot as set fortl, in the Proposal and shall be full compensation for all labor, equipment, materials and all incidental costa necessary. Payment for removal of existing concrete sidewalks shall be made at the unit price per square yard as set forth in the Proposal and shall be full compensation for all labor, equipment, materials and all incidental costs necessary. Payment for removal of existing concrete driveways :hill be made at the unit price per square yard as set forth in the Proposal and shall be full compensation for all labor, equipment, materials and all incidental costs necessary. SECTION 53 - ADJ�:STIMNT OF NEW AND EXISTING UTTLITi STRUCTURES The adjustment of new and existing utilities to finish grade shall be accom- plished in compliance with Section 53 of the Standard Specifications. 53-4 - MEASU'RE.Mr.NT AND PAYMENT Payment for adjusting each utility to grade shall be at the respective unit price per each as set forth in the Proposal and shall be full compen- sation for all labor, equipment, materials and all incidental costs necessary. SECTION 57 - FINISHING AND CLEANUP Finishing and cleanup shall be completed in accordance with Section 57 of the v Standard Specifications. 57-3 - MEASUREMENT AND PAYMENT - Payment for all costs will be incidental to the construction of the Project. t 34 1 r 50-4 - MEASUREMENT AND PAYMENT Payment for replacement or resetting of monuments shall be on the basis of the unit bid price for each. f SECTION 52 - REMOVAL OF EXISTING STREET IMPROVEMENTS Removal of existing pavement, - irbs and gutters shall be in accordance with Section 52 of the Standard Specifications except as modified herein. t -- The Contractor shall saw cut existing asphalt concrete pavement and cement concrete pavement where shown on the plans or as directed by the Engineer. TFe depth of the saw cut shall be a minimum of 1-1/2 inches and such additional depth as may be required to effect a uniform break. The method of saw cutting shall be approved by the Engineer. Existing catch basins, or curb inlets as shown on the plans or as directed by the Owner shall be removed by methods conforming to Section 52-2.07 of the Standard Specifications. All salvageable materials shall become the property - the Owner. This material shall be delivered to the City Yard. 52-3 - MEASUREMENT AND PAYMENT Measurement and Payment shall be in accordance with Section 52-3 of the Standard Specifications except as noted herein: �.- The unit price per linear foot for saw cutting shall be full compensation for all labor, materials, equipment and incidentals necessary for the completion of the work as specified. { Where other methods of breaking ether than saw cutting are utilized, the price for saw cutting shall not be charged. 33 41-5 - PAYMENT Payment for furnishing and placing cement concrete driveway shall be made at the unit price per square yard as set forth in the Proposal and shall be full compensation for all labor, equipment, materials, and all incidentals. SECTIO:: 42 - CEMENT CONCRETE SIDEG'ALKS Cement concrete sidewalk shall be type "B" and shall be constructed in strict compliance with Section 42 of the Standard Specifications and as shown in Standard Plan No. 14, except as follows: a. Paving width shall be 8 feet instead of the 5 feet shown on the t Standard Flan. b. Joints and/or "V" grooves shall be located at eight foot intervals. C. Dummy Joints (3/16 inch by 1-§ incg) shall be located at 16 foot cc instead of the 15 feet shown on C.,e Sta4.:4 Plan:,. d. Delete the last sentence, second paragraph at 42-3.03. e. Tree well openings shall be constructed as per detail on Sheet P-3 of the Plans. Payment for Construction of tree wells shall be considered as incidental to the construction of Cement Concrete Sidewalks. 52-5 - PAY:gNT The unit price bid per square yard shall be full compensation for constructing Portland cement concrete sidewalks to line and grade as shown. SECTION 50 - NONV"!EhrS v All existing monuments which may be covered over, damaged, displaced, removed or otherwise rendered useless, shall be reset or replaced as specified in Section 50. Monuments shall not be removed or altered without explicit authority of the Engineer. Cost of replacement, including necessary survey work, of any monuments removed or displaced without approval of the Engineer shall be borne by the contractor. 32 i SECTION 40 .M= CONCRETE CURB, CURB 6 GUTTER r Cement concrete curb and gutter, shall be constructed in accordance with -{ Section 40 of the Standard Specifications, and Standard Plan No. 1, Type a except as modified herein, and the detail drawings incorporated within the Plans showing cement concrete rolled curb and gutter. r' a. Concrete shall be Class 5 (14). b. Joints shall be dummy joints at a maximum spacing of sixteen (16) feet with expansion joonts at beginning of curves, at curb returns and driveways. c. The sub base Tor curb and gutter sections shall be compacted to 95% density at optimum moisture content before placing the curb and gutter. 40-4 - MEASUREMENT 6 PAYMENT Payment for furnishing and placing cement concrete curb and gutter shall be made at the unit price per lineal foot as set forth in the Proposal and shall be full compensation for all labor, equipment, materials, and incidentals. Payment for furnishing and placing cement rolled type concrete curb and gutter shall be made at the unit price per lineal foot as act forth in the Proposal and shall be full compe;.satlon for all labor, equipment, materials, and incidentals. SECTION 41 - CEHENT CONCRETE DRIVEWAY Cement concrete driveway, shall be construtted at all driveva;, openings and shall be constructed in accordance with Section 41 of the Standard Specifications except as modified herein, and in accordance with Type "D" alternate 2 of Standard Plan No. 10. Paving length shall be 8 feet instead of the 5 feet shown on the Standard Plan. Delete 2 foot matching pad from driveway detail. Material shall be High-Early-Strength, Type III cement, Portland cement con- crete six (6) inches thick as per Section 37, Standard Specifications. 31 i , f a. Crade of paving asphalt used shall be 85-100 b. Compaction of Asphalt Concrete shall be in accordance with " Section 34-3.09 of the Standard Specifications • rY c. Section 34-3.05A of the Standard Specifications, Automatic Controls, }. Batch Type Plants, shall apply to this project. , The asphalt concrete paving coaching shall be equipped with automatic screed controls with sensors for either or both sides of the paver, capable of sensing grade from an outside reference line such as a ski, sensing the transverse slope of the screed, and providing the electrical signals which i operate the screed to maintain the desired grade and transverse slope. The grade controller or sensor shall be constructed so it may be fitted with a ski-like shoe to ride on the adjacent mat or th, concrete gutter. C>s: The slope controller shall be capable of maintaining the screed at the desired transverse slope within plus or minus 0.1 percent in a 12-foot width. An asphalt tack coat (SS-1) shall be placed in accordance with Section 34 of the Standard Specifications. The tack coat shall be applied to all existing pavement surfaces, asphalt or concrete and between successive layers of Asphalt Concrete Pavement. The tack coat shall be considered as incidental to the cost of the Asphalt Concrete. 34-5 - 1T.ASGPdi'.fEST b PAYMENT Payment for furnishing and placing Asphalt Concrete "Class B" shall be =do at the unit price per ton as set forth in the Proposal and shall be full compensation for all labor, equipment, materials, and incidentals. SECTION 35 - ITMIDENTAL ASPEnLT Incidental Asphalt Concrete shall be Asphalt Concrete "Class B" and shall be used only at the direction of the Engineer for the restoration of existing _ driveways, paving aprons for store drain outfalls, patching around manholes, valves, etc., and for temporary pavement patches. Payment for furnl^hang and placing Incidental Asphalt Concrete shall be made . at the unit price per ton as set forth in the Proposal and shall be full cem- pensat:on for all labor, equipment, materials and incidentals. 30 e , 33-3.07 - CO'TACTINr f The Contractor will place on each project a sufficient number and type of rollers with cor_petent and experienced operators to e?ficiently compact the ATB mixture while it is still in a workable condi.t:on. The normally required minimum rolling equipment for each project will be two (2) static i f -- steel-weeeled rollers with at least one (1) of these rollers being of the tandem type. If the Contractor can obtain the regjired smoothness and density with fewer, or other types of compattion units, the Engineer mayppermit this. 33-3.08 - DE':gITY The ATB shall be compacted to a density of not less than 80% of the maximum theoretical density established by the Rice Vacuum Pycnometer method. The density of the ATB shall be determined by means of tests on pavement cores. The frequency of such cores shall be at the discretion of the Engineer, but in no case shall it be less than one (1) core for each normal day's production. 33-4 - MEASURE*'.ENT Asphe_lt treater! bast will be measured by the ton. 33-5 - PAYMENT Payment will be made for asphalt treated base on a per ton basis. The unit contract price per ton for ATB shall be considered full compensation for furnishing all labor, equipment, materials, tools and supplies and for all other costa including producing, screening, loading, hauls;.g, and stock- piling the asphalt treated base aggregate, furnishing the asphalt cement, mixing, hauling, spreading, compacting the asphalt treated base, and all other work not set forth as bid itemstbis contract incidental to fulfilling the requirements of these specifications. t SECTION 34 - ASPHAL3 CONCRETE PAVEMENT Asphalt Concrete Pavement "Class B" shall conform to Section 34 of the -- Stardard Specifications except as modified herein: 24 4 All poles shall be installed so that the mast arm is perpendicular to the centerline of the roadway from which it is stationed, unless otherwise r noted on the Plans. She poles shall be installed on leveling nuts secured to the anchor bolts and with locking nuts on the top of the base flange. The side of the shaft opposite the load shall be plumbed by adjusting the leveling nuts or as otherwise directed by the Engineer. The space between the concrete base and the bottom of the pole flange shall be filled with dry pack mortar to completely fill the space under the flange and ar--und the conduits and be neatly troweled to the conNiur of the pole .iange. A plastic drain hose (1/2"0) shall be inserted through the mortar tc provide drainage from the interior of the pole base and be trimned flush with the interior and exterior surface of the mortar. Dry pack aortar shall consist of a 1:3 mixture of cement and fire sand with just enough water so that the mixture will stick together on being melded into a ball by hand and will not exude free moisture when so pressed. Measurement for "Foundations" will be by the unit for each size and type specified poured in place. Payment will be made tinder: (1) "Street Light Pole Foundation, ", per each. (2) "Master Contactor Cabinet Foundatiou" , per each. The unit contract price per each for "Foundations" will be full compensation for all costs of labor, tools and materials for excavation and forming, for conduit elbows, and for complete installation in accordance with these Special Provisions and the Standard Plans and Specifications. Foundations indicated on the Signallzation Plans and in the Signalization Construction Notes shall be paid for under the lump cum bid price pet signalized intersection as stated elsewhere herein. w' J 52 ♦ t Standard Plan or Detail Foundation Pole Type Sheet Reference Dimensions f _ Street Light Pole (Types III b IV) Detail Sheet 3' dfa. (round) Traffic Signal Controller (Type M-1 Cabinet) J-21d As Shown -- Master Contactor (Type A Cabinet) Detail Sheet As Shown 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 .pro}ect, or where foundations are to be installed in existing sidewalks, the top of the foundation shall be made flush with the top of the sidewalk or island. (2) Where no sidewalks are to be installed, the grade for the top of the foundation shall be set by the Engineer. A11 concrete foundations for street light poles (Types I, II, III, d IV) shall be located such that the centerline of the pole is 2.5 feet from the face of the curb unless otherwise noted on the Plans. All concrete foundations for vehicle signal mast arm and pedestrian signal poles, street light poles housing pedestrian and/or vehicle signal equipment, controller cabinets, and caster contactor cabinets shall be located as specified In the appropriate construction notes. Foundations for street light poles numbers 244, 245, 247 and 248 shall be constructed over existing concrete encased telephone cables. Founda- tions and anchor bolt dimensions are indicatdd on the Detail Sheet. v Three inch thick (min) styrofoam shall be placed around the encasement to completely separate it ft= the foundation. The approximate location of the encasement as determined by the Bell Telephone Company is indicated on the Detail Sheet. Depth of the encasement below ground varies depending on locaticn. The Contractor shall contact the Telephone Company prior to excavating and shall coordinate his wort: activifties with the Telephone Company during the construrtlon of the foundationq and trench excavation. The Contractor shall contact the Railroad regarding ti.eir conduit requirements into the controller cabinet foundation at the S. 4th Street - Burnett Avenue intersection. These conduits shall contain wire for the Railroad pre-emption system. :1 4 fit b'. CONCRETE FOUNDATIONS AND POLE LOCATION " The foundations for all traffic, pedestrian, and street illumination (-- standards as well as for all traffic signal controllers, and master contactors, shall be constructed to the d1mensinn3 as specified in Table I below. Anchor bolt circle shall match that of the pole to be installed thereon. All excess materials shall be removed from the construction site and r disposed of at the Contractor's expense. The Cortisctor shall provide the material for and construct all concrete pole Fouriations in accordance with applicable provisions contained in -- the. Standard Speciffcaticns and Standard Plans J-17, J-21a, and J-23. Concrete shall be placed against undisturbed earth, if possible. r 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, brushed, edged, and finished in a workmanlike manner. Concrete shall be promptly cleaned from archer bolts and conduit after placement. Foundations for all standards shall be Class C Concrete, and steel rebar shall be furnished and placed as shown on the Standard Plans and Detail Sheet. After a curing period of one week, the Contractor may install the street light poles, and after a curing period of two weeks, the Contractor may install the traffic signal mast arm poles. TABLE I Standard Plan or Detail Foundation Pole Type Sheet Reference Dimensluns Signal Pole (All mast arm lengths) J-23 3'X3'X7' Signal Pole (Twin mast arm) J-23 3'X3'X8' destrian Signal Pole J-21a 2'X2'X3' Street Light Pole (Type I) except Numbers 244, 247 6 248 J-17 3'X3'X4' Street Light Pole (Type II) except Number 245 J-23 3'X3'x7' Street Light Pole Type 1: 9's 244, 247, 248 - Type IIr 0 245 (Special base over concrete encased telephone ductb) Detail Sheet As Shown SO WL s ti CONCRETE WOPA ~ All concrete pavcm:ent removed for the bases or for the trenches shall be cut with a concrete saw to a depth of 1-1W, inch unless any of the edges fall. on i Joint. The Contractor shall be responsible for restoring all concrete sidewalks, t- parking strips, driveways, or roadways removed for any reasons by the Contractor to facilitate the installation of the electrical system and shall be incidental to the project. A Class C concrete shall be used to restore all concrete sidewalks and parking strips; and a Class A Concrete (HES) shall be used to restore all concrete driveways and roadways. A curing period of 24 hours must be allowed before vehicular traffic shall cross any pavement patch using a Class A Concrete (HES). The patch shall be protected by either appropriate barricades or a ramp approved by the Engineer. ASPHALT WORK The Contractor shall be responsible for restoring all asphalt concrete parking strips or roadways removed for any reason by the Contractor to facilitate the installation of the electrical system. As directed by the Engineer, either a Class B or a Class C asphalt concrete shall ' be used. All bituminous mat pavements to be removed for the bases or the trenches shall be cut with either a Jack hammer spade or a � The Engineer shall be consulted by the Contractor as to which method to use and shall make the ultimate decision. Any asphalt concrete pavement removal and rest- ! oration shall be incidental to the project. 49 e I TECHNICAL PROVISIC14S , SCHEDULE B i on whda J } j .a .•rr� ;f.- `--- ° ..... Ir GAS TAX OO,OO � ;i 00900 , -- -- whit[ on green Green on wh,te r.o*u iM wr�.Y.Irar�.!M Jp.ureMq M M n.n...l.M1 .N.•.•.M I wrwy[..II....rr;RN:�M...aNl M r Pa ....,.h CONSTRUCTION IDENTIFICATION SIGN URBAN ARTMAI .BOARD t k � A. fi — Page 252 Standard Drawings C W W PC r 8C/2 Sec/4 BC/2 A A t f+ 11 Cement Conc. Class 4 ( 1 }) t A-} Inside Dia. With 4" Min. A-4" For 27" Pipe i Smaller; a 12" Max. 6" For All Pipe 30" Dia . 6 C Min .- Inside Dia .+ 2ft . Larger. f r C L A S 5 A C L A 5 5 B _ W , W 7171 —C i rx Lo" I BC ( ' BC A ` 7 DC L BC/2 A-4" For 27" Pipe G smaller; t 6" For All Pipe 30" Dta. i C L A S S D Larger C L A S 5 C NOTES : - Excavate For Bells On All Classes . W-d+24" For d Cqual or Less Than 24" P I P E 9 E D D I N G W-d+36" For d Greater Than 24" -- See Section 61-3 .03 For Additional D, .ai Is Sta,, lord Plan No. 62 eo y r Page 204 Standard Drawings cvrV cu.b s/!•J E.pension '— '/e.v E.p..•.o. e•ni I Js.nt �. V'Greovs s'�i S/O Ttry Je.nt deep ecc.rd,n9 The number and to tlwse spec•f�w�. n \ loufien to be 0 \ as d•rectgd. 2Yz s a•2. s/Ie Thry Joint �J� b Joins *hall all be as mown and also e s/�^.lYz numm•j Type•n' Je+ 5sP 15'cc type•G• I 1 unifer..• s1aN sf 2 Ys ti ��s(a�E.pens,on Oi *h• es atner...,at dve.ted by (JeinT I f. / • • the E.,9.n<a r, C. r. 't" <.Tnccrnac 5 y \ts Trpe•A tn.cknned Edrys ! 5ecflon A-A ter S•dawol k. 9ec}lon B-15 f General Motes Nel¢ o1l u4J rty pots,meter bees, .JQInts thin ( dummy joint's Shall be as shown obeys. etc.,n 5ldcwa Ik area 3ha11 hove ThrvJ.,el s shall a ll.be p la C e d n+ t h e 5 id e.w a l k s/lr"�em4 raafenel(full depth Section or aeivewo.ii 9 olle�I returns as placed a.ound them before Shown an S+ondard Pions NSS t to 15 All join#• placing concrste. Shall be clean 4 edged with on edger huvmg a 9A'Rad,vs. Jourts shall be f lush w,th the f,nlshed surface. ferms shall be e,+uar wood or ateelend shall meet olI rsquirarnenfs of these Spec,f,caf.una, Se Zsrsl.€ehall be class 5(Oz) or 501<) Vro4id_vr_e m�fe.fvrhher resu�remor&S for fer.rns, FO/m tie icing,ploem ,fin,""" t� cVr inq wNo�9e��6 Shall be as out lined In trig sa Spac,tic dons, pima"} Cement Concrete r.fype-K,Cement Concrete 51der.alk o per egvare yard, j Sidewalk i r Typo ,Cement Concrete SldewalK,r per 'iqv ors y-rd. Type A' B Type•B• �lype-Xjh-tkened Vdye for sldewalV rsr ln1•Gr foot. I 1,7 Standard Plon No.14 1 Page 200 Standard Drawings �.... .0 fxv,(Nnon'JO/NT 6' 4 / rr +y ` 1 Ja(✓T .{�fff Norf II 6f(OM Az Are/ pROF / f/ E• CIVIN6 4 —r 0ioI �L p TO /•,(/AO ' S 1.� S i• �°• ALTERNATE Z f 4� ` r GEMERAL //ores ✓OrNTS Nherw yl'm v erfteds/e'widM e Y d✓mmy jem/shs//he pCnreo'/syrhid..w yv.'n..�L C/esn eo//awn/i T.-nnsverse d/r re.vay�o/n/Jr a• shown er drec cree�sd Ay Cnq/user. A4AT6R/A4LB : Sho//mee/ seeriF.<e/ions. CONCRETE : Sho// be Clods 3"(3) or 3 (/f). C(NCNT CONCRETE DRIVEWAY PROCEONRES TM/C '0' MEASURfAlfNT;For Cow Onre4r.y IAO�O/rOpb.:r./6etiM'a/n!/rs+Jrly PAYMENT: Comeo l ConrMle 0+rrnvy (/hreknesJ Gol�'lirr.Se Y> Standard Plan No. 10 46 r _ Standard Drawings Page lYl I re,r. •nn.....,. w<,.+„pw,ov Yw4..o p...r,N. roR uw«, t...(aan [Naa rr.t . s.All 1T Y,[D a.(v+.uf Nernr 14RIN.w,+E q.[<N' .aOrL10C w.ta[ (..l[D,Oa / FOR.,luall M •aY(TOlI,tri IN." TM Yq flµl M *0....al,O COL,O/[Ir[y, tON[a[jL 1lND{l C VAtl,Vuq O, tYap ew0 eu,Ta R. ty i up.Ot Ow Vela l([t Or<Yap ' -. wry•oA.[4 b,Wu sw M/N, «ro IKf IOaN 16Dry,ON Ww[a,JqE ( � /// � pF[YAe Will p(IOaw(O pl Tuf y' I ek Is ' M I' Cla4! p(1%t 1 — TYPICAL SeCTIO_N_FOR CUR-I GUTTER TYPE A QNf NLWN4 O,uta I... ,u[1t HONK RNA,,N .Np[NnCal [O[Yµ ve1TN b. OWr(.ON PII,C ' -a•pi;r.r ps uJ t�r GRADE M,.r-- • 1 IMn It q1• w cp IFV(( sop'.. p!V IESyLP.... 1� 1.ate M.Nt GNT O[ C..o ApOVf TOM V4.40.SIR ntaC ,.av LIS�.'V�'VH oy P Iwvt NtN, LPtUHkO /eWT6/, O pE /l wCt0,0a.! t0 pt Yltp Al»NiA r.. Is pMaCT[O N rr[ENOiN1[I[. r t..LN4.Np W!p M(Np[(NION IOq I 4wN . pv <R. ILN[aYT�LE [Np/p[Ross g..pN �ON /1..f41JO.N,L TO Ot,NL �'. � OIMi NS�ONS L.•All V.IV Ah NECE{sA4r I-0q I,,, GENERAL DATA TYPICAL SE,. TY,E A-t '^v NOTE: M eNNA, Je.N,s w.O+ .[q. ,..q Y.M16R«t4{ ! {Mtl of O. ,.a !wV mmt yS�ON{n rn roa4 sGutnt 1 IKeIr TNAT l.pNlt .a(l t(,fNo NNI, j M\a4 ffa T ' 11 elpN+a .NI 6N {,..Ew •T a:J..It Nae.»I /�6/N.Nf(f IT keg., Lw",mis tLi.:L��.MO,a/ ,�9Q1�NN�}�� fNNINV Jews{wall a /,KtO Net,e f.<u1�f G&Nf.l less rNAN Ni'A ..s..,t 1�s�N,a Loll f1 n.tte pN.•• .p,Ns a INGt NCr eN{v att rs .ufT -- ♦NpH�rfwr atilt ANn .N,Ne oVnte N 61gM TNt, full pt 60610. •,.l[ go GOLTL hNAlL pf MCIOEN,MI TO (ept O! tNt CANT Rair. ' erxa 1a.aas.[a Cement Concrete Curb S M—a y",i� {+atl NtfT aepN.p[r[.,s pa tatty sptc..,Gamps +N uw_[a_[a fuylel GN[wT (ONC4(Tl Cl4!\ soon ea Lcyt Gutter Type A [gec T.y+ll1_ro,/va .0 wtpV�aa N[N,f rpR seq NL r.aN sn,.y, a[GNa a Ty Pe-A-t' L.N W*—"Na..µ 4 pl p(AL OW 4MD w TN(SC Satnrt.T WN! P T- NT<er.<wt,t [Vap t eu„lR I'.*,It A ea,..Y'w HR Standord Pan No. 1 w 45 1 �► fk RAILROAD PARKING AREA r- As indicated on the Detail Sheet and Contractor shall provide all mateial for and construct a parking area on the south aide of the railroad tracks near the South 4th Street - Burnett Avenue intersection. The Contractor shall remove the existing sidewalk, curb and gutter. f The Contractor shall excavate existing material and shall construct a 2" crushed rock subgrade in accordance with Section 15 of the Standard Specifications of 2" thick Class B asphalt concrete pavement in accordance with Section 34 of the Standard Specificationr as amended in these Special Provisions. The surface shall slope approximately 2% away from the Railroad tracks and shall be flush with the existing roadway at the pvint of contact. Mea3urement for the Railroad Parking Area will be by the lump sum completed. I Payment will be made under: (1) "Railroad Parking Area C:mplete," lump a=. The lump sty contract prl^e will be full compensation for all costs of labor, tools, equipment, and materials necessary for complete construction of the parking area including existing sidewalk removal, excavation, base coarse and aaphlat all in accordance with these Special Provisions, the attached Plana, and the Standard Plans and Specifications. S � r i Note: Only the Tee, Gate Valve, Pipe, Fire Hydrant, Gate Valve Box and Hydrant extens!on will be supplied by the City. f. Concrete blocking: General concrete thrust blocking shall be in accor- dance with Provision U2.14 of Section 74, A.P.W.A. Standard Specifications. The City of Renton Standard Detail for general blocking is bound in these specifications. h. Water Services: The existing water services shall remain in service during construction of the new water main and until final acceptance of the required testa on the new main. Upon final acceptance of the new main, the exists-.% services will be reinstalled cr tapped into the new main and the sister boxes relocated where necessary, or as directed by the Engineer. They shall be installed as per the City of Renton water service specifications as bound in this document. E''' ,v _.5 - GATE VALVES FOR WATER MAINS t.s for water mains shall conform to Section 75 of the Standard Speci- x _one and in accordance with the City of Renton Requirements. 1 Ii 1 4' r 43 y 1 � tax.gent point on either side of the band, shall be provided with a positive locking device to prevent separation of the joint under full test pressure. The locking may be accomplished by use of tie rods and joint harness, subject to the prior approval of the Engineer. After the pipe Las been jointed, � t" aligned and permanently bedded, the joints shall bp drawn up to assure perms- nest water-tightness but not so tight as to prevent flexibility to allow for some movement caused by vibrations, expansion and contraction. t d. Connections to Existing Pipe and Structures: Connections to existing piping are indicated on the drawings. The Contractor must verify all existing piping, dimensions and elevations to assure proper fit. The Contractor must also provide any specials required to make a staisfactory connection. The City of Renton Utilltieu Depar"ent shall make ;onnection to existing mains at the Contractor's expente. The Contractor L all alsu be re- quired to help the City forces with the connection at the discreeion of the Engineer. The Contractor shall be responsible for the protection of all a-fisting piping and appurtenances during construction, and shall take care not to damage them or their protective coatings or impair the operation of the existing system in any way. a. Fire Hydrant Assemblies: Fire hydran: assemblies installation shall be 1n accordance with Section 77 of the A.F.H.A. Stardard Specifications. Fire Hydrant guard post shall be installed where deemed necesscry by the City Engineer and/or shown on the construction plans. The City of Renton Standard ' Detail for hydrant assembly and hydrant guard posts is bound in these Specifica- tions. 42 1 � 1 1 i I 1 I (b) All Low Level Mounted lights shall be provided, assembled t„ and installed by the Cuntractor. Low Level Mounted lights shall be sized for a 200 watt bulb and shall consist of the , following itens: See Deta'1 Sheet. Conical Light Mounting box: A 4" diameter unit constructed of cast aluminum or cadmium finished malleable iron. Globe: The globe shall be opal and shall be cylinderical, approximately 4" in diameter and 8" in length. _ Industrial Guard: The globe shall be protected by a cast aluminum screen consisting of four vertical members coning trgether at the top of the globe and three cylinderical i members evenly spaced along the cylinder of the globe. , Pedestrian Light: The light shall consist of a 69 wa•t, 130 volt rated incandescent ur.it as used in vehicle signal heads. r� Miscellaneous mounting hardware: The Contractor shall provide all neoprene gaskets and machine screws for attaching the fixture to the conical light mounting box and lock nuts and washers for attaching the light unit to the 3/4" pipe nipples and align- .� ment ring. All units shall be U.L. approved, vapor tight and aasketed. Low level mounted light units ehall match those which are being used on the Renton CBD Project. The Contractor shall contact I the Project Engineer of the CBD Project prior to purchasing these units to insure that identical units are being supplied. (c) The Contractor shall provide all necessary material and wire and fuse all Type III and Type IV units as indicated on the Detail Sheet. Measurement for all types of street tight poles will be by the unit for each type specified assembIsd and installed in place. Payment will be made under: (1) "Type ` Street Light Pole Installation," per each. . v The unit cant-.-act price per each for "Street Light Pole Installations" will be full for all costs of labor, tools, equipment, and materials r'ceotary or incidental to the complete assembly, installation and electrical connections for each type pole in accordance with these Special Provisions, the attached Plans, and the Standard Pi.ana and Specifications. Street Light Poles specified on the Signalizatian Plans and in the Signal- ization Construction Notes shall be paid for under the lump sum bid price per signalized intersection as specified elsewhere herein. 64 � 1 (b) All Low Level Mounted lights shall be provided, assembled and installed by the Contractor. Low Level lfoi:ntet; lights (" shall be sized for a 200 watt bulb and shall consist of the following itens: See Detail Sheet. -' Conical Light Mounting box: A 4" diameter unit constructed of cast aluminum or cadmium finished malleable iron. 1 P Globe: The globe shall be opal and shall be cylinderical, approximately 4" in diameter and 8" in length. Industrial Guard: The globe shall be protected by a cast aluminum screen consisting of four vertical members coring together at the top of the globe and three cylinderical members evenly spaced along the cylinder of the globe. Pedestrian Light: The light shall consist of a 69 watt, 133 volt rated incandescent unit as used in vehicle signal heads. Miscellaneous mounting hardware: The Contractor shall provide all neoprene gaskets and machine screws for attaching the fixture to the conical light mounting box and lock nuts and washers for attaching the light unit to the 3/4" pipe nipples and align- ment ring. ..i" All units shall be U.L. approved, vapor tight and gasketeL. Low level mounted light units shall match those which are being used on the Renton CBD Project. The Contracto, shall contact -- the Project Engineer of the CBD Project prior to purchasing these uni'cs to insure that identical units are being supplied. (c) The Contractor shall provide all necessary material and wire and fuse all Type III and Type IV units as indicated on the Detail Sheet. Measurement for all types of street light poles will be by the unit for each type specified assembled and installed in place. Payment will be made under: (1) "Type _ Street Light Pole Installation," per each. V The unit contract price per each for "Street Light Pole Installs[lone" will be fell compensation for all costs of labor, tools, equipment, and materials necessary or incidental to the complete assembly. .nstallution and electrical connections for each type pole in accordance with these Special Provisions, the attached Plans, and the Standard Plans and Specifications. Street Light Poles specified on the Signalization Plans and in the Signal- ization Construction Notes shall be paid for under the lump sum bid price per signalized intersection as specified elsewhere heroin. 64 +► 1 STREET LIGHT POLL AND LUNINAIFE t" Type I i At the locations noted on the Plans the Contractor shall assemble and irstall all Type I street light poles and 40U watt sodium vapor luminaires which shall be provided by the City. I 1` Type IT i Type II street light poles and 400 watt sodium vapor luminaires shall be provided by the City. The pole shaft and davit arm of the Type 11 units as provided by the City shall be idei.._cal to the Type I units. Where Type II units are specified on the Plans at the Intersections of t South 4th Street with :'ells Avenue and at South 4th Street with Williams Avenue the Contractor shall assemble the shaft and luminaire mast arm to be oriented as shown on the Detail Sheet. To install these Type II units on the 3'X3'X7' or Type B foundations specified at these locations the Contractor shall provide and install 1 an adaptor plate as specified on the Detail Sheet. The Contractor shall provide and install all anchor bolts, nuts and washers of the following dimensions for these poles: (a) For all 3'X3'X7' foundations: 1-3/4" X 60" (L) For the Type B foundation: 1-3/4" X 75" (approximate - See Detail Sheet, Type B foundation". The Contractor shall also provide and install all necessary bolts, nuts, and washers, of adequate size and c.trength, to secure the adaptor plate to the snchor base. Foundations which are to receive the Type II unite shall be used in the future for traffic signal mast aim poles. All 400 watt sodium vapor luminaires for all Type I and Type II poles shall have a Type II medium semi-cutoff light distribution. It shall be tti responsibility of the Contractor to provide the proper socket v setting as per manufacturers specifications before installation. Type II. and Type IV The City shall provide all Type III and Type IV street light poles. All units shall be furnished by the City complete and assembled including alignment ring, pipe nipples and duplex outlet boxes except as follows: (a) The 400 watt sodium vapor units for the Type IV standards shall be furnished by the City and installed by the Contractor. All 400 watt sodium va or luminaires to be mounted on the Type IV light standards shall have a TypL II short cutoff 4 light distribution. It shall be the responsibility of the Contractor to provide the proper socket setting as per manu- facturer's specifications before installation. 63 { SIC•NAL SFRVTCE Type A Service r At the South 4th Street - Hain Avenue intersection the Contractor shall provide all material for and install Type A signal service as indicated on the Detail Sheet. The in-line fuse connector kits shall be water- tight and shall be fitte ' with a 30 amp fuse. n Future Type A Service At the intersections of South 4th Street with Wells Avenue and at South 4th Street with Williams Avenue the Contractor shall install a Design B Junction box and provide and install conduit from the Junction box into the base of the pole as indicated on the Plans. These Junction boxes shall be used in the future for Type A signal service. At a future date a traffic controller shall be mounted on a traffic mast arm signal pole at these locations. Type D Service At the South 4th Street - Burnett Avenue intersection the Contractor shall provide and install modified Type D service in conjunction with the Master Contactor at this location. Type D service shall ba as indicated on the r,•afl Sheet. tw PAYMENT AND MEASUREMENT - SIGNAL SYSTEMS Measurement for the "Traffic Signal System" will be by the lump sum for eash signalized intersection complete. Pe.yment will be made under: C . (1) "Traffic Signal System, complete" lump Sum. The Lump Sum contract price per signalized intersection will be full compensation for all labor, materials, tools and equipment recessary or incidental to the complete installation of each traffic signal system as indicated on the Signalization Plans, Signalization Construction Notes, Signalization Wiring Diagrams and applicable Detail Sheets and shall include furnishing, assemblying and installing of all concrete foundations, Junction boxes, quick disconnect kits, messenger cables, conduits, wiring, induction loop detectors, side mounted terminal compartments, fusee, pedestrian signal poles, Type A services, and all necessary mounting hardware L- for the above; and for as emblying and installing all traffic mast am signal poles, vehicle signal heads, and mounting framework and hardware, backplates, pedestrian signal heads and mounting, framewor'< and hardware, 400 watt soidum vapor luminaires, traffic signal cantrollers and cabinets, street light poles as indicated on the Signalization Plans and in the Signalization Construction Notes, and all necessary mounting hardware; and shall also include excavation, backfill, disposal of excavated material, forming as necessary, grouting, grounding system, removal and replacement of existing asphelt and/or concrete as necessary, and trenching and backfilling. 62 1 CONTROLLER AND CABINET INSTALLATION The City shall provide all traffic signal controllers, cabinets and mounting hardware for the Project; the Contractor shall assemble and install all equipment at the 'locations indicated on the Plans and make all electrical connections. Main Street - South 4th Street 'ntersection The controller cabinet shall be a 35" model and shall be mounted on the vehicle signal mast arm pole specified on the Plans using stainless steel bands as indicated in Standard Plan J-21d. A 3" condulet�Type LR�shall be Fitted from the pole into the controller for the purpose of installing the signal wires. f Burnett Avenue - South 4th Street Intersection The controller cabinet at this location shall be a Type M-1 model as specified in Standard Plan J-21d. � - PEDESTRIAN SIGNAL POLE The Contractor shall provide and install all Type I-B ped.strian signal poles at the locations indicated on the Plans. Poles s:iall conform to specifications contained in Standard Plan J-21a. TRAFFIC SIGNAL MAST ARM POLE At the locations shown on the Plans the Contractor shall ass_mble and install traffic signal mast arm poles all of which shall be provided by the City. SIDE MOUNTED TERKINAL CWTARTtfENT At the location noted on the Plans and in the Signal Construction Notes the Contractor shall provide and install a side mounted terminal compartment and necessary mounting hardware as specified in Standard Plan J-21c. All holes in the sides and top of the compartment normally used for attaching the pedestrian or vehicle signal heads shall be fitted with weathertight pipe plugs. I i 61 A 'M/ ti I INDUCTION LOOP VEHICLE DETECTORS r- The Contractor shall provide all material for and install the induction loop vehicle detectors at the locations and in the configuration indicated on the Plans as specified below. Wiring used in the installation of the loops shall be No. 12 AUG, stranded copper wire with Type XHHW insulation. The lead-in between the roadway loop and the junction box at the aide of the road shall be the same wire as used for the loops. Where shcwn on the Plans, the 2/c lead-in between the roadside junction box and the loop amplifier housed in the controller cabinet shall be Belden Beldfoil, #8718 or equal, with U12 AWG conductors stranded (19X25). The cable shall have polyethylene insulated copper conductors, an aluminum polyester shield, a tined copper drain wire, and a chrome vinyl jacket. At those locations where two No. 12's are to be placed in a conduit run, they shall be twisted tao turns per foot. The detection loops shall be installed as specified in Standard Plan J-21e except as noted below: The wire shall be placed on approximately 1/4 inch of sand or on a 3/8 :ach polyethylene curd at the bottom of the sawcut and covered by a 3/8 inch polyethylene cord. Measurement for "Induction Loop Vehicle Detectors" will be by the linear foot. Payment will be made under: (1) "Induction Loop Vehicle Detectors," per linear foot. The Induction Loop Vehicle Detectors shown on the Illumination Plans will be paid for at the unit contract price per linear foot, which price ' shall be full compensation for all costs of labor, tools, and materials and for complete installation to the junction box in accordance with these Special Provisions, the attached Plans, and the Standard Specifications. Loops indicated on the Signalization Plans and in the Signalization Construction Notes shall be paid for under the lump sum bid price per ' signalized intersection as stated elsewhere herein. t r 60 '► 4 PEDESTVAN PUSHBUTTON AND SIGNS Section 9-29.19 of the Standard Specifications is hereby deleted and the following substituted: Where shown on the Plans, pedestrian pushbuttons of tamperproof con- struction shall be furnished and installed. The pushbutton shall be constructed of a single, round. chrome-plated metal plunger approx- imately 2-1/4 inches in diameter of the direct push type and a single momentary silver contact switch in metal enclosures rated at 125 volts, 10 amperes. -- The assembly shall be made weatherproof by means of a synthetic rubber gasket between the switch and the enclosure, as well as a synthetic rubber gasket between the plunger and the assembly _ shall also be constructed so that it will be impossible to receive any electrical shock under any weather conditions. Furthermore, the assembly shall have no sign fastened directly to it. The sign, as shown on the Detail Sheet shall, however, be supplied in the speci- fied quantities and fastened separately to the shaft as indicated below. The signs and message shall conform to all specifications contained on the Detail Sheet. The signs and pushbuttons shall be mounted on the vehicle signal mast arm poles and the Type I-B pedestrian signal poles using either bolts or stainless steel bands, however only the latter shall be allowed where the pushbutton and sign(s) 1s to be mounted on an aluminum street light pole. Where only one sign is indicated on the Signal Construction Notes it shall be located on the pole shaft such that it is generally parallel to the crosswalk to which it refers and on She same side of the pole as the crosswalk. In this case the pushbutton shall be mounted directly beneath the sign. Where two signs are specified on the Signal Construction Notes one shall be placed on each aide of the pole shaft 1800 apart such that both are generally parallel to the crosswalk to which they refer. In this case the pushbutton shall be mounted on the pole shaft 900 from the signs on the side of the pole towards the traffic. Final positioning for optimum effectiveness shall be determined by the Engineer. 59 1 i 1 t� _ The unit contract price fcr trench and backfill per linear foot shall be full compensation fcr the excavating, loading, hauling and otherwise dis- posing of the native material, for the backfilling and tamping material and native material, and for the restoration of the trench as shown on the Plans or as directed by the City Engineer. The unit contract price for select backfill per ton shall be full compensa- tion for selecting the source, furnishing, placing and tamping the material as outlined in the Standard Specifications. r Trench, backfill, and select backfill necessary to accomodate conduit and " wiring indicated on the Signalization Plan and in the Signalization Wiring Diagram shall be paid for under the lump sum bid price per signalized intersection as stated elsewhere herein. CABINET PAINTING - The Contractor shall provide all materials for and paint all. cabinets (Traffic Signal Controllers, Master Contactors, Type II Lighting Control) as specified in Section 9-29.25 of the Standard Specifications. Painting shall be considered incidental to the furnishing and/or Installing of each type cabinet and no further compensation shall be paid. SIGNAL HEADS i Vehicle The Contractor shall provide all nlscellaneous hardware including the 2" pipe nipples for mounting the signal heads on the most arms and shall install ell vehicle signal heads, backplates, and mounting frameworks all of which shall be supplied by the City. All vehicle signal heads to be mounted on the mast arm of the vehicle signal pole shall be equipped with 5" bar,' r backplates. Position of the signal heads ahall be as specified on the Signal ConEcruction Notes and the Plans. Signal heads shall be mounted on the most arm such that the Red iudicatfons lie in the same plane and such that the bottom of the housing of a signal face shall not be less than 16'-6" above the pa•,ement grade at tt.e center of the roadway. , . Pedestrian The Contractor shall provide all miscellaneous mounting hardware and shall install all pedestrian signal heads and mounting frameworks which shall be supplied by the City. c.� Where vehicle signals and/or pedestrian signs)e are to be fastaned to the vehicle signal mast am pole shatt (Type A, B. or K mountings) the Contractor may attach the mounting framework to the shaft using either bolts or stainless steel bands both of sufficient size to securely fasten the hardware and signal head(s). Where these signal heads are to be mounted on the aluminum street light pole shaft, the Contractor shall use only the stainless steel bands. The Contractor shall, however, use the same method of mounting on each t,pe of pole i.e. , vehicle signal most arm orstreec light, throughout the project, 511 i� TRENCH AND BACKFILL The Contractor shall supply the trench within the limits and to the depths (- and widths and location as spc=lfied on the Plans. Utilities shall use the trench jointly, and each utility shall supply and install their own conduit, pull boxes and wiring. The Contractors shall coordinate the trench- ing and backfilling with the utilities. Utilities using the trench jointly will be Pacific Northwest Bell Telephone Company, Puget Power and Light Company, and Teleprompter of Seattle Television Cable Company. All trenches shall be backfilled In accordance with the applicable portions of the Standard Specifications course, clean sand, 3/8" minus gradation, shall be used for the bedding material and shall be used to cover the - conduit 3" above the largest conduit. Tne bedding material shall be consi- i - dered incidental to the unit contract price for trench and backfill. 1 When trenching is being accomplished within the sidewalk area, the backfill can be made with acceptable material from the excavation and shall be considered a necessary part of and incidental to the excavation in accordance with the Standard Specifications. The tamping requirements for roadway backfill shall apply. When trenching is being accomplished within the roadway area, the top 12" shall be select trench backfill and shall consist of crushed or naturally occuring granular material from sources selected by the Contractor. The source and quality of the material shall be subject to approval by the Engineer. ! All City of Renton, Television, and Telephone conduit shall have a minimum of 24" cover. All Puget Power conduit shall have a minimum of 42" cover. Ii The City reserves the right to make additions or deletions of trenching which ` proves necessary for the completion of this joint usage operation. The minimum width for the trenches will be at the option of the Contractor. Trench width will how.ver, be sufficiently wide no that all of the necessary conduit can be installed within the specified deptt and minimum cover be maintained. Minimum width will be less than 12 inches. Measurement for the "Trench and Backfill" shell be by the linear foot. Measurement for the "Select Backfill" will be by the ton. Payment will be made under: L (1) "Tren.r and Backfill, Min wide T deep, per linear foot. (2) "Trench and Backfill, " wide % deep, per linear foot. (3) "Select Backfill," per ton. i 57 n..e 2/c interconnect cable shall be Belden No. 8227 shielded polyethylene r.. twisted pair AWG No. 18, or approved equal. Each wire shall be numbered at each terminal end of splice with a wrap- around type nucbering strip according to the schedule attached to these Special Provisions. All wires terminated at a terminal block shall have an open end, crimp r style solderless terminal. All terminals shall be installed with a tool designed for the installation of this type of terminal and crimping with pliers, wire cutters, etc, will not be allowed. All wiring inside the controller cabinet and at intermediate points shall be trimmed and cabled together to make a neat and clean appearing installation. i No splicing of any traffic signal conductor shall be permitted unless otherwise indicated on the Plans. All conductor runs shall be pulled to the appropriate signal terminal compartment 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 interconnect cable may be solder spliced at a minimum of 19000 foot intervals and as indicated +' on the Plane. The Contractor shall install a Pull Wire (d12 TRW) in every Signal Conduit Awn, including the interconeect circuit. Measurement for "Wires" will be by the linear foot for illumination system and for the interconnect system. s" Payment will be nude under: (1) "Street Light Wire, 4 ," per linear foot. (2) "Interconnect Wire, 2/c," per linear foot. (3) "Induction Loop Vehicle Detector Wire, 2/c," per linear foot. For the street light system, the interconnect system and the Detection system, other than at the signalized intersection, wire will be paid for at the unit contract price per linear foot pulled in place, which price shall be full compensation for furnishing and installing the wire and for all other materials, tools, and equipment necessary and/or incidental to the installation of the wires in accordance with the attached Plans, these Special Provisions and the Standard Specifications. Any splices will not be measured or paid for as a bid item. All costs in connection with same shall be considered as incidental to the installation of the street light and/or signal poles. Wire, regardless of funr!ion, which is indicated on the Signaiization Plans and in the Signal ization Wiring Schedule shall be paid for unde: the lump cum bid price per signalized intersection as stated elsewhere herein. 2 56 VIA z ELECTRICAL �-- The Contractor shall provide and install all the necessary wiring, fu . . and fittings so as to cocplete the installation of the street lighting and signal equipment as shown on the Plana. All materials and installation methods, except as noted othetwlae herein, shall comply with the National Electric Code. r, Installation of all wiring shall conform to applicable provisions contained In Section 8-20.3(8) of the Standard Specifications except as specified herein. - Illumination System r Underground conductors for both the 240 volt street illumination and the 120 volt lighting circuits shall be stranded copper, THW grade with 600 volt insulation of the sizes noted on the Plans and Wiring Schedules. All 400 watt sodium vapor lmmina:ires shall be wire ' for 240 volt operation. (1) Street Light Poles (Types I and II): All connections shall be made in the street light pole base and shall employ an approved, field applied quick disconnect kit. The kit shall be capable •f being discunnected without damage and shall be equipped with an cuter body which shall provide 600 volt insulation. Provisions for a proper fuse shall be included. The entire assembly shall be constructed such that a water tight connection is formed to prevent moisture from reaching the fuse or the conductor connections. Quick disconnect kits shall be supplied, wired in place and fused by the Contractor for every pole installed. (2) Street light poles (Types III and IV): Type III and Type IV street light poles shall be wired as indicated on the Detail Sheet. All 69 watt incandescent lamps shall be wired for 120 volt operations. All materials shall be compatible with the enpper conductor and its insulation. The Contractor shall submit samples of the connectors proposed for use to the Engineer for approval. No splicing of street light circuits shall be permitted except in the pole bases using the quick connec'or kits as specified above. signal System All single condectc s as indicated on the Plans shall be stranded copper and shall e'.iploy fj0 volt TF.N insulation of the sizes noted on the Plans. All multi-condur ors used for the Signal system and the 2/c specified for the Induction Loop Vehicle Detector= shall conform to applicable provisions contained in the Standard Specifications. 5� , J NCTIOY BOXES (PULL BOXES) _ The Con�ractor shall provide and install junction boxes of the type and at the locations specified on the attached Plans. Junction boxes to be provided and installed for this Project shall be Design B and Design C as indicated on the Plans and shall conform to all specifications contained in Standard P,.an J-20. T e 12" junction box extension shall not be used with the Design C junction boxes. The inscription on the covets of all junction boxes shell be as indicated below: (1) "Street Lighting" or "Lighting' -- ell exclusively for street lighting circuits. (2) "Street Lighting" "Traffic Traffic Signals" "Lighting"Lighting" and "Signals" -- all used for street lighting circuits and one or more signal circuit functions (interconnect, loop detectors, future signal conduit, vehicle and/or pedestrian signal functions, service). (3) "Traffic Sign:.l.s" or "Signals" - all used exclusively for one or more signal circuit functions (interconnect, loop detectors, future signal conduit, vehicle and/or pedestrian signal functions, se rvice). Inscriptions on junction boxes performing the same function, i.e., street lighting, traffic signal, or both, shall be consistent through- out the Project. All j_ction boxes shall be installed in conformance with provisions contained in the Standard Specifications and Standard Plan J-18b. Measurement for "Junction Boxes" will be made by the unit for each type specified, complete in place. Payment will be made under: (1) "resign Junction Box", per each The unit contract price per each for "Design B Junction Box, or Design C Junction Box" shall he full c-mpensation for furnishing same and for all costs of labor, material, tools, c._i equipment necessary to provide and install the ju:,ctfon boxes including excavation, backfil.ling and compaction. Junction boxes indicated on the Signalization Plans and in the Signalization Construction Notes shall be paid for under the 1=.p sum bid price per signalized intersec.ticn as stated elsewhere herein. 54 CONDUIT r 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 traffic signal and illumination wiring schedules. Conduit to be provided and installed shall be of two types as indicated below: (1) Schedule 80 extra heavy wall PVC conforming to ASTM P D1785-67a shall be used wherever the conduit is to be placed within the roadway area. (2) Schedule 40 heevj• wall PVC conforming to ASTM D D2466-67 shall be used whenever the conduit is to be placed other than within the roadway area. All Joints shall be made with strict compliance to the manufacturers recommendations regarding cement used and environmental conditions. Where indicated on the traffic signal system Plans, the Contractor shall provide and install a 1" conduit from the Junction box under the curb and gutter or Type A curb. The conduit shall be of sufficient length to extend one foot beyond the curb and gutter or Type A curb. The location of the conduit shall be marked by a "Y" at least 3" high cut into the face of the curb directly above the conduit. Measurement for "Conduits" will be made by the linear foot. Payments will be made under: (1) "Conduit, Schedule 40. ," per linear foot. (2) "Conduit, Schedule 80, _," per linear foot. Conduit will be paid for at the unit contract price per linear foot in place, which pric shall be full compensation for the furnishing, place- ment of same. Conduit, regardless of function, which is indicated on - the Signalization Plans and Wiring Diagrams shall be paid for under the lump sum bid price per signalized intersection as stated elsewhere herein. Trenching and backfilling is not to be included in the above unit contract price. Iw 53 , •r �1 c n • ENDING OF FILE r I • (21 FILE TITLE -�rewy , •, 1 a J A 1 i r� Ii .♦ f'1 I' I e 10. The required "PRESSUt,E TEST' has been taken b, At a pressure t.f PSI , for _ minutes, on The test: Failed , Passed Comments -- 11 . The required "PURITY TEST' has been taken by L' 0n Date of Reply Failed - Passed Come n t s 12. Is there an Easement required? If so, gi,.e dates for: (, Prelimirary Subf Pi tted oeccrded And Recorded Number 13. This Projec, irc7 uded LF of Wate retain � And _ Gate Valves Gate Valves . Gate Valves _ and Gate Valves, # And all miscellaneous accessories for a total value of S Also, - Size rlake type Fire Hydrants for a total value of S __ III The transfer or "Bill of Sale" is in; Preliminary Submitted .2ecorded form.The recorded number 15. This project information was sent to ;he Utility Dept. for recordi 3 on �1 a and taken into "plant" on 16. What drawim s does the Water Shop have on File. Preliminary As-Built 8 a� ..as.. --- - �•••,•.•••.-. _-`�` ... .. r.ra�.,.,a. , �� - '.,ucucalavi�if�llillnJlYor�RKAwr Form Completed on ;t h City of Renton Utility Department Project Form + 1 . Water Project # Date Project No. given e 2. Project Description and location // 4; �/f 4l A) k,, .e< 3• Paveloper's Name (if City chick Address Phone # Engineer's Name (If City check !__� JA Address q.a„ Phune # contractor's Name � %' n,.r fi gjt4w (If City check Address 9 n Phone # 4, is there an ACTIVE Late-Comers Agreement in the project area? If so. give File Name _ Recording Date And Number 5. The Utility Department Work Order Numbers on this project are as follows: i 6. 'dhat plans have been subm,tted? Preliminary As Duilt „ Has an Estimate been Prepared for Project if so, give Date Prepared And Total Amount of Estimate — Is there to be a Late-Comers Agreement on this project If so, give dates for; Preliminary Submitted ____ Recorded and Recorded Number 9, Date of 'Start of Construction" Date of "Completion" ! f>°, GENERAL CONTRACTORS August 12, 1980 Mr. Jim Gray RENTON FIRE DEPARTi,ENT 211 Mill Avenue South Renton, WA 98055 RE: SERVICE PAPER COMPANY 3324 Lind Avenue Southwest Renton, WA 98055 Dear Jim: This letter is to confirm ouz telephone corversation t..aay regarding the above referenced facility. fhe Service Paper Companv is requesting the City of Renton's acceptance of permanent occupancy. The Fite Department initially requested the completion of an 8" fire hydrant main or the North boundary of Service Paper's property as a requirement to permanent occupancy. As you know, we have compl^ted as much of the fire hydrant Stair as possible and are now waiting for the Public v Works Department to begin and complete their portion of the work. There is i„*!,• also -,sting and fire lane striping that is yet unfinished and should not be dune r to finishing the tydrant main extension. Due to the existing circumstances, which are beyond our control, we request specifically that the unfinished fire hydrant main and fire lane striping not - Interfere with your acceptance of Service Paper Company permanent occupancy. We will begin the remaining work on the fire hydrant main as soon as possible, and should finish that work within two (2) weeks of the Public Works Department completion date. If you should have any questions concerning the above, please feel free to contact me personally. Sincerely, HUGH S. FERGUSON COMPANY erlUNSFORD Project Administrator cc: Mr. Ron Nelson - Renton Building Department „?(r. Ron Olsen - Renton P,Lblic Works Department Mr. Claus Meier - ServiL. Paper Company Mr. Gene Colin •- Hug., S. Ferguson Company MPI./cc . 7413 EIETM AVENUE SOUTH $CATTLE. WA6MINti•ON 96106 • TEL '106) 161 3810 x PN 1 �4Y � 3 313µ J ry_ — i 1 F I 4, q e Y' fr' of IA�arlmnl of SoeW M aMa1M y.ru NaIM Sr.rtw U..i.wn WNiFP Sm.en luwr WIrOf SAC If 1110\OOICAL ANILVli15 N r fro Wrl er wn rwmru ro.►•N rvr„rnwa N ] A'+rrw.NwnU SV,r�IKF..Mn.N Nwn O T.wYpyn.' rw�mwk...pv. O i M.w•nu w...n mn rrmr.m,.r..anpb T a M wrr��Fr:Mlw.awnw if T E FORLISUiEORLY COpn» aw T Iv - DATE CY/OL'lt�d FD aN TE ANALYtEO _....- 4anin UAf Y / � L H 7z TIY!Of 011 Il O.M11WlR lFw..N\NraNl COUNII NIY! ' muma Of WATER tVft[Y city of Aentoo Watar Distribution. —1 srftw ADD»EfE u " City of F.cnton LLO}CATION RNIAE SAWLE WAS COLLECTED Inrr Ngwn ror.rol,SMN.FN.I CW LtCTEd ry' IRRrI TYPE OF r IM MNneyY n t'_ ) a hbM - J v SYSTEM �GAAIRYmiY SEND REoOgi TO IVrint Gull Na",ACdral And ZIP COATI *Sr Watn_n Gonna Roll Puo_'ic Wor,s uirector ., .1tiDicipal Eaixdi—, 200 Mill -.RQ6tLfn___ WASHINGTON DIRGE IVV[ n .._•�_ IGOmfAnil�On I Surface, 't. Well. 3. Sm'n9, a P,,t, ed. 9ft( a 011m i riOTiI1 ELlvit I C ,a try 1:�RAW w,N. Tt'(Iwrw.W9�n A' �v9a O WA OR" 5� )SW+9Nivey 6SEndm Tr`SEawFIn 'Dezm Sm.- 91 I NI$-S4MPlE A FOLL�LF-TO A--M --- pAC V IOUS,NON CONFORM!NO SAMPLE ' I(.)yei D TES If If, I VE PREVIOUS LAD.NJ. iv-" tRE�TQ(TNTrMasL only Or mk1w. ALN �L fI'IrI911nallon: ...1 F,mm' n; l)FILNmWlrwl; TIEMARIZS-ICJ--7iirT - VIM,fL[.I -_•--. LATLORRT"T LADORATORv nESULTr--_R»•P-rI,-��F,��1�—(T� SEE REVERSE SIDE fOR IN TF RPRD_�SAW A EWILyLING W1iFN TTT 11 DNIN[ING WAILD.NEW LM116. wN p,, F06 IORII(INE'TOTA4 FOIII iCNE O1111.1ff ACIORVG l}r-11 IOfAL PLATE COUNL__---Jrrf t nB~119FACTO,e }}I 1.9 JNSAT'Sf Ai I(:DY S.I I.3 f%CAL COLIFORN LSONEATIFFACTIMV 9}(A,' ySJNSATIVALTONI 160 ,ar-w_ .._.1..._. �,�'—r.._f— Rg S ErE VNfATIEf ACTONe )169',.,1 L MfDrLTl6 DATE 11LCE VfD�UATt cDY.af TLO NF CO\URIfeItOn ..__ YyM ra MfA IIMII M1r _ WATER W" EIA COPY i FIELD WIRr:G CHART Interconnect Conductor 501 AC+ Input 510 All Flash 502 AC- 511 �., 503 AC+ Lighte 512 504 AC+ Lights 513 505 AC+ Lights 514 506 AC+ Control 515 507 AC* Crosswalk 516 508 AC+ Detectors 517 509 AC+ 12 Volts 518 519 520 Common A B C D R 611 621 631 641 ,v m Y 612 622 632 642 M o G 613 623 633 643 y Y (F associated w/Protected LT Moverent) 614 624 634 6114 > 9 ( 4- associated w/Protected LT) 615 625 635 645 f COM:Qn 616 626 636 646 ^� ✓ DW 711 721 731 741 w 712 122 732 742 v Common-Lights 715 725 735 745 v Detection 716 726 736 746 oa� m Corrmon Detection 717 727 737 747 ... Detection 811 821 831 841l LOOP' 812 822 832 842 o Loop Pair 813 823 833 843 o v Loop 814 824 834 844 Pair Loop 815 825 835 845 > & Loo•j Pair 816 826 836 646 Loof. 817 827 837 847 Locp1 818 828 838 848 Locp . Pair (CALL) Big 829 839 849 o Red } Pair 911 921 931 941 White) 912 922 932 942 Red Pair 913 923 933 943 III to 914 924 934 944 Corznon 915 925 935 945 + 1 � 1 Payment will be made under: ` I (1) "Raised Landscaped Island Preparation," per square foot. The unit contract price for "Landscaped Raised Island Preparation" will be full compensation for all costs of labor tools, equipment, and materials necessary for or incidental to the preparation of tLz islands all in accor- dnace with these Special Provisions, the attached Plans, and the Standard r-• Plans and Specifications. The Concrete curb and gutter will not be included in this unit price. n PAINTING The Contractor shall not be responsible for providing materials or installing - any pavement paint striping. He shall however be responsible for painting all pre-cast block traffic curb as specified in the Channelization section i of these Special Provisions. REMOVAL OF EXISTING SIGNAL SYSTEM -- At the South 4th Street - Wells Avenue intersection the Contractor shall remove the existing span-wire mounted signal system anc dispose of all removed equipment at the City of Renton yard. Measurement will be by the lump Bum complete. Payment will be made undc-: � - (1) "Remove Existing Signal System, complete," lump sum. The lump sum contract price will be full compensation for all costs of labor, iaterial, tools and equipmeut necessary to remove the span wire, control equipment and signal heads. REVISION OF OVER11EAD BUILDINC AWNING At tLe intersection of South 4th Street and Wells Avenue the Cor.tractc shall revise, cr rebuild the existing overhead awning on the building at the S.E. corner to a­ocodate the Street Lighc Fole to be installed at Station 29+39 The :tractor shall contact the Engineer as to method s, and extend of revit is. Measurement will be by the lump sum complete. Payment will be made under: (1) "Awning Revision, complete," lump sum. The 1-imp sum contract price will be full compensation for all costs of labor, tools, material. and equipment necessary to revise the a.ning as directed by the Engi.nee". r r 70 f (a) Tl,n installation of concrete curb and gutter as speclfied in Section 40 of these Special Provisions. ^ (b) The removal of all material within the island to a depth of two (2) `_set. (c) The removal of the existing sidewalk and c-curb as indicated on Plan Sheet T-4. r Following removal of the curb and sidewalk, the Contractor shall Install an asphalt concrete Patcu (Class B Asphalt) on the portion of the street where no raw raised islands are to be constructed. Payment for sidewalk remcval shall be as specified in Section 13-5 of these Special Provisions. Payment for the asphalt concrete p ym p patch shall be as speci- fied under the "Incidental Asphalt" sect'.on of these Special Provisions. Payment for the concrete curb and gutter shall be as specified in Section 40 of these Special Provisions. -' Measurement :or removal of the C-curb shall be by the linear foot. Payment will be made under: (1) "Type C Traffic Curb Removal", per linear foot. The unit contract price for "C-Curb Removal" will be full compensation ! for all costs of labor, tools, equipment and materials necessary to remove and dispose of the c-curb all in accordance with these Special Provisions and the Standard Specifications. Measurement for "Raised Island Construction" will be by the square foot installed in place. Payment will be made under: (1) "Raised Asphalt Island Construction" per square foot. The unit contract price for "Raised Asphalt Island Construction" shall be full compensation for all costs of labor, materials, and equipment necessary for or incidental to furnishing and installing the crushed surface stone, and asphalt concrete pavement all in accordance with these Special Provisions, the attached Plans, and the Standard Plans and Specifications. Type "A" block traffic curb shall not be included in this unit price. The provision for the sign post shall be considered incidental to the construction of the raised island and no further compensation for it will be made. Measurement for "Landscaped Raised Island Preparation" will be by the square foot. 69 4 w,:.r (a) The installation of concrete curb and gutter as specified in Section 40 of these Special Provisions. (b) The removal of all material withfa the island to a depth of two (2) feet. (c) The removal of the existing sidewalk and c-curb as indicated on Plan Sheet T-4. Following removal of the curb and sidewalK, the Contractor shall install an asphalt concrete Patch (Class B Asphalt) on the portion of the street where no new raised islands ^•e to be constructed. Payment for sidewalk removal shall be as specified in Section 13-5 of these Special Provisions. Payment for the asphalt concrete patch shall be as speci- fied under the "Incidental Asphalt" sect 4an of these Special Provisions. Payment for the concrete curb and gutter stall be as specified in Section 40 of these Special Provisions. Measurement for removal of the C-curb shall be by the linear foot. Payment will be rude under: (1) "Type C Traffic C,irb Removal", per linear foot. The unit contract price for "C-Curb Removal" will be full compensation foe all costa of labor, tools, equipment and materials necessary to remove - and dispose of the c-curb all in accordance with these Special Provisions and the Standard Specifications. Measurement for "Raised Island Construction" will be l,y the square foot installed in place. Payment will be made under: (1) "Raised Asphalt Island Construction" per square foot. The unit contract price for "Raised Asphalt Island Construction" shall be - ill compensation for all costs of labor, materials, and equipment necessary for or incidental to furnishing and 'nstalling the crushed surface stone, and asphalt concrete pavement all in accordance with these Special Provisionr, the attached Plans, and the Standard Plans and Specifications. Type "A" block traffic curb shall not be included in this unit price. 1`+e provision for the sign post shall be considered incidental to the construction of the raised island and no further compensation for it will be made. Measurement for "Landscaped Raised Island Preparation" will be by the square foot. 69 1 �C ' CHANNELIZATION i Block Pre-Cast Traffic Curb ti Where shcvn on the Plana, or where directed by the Engineer, the Contractor shall furnish and install block, Type A, and Type C pre-cast curb in accordance with Standard Plans F-5 and F-6. Radial sections for block traffic curb will be in accordance with Standard Plan F-5, pre-cast traffic curb. Painting of the traffic island curb shall be required prior to the installa- tion of any island construction material. Paint and painting shall be In accordance with Section 9-08 of the Standard Specifications, except that yellow paint shall be used on all curbs that delineate the separation , ,• of traffic flows in opposing directions and white paint shall be used on all curbs that separate traffic flows in the same direction. Painting of traffic curb shall be considered incidental to the job and the Contractor shall consider this in his price per linear foot of curb. Plastic Traffic Buttons Where shown on the Plans, or where duetted by the Engineer, the Contractor shall provida and install white or yellow plastic traffic buttons. Eight inch Plastic Traffic Buttons and their installation shall conform to applicable provisions of the Standard Specificattons and Standard Plan H-15. „y Payment for Block Pre-Cast traffic curb and Plastic Traffic Buttons will j be in accordance with the Standard Specifications. Raised Island Construction Asphalt Islands: The Contractor shall furnish all material for and construct raised asphalt traffic islands at the locations indicated on the Plane and of the size and dimensions specified on the Plans. Type A curbing shall conform to that specified in a preceding section of these USpecial Provisions. Island material shall consist of :rushed surface stone capped with 2" of class "B" asphalt c * -ete pavement conforuing to applicable provisions of the Standard Speci. -:atiens. • i Prior to placing the top course and asphalt a 6" diameter sewer pill shall be installed upright on the existing road base where indicated on the Pl.n and as shown on the Detail Sheet. The top of the pipe shall be installed flush with the asphalt concrete. The pipe shall be used for the purpose of installing a 4" R 4" sign post. landscaped Islands: At pio locations at the South 4th Street - Burnett Avenue intersection the Contractor shall prepare islands for future landscaping by others. Island prepar•.tion [hall consist of the followings •w 68 1 s A �aR!• MASTER CONTACTOR AND CABINET The Contractor shall provide and install master contactors and the cabinets, which shall be a Type A, at locations shown on the Plans. Contactors shall conform to applicable provisions of the Standard Specifications, and Detail Sheets J-18c, and J-18d of the Standard Plans. The Type D service shall be as indicated on the Detail Sheet. The Type P cabinet shall be of the dimensions indicated on the Detail Sheet. The cabinet shall be manufactured of high quality cast aluminum alloy. The bottom of the cabinet shall be open to allow maximum entrance space for field wires. A weatherproof plywood panel for the purpose of mounting control components shall be securely fastened to the back wall and shall completely cover same. The front door shall be cast aluminum and hinged and shall be garketed to form a weather tight seal when closed. A police-type lock shall be provided. 1 The unit to be installed at Station 10+05 (Service Point 11) shall contain one branch circuit (1-B) to be used at a future time for lighting on Shattuck Avenue and South 3rd Place. Also circuits 1-C and 1-D will each contain approximately 4 more 400 watt sodium vapor units in the future. • j . Likewise circuit 2-B of the unit to be installed at Station 23+80 will contain approximately 4 more 400 watt sodium vapor units in the future. Measurement for "Master Contactor and Cabinet" will be by the unit installed in place. Payment wi:l be made under: (1) "Master Contactor and Cabinet," per each. C. The unit contract price pct each for the master contactor and cabinet will be full compensation for all costa of labor, tools, and materials for providing all equipment and for complete installation including all electrical eonnecriins, Type A cabinet and Type D service in accordance with these ' Special Provisions, the attached Plans and the Standard Specifications. w 4' i LG t a I r - I The unit contract price per each for all Types I, II, and IV Street 1 Light Poles shall include assemblying and installing the 400 watt sodium vapor lumiralre. �. The unit contract price per each for all Type Il Street Light Poles shall include the providing and installing of the adaptor plate with nuts, bolts and washers, and for providing the anchor dolts, nuts and washers. r The unit contract price per each for all Types III and IV Street Light Poles shall include the providing and installing of all Low Level Mounted Lights. LIGHT CONTROL CABINET AND CONTROL COMPONENTS � The Contractor shall provide and inbtall a Type II lighting control cabinet and light control components. The cabinet shall be mounted on the street light pole noted on the Plans using 1;1" or 2" malleable iron pipe and fittings. These items shall be field painted as directed by the Engineer. This equipment shall be used to operate the 120 volt incandescent f,xtures to be installed on Wells Avenue under this contract. The light control cabinet shall be a cast aluminum Ovate . proof "F" type cabinet with the approximate dimensions of 24" high, 14" wide, 12" in depth. The Contractor shall assemble the control components in the cabinet as shown or. the Detail Sheet. The switch control panel, ' clocks, and circuit breakers shall be labeled with laminated plastic with letters which when etched w-.11 show white. Fuses and/or circuit creakers shall be -'zed as shown in electrical diagram. The time pr^grammer shall be a 24 hour, 7 days a week clock with 96 tabs to permit 15-minute switch changes. The tabs shall be easily set by tiltin,+., in or out by hand. When adjacent tabs are set alike the switch shall remain ON or OFF as set. Minimum ON or OFF time shall be 15 minutes; maximum 23 hours, 45 minutes. The time programmer shall include reserve :spring on the event of power failure, which will function -or s minimum of tour hours. Measurement for "Type 1` Lighting Control Cabinet and Control Components" will be by the unit installed In place. Payment will be made under: (1) "Type Ii Lighting Control Cabinet and Contr l Components," per each. .- The unit contract price per each for the Type I1 Lighting Control Cabinet and Control Components will be full compc1s,, ion for all costs of labor, tools, materials and equipment neces-.ary for arov' Meet equipment and for complete. installation including mountln ecial light pole and all electrl al connections in accornance w P Provisions, the attached Plans, and the Stanrard Plans aam r t�s 1 r