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241117 ORI6INAL TO CITY CLERK /"�� __ � � CITY OF ST. PAUL FOENCIL NO. = OFFICE OF THE CITY CLERK COUNCIL RESOLUTION—GENERAL FORM COMMISS�IONER Rr�bert F. pefP'�"��n DATF / . WHEREAS, It has been found necessary to change, modif�r a.nd amsnd certain portions of the pl.e.ns and specifications heretofore approved for the proposed grading �nd pavin� o� NlISSISSIPPI RNER BOUZEVARD f'rom . approxima.tely 600 feet south of Dayton Avenue to approxima.tely 225 feet north of Pelham Boulevaxd, DAYTON AVENZJE f`rom Mississippi River Boulevard to approximately, l85 feet east a.nd PELHAM BOULEVARD f�om Mississippi River Boulevard to approximately 235 feet north and construGting a bridge on MARSHALL AVENiJE �e.t Missisaippi River Boulevard as approved November 7, 1968 � by Council Resolution C.F. No. 2�+0881; now, thereflore, upon the� recorr�end.ation , of the Co�nissioner of Public Works, be it/ � RESOLVED, that the p18.ns a.nd specifications for the above nat�ed � im�provement, as approved by the Council, be and the�same are hereby- changed, moditl.ed a.nd aanended in accordance with Addendum No. 1, which is attached to a.nd made a part of this Resolution and of the a�orementioned plana and specifications; and that ftarther, all interested parties be notiPied of this Addendum. � . . ' ,. - - - --•- - - . '. �' y- _._ ---�'•- :l--.W.r �tOV 2 9 196� COUNCILMEN Adopted by the Council 19— Yeas Nays ��V 2 9 196� \ 6�ar�ar` �Dalglish , Approver� 19—_ �Meredith , it, n Favor � \�et��se� • `Sprafka � ,��t�� Mayor . ._.. A gainst ,�;_Presiiie,�nt,yrn��3oEii6�E Rt�Bit1�F� 1�Q1I 3 0 196� . , Mr. ��icc: i'resid�at (Pete�son) ' �� . �J � �� . � ��`�� • . CiTY OF ST. PAUL - � DEPARTMENT OF PUBLIC WORKS ' CONSTRUCTION OF ' MISSISSIPPI RIVER BOULEVARD FROM DAYTON AVENUE TO PELHAM BOULEVARD , �PROJECT P-19�A M.s.a. 6�+-�66-05) � - ADDENDUM N0. i REFER TO PLANS� SHEET NO. 2 OF HO SHEETS SEE ��RETAINING WALL ALTERNATE� TYPE I �CANTILEVERED�� ' CHANGE THE ESTIMATED QUANTITY FOR ITEM N0. �II .GO7 FROM 't'+U LINEAR FEET TO 896 LINEAR FEET. , CHANGE THE ESTIMATED Q.UANTITY FOR ITEM N0. Z�FO2.52I FROM 1612H POUNDS TO i5232 POUNDSo CHANGE THE ESTIMATED QUANTITY FOR ITEM NO. �-tII .GO9 FROM HC ANCHORS TO 3't92 LINEAR FEET. � SEE «RETAINING WALL ALTERNATE� TYPE 2 �CAST—IN—PL'ACE PILE�rr CHANGE THE ESTIMATED •QUANTITY FOR ITEM NO. 'tII .CO9 FROM 92 ANCHORS TO 5►08 LINEAR FEET. . � SEE ��RETA I N.I NG WALL ALTERNATE� TYPE 3 �STEEL CA I SSON PI LE:�T�� CHANGE THE ESTIMATED QUANTITY FOR ITEM N0. '+II .6O9 FROM 7O ANCHORS TO 2�99 LINEAR , FCET. RcFr•.R TO PI.ANS� SI�IECT N0. � OF F�O SIIECT3 SE:EiTADULATION OF RETAINING WALLS ON LEFT—FIAND SIDE OF SH�ET: UNDER WALL N0. I� TYPE I �CANTILEVERED� CIiANGE TH� QUAN1'ITY FOR 2��02.�2I FROM �2�G POUNDS 70 H�H7 POUNDS. CIIANG� TMf: QUANTITY FOR �II .6O7 FROM 256 LINFAR F��T `f0 �� LIN�AR FE�To , CIiANGC TI•IC QUAN'f I TY I'OR �� .GO� f ROM C�O ANCF�ORS TO ��3 LI NCAR FG�Y. UNDER WALL N0. I� TYPE 3 �STEEL CAISSON� CHANGE THE QUANTITY �'OR �II .�9 FROM 6O ANCHORS TO 1873 LINEAR FEET. UNDER WALI N0. 2 AND 3� TYPE I �CANTILEVERED� CHANGE THE QUANTITY FOR �II .6O9 FROM 16 ANCHORS TO I293 LINEAR FEET. CH'ANGE THE QUANI'ITY FOR z�O2.52I FROM h912 POUNDS TO 65�+5 POUNDS. � CHANGE THE QUANTITY FOR 'tII .�7 FROM �9L LINEAR FEET TO 3H5 LINEAR FEET.` �t . -- . I o F 3 � . . > • " MISSISSIPPI RIVER BOULEV.AR� ' DAYTON AVE. TO PELHAM BLVD. PRO�. P-t 9�+a Msa 6�+-t 66-05 ADDENDUM N0. I (CoNr.) , UNDER WALL NO. Z AND 3� TYPE 2 �CAST-IN-PLACE PILE� CHANGE THE QUANTITY FOR �II .CO9 FROM 32 ANCHORS TO I293 LINEAR FEET. � UNDER WALL N0. �� TYPE 2 ' • � "•CHANGE THE QUANTITY FOR '+II .6O9 FROM E)O ANCHORS TO 3V15 LINEAR FEET. . �f: � , UNDER WALL N0. 5� .TYPE I �CANTILEVERED� CHANGE THE QUANTITY FOR �II .6O9 FROM IO ANCHORS TO 326 LINEAR FEET* ' UNDER WALL N0. 5� TYPE 3,1 �STEEL CAISSON� , CHANGE THE QUAN7ITY FOR '+II .6O9 FROM �O ANCHORS TO 32C LINEAR FEET. SEE ��ESTIMATED QUANTITY NOTESr� . ' CHANGE NOTE ��+�� TO READ: INCLUDES THE BEAMS IN THE CAST-IN-PLACE PILES FOR WALLS N0. Z� 3 AND � AND INCLUDES THE WALERS FOR TH� ANCHORING OF WALL N0. �. CHANGE NOTE ��5� TO READ; i Q BEARING PILES FOR THE CANTILEVERED WALLS - U �F 17# , REFER TO PLANS� SHEET N0. OF HO SHEETS SEE ELEVATION DRAWING FOR WALL N0. 2 CORRECT THE STEM HEIGHTS FOR THE CANTILEVER SUCH THAT THE HEIGHT FOR THE LAST , JOINT AND FOR THE END OF THE WALL SHALL BOTH BE 6 FEET. THE SECOND JOINT FROM THE END SHALL BE 7 FEET � THE THIRD JOINT FF20M THE END SHALL BE 9 FEET THE FOURTH JOINT FROM THE END SHALL BE II FEET THE FIFTH JOINT FROM THE END SHALL BE ,I•3 FEET THE SIXTH JOINT FROM THE END SHALL BE 15 FEET . • THE SEVENTH JOINT FROM THE END SHALL BE 17 FEET ! THE EIGHTH JOINT FROM THE END SHALL BE 19 FEET ON ONE SIDE OF THE STEP AND 22 FEET ON THE OTHER SIDE OF THE STEP �THE 22 FEET IS ALREADY SHOWN CORRECTLY� . REFER TO PLANS� SHEET NO.. �� OF HO SHEETS � SEE ELEVATION DRAWING FOR WALL N0. 5 j + ADD THE STEM HEIGHTS FOR THE CANTILEVER FROM BEGINNING OF WALL TO ENDING OF WALL � AS FOLLOWS: 6 FEET� H FEET� �O FEET� II FEET� 9 FEET� 7 FEET AND E) FEET. • j REFER TO SPECIAL PROVISIONS B-17. I� PAGE � ADD TO PARAGRAPH 3 AS FOLLOWS: • � . STRUCTURAL STEEL SHALL BE H I�F 17#• 2 0 F 3 �, � . �� . � . , � MISSISSIPPI RIVER BOULEVARD DAYTON AVE. TO PELHAM BLVD. PRO,,. P-�9�a Msa 6�+-�66-05 ADDENDUM N0. i (CoNr. ) REFER TO SPECIAL PROVISIONS B-IH.�D� PAGE �FO , • ADD TO PARAGRAPH � A'S FOLLOWS: THE PLANNED STRUCTURAL BEAM SIZE SHALL BE VERIFIED BY THE ENGINEER BEFORE BEING ORDERED BY THE CONTRACTOR AS THE SIZING MAY CHANGE DEPENDING UPON THE RESUL7•S OF THE TEST SECTION AS REFERRED TO IN SPECIAL PROVIS(ON B-3�. REFER TO SPECIAL PROVISIONS B-ZO.�� PAGE �� ' , REVISE THE FIRST SENTENCE OF THE PARAGRAPH AS FOLLOWS: MEASUREMENT SHALL BE� PER LI'NEA`R FOOT OF ANCHOR ROD AND SHALL INCLUDE ANCHOR FOOT� CEMENT SLURRY� STEEL SHIMS� BEARING PLATES AND ALL OTHER INCIDENTALS TO CONSTRUCT THE ANCHOR INPLACE. • � REFER TO SPECIAL PROVISIONS B-2O. � PAGE '+5 ' CHANGE THE UNIT OF ITEM N0, �II .6o9 FROM ANCHOR TO LINEAR FOOT. REFER TO SPECIAL PROVISIONS B-2O. I� PAGE �� ADD TO THE PARAGRAPH AS FOLLOWS: , THE TYPE �OF ANCHOR CONSTRUCTION SHALL BE AS DESCRIBED HEREIN OR AN APPROVED EG2UAL PROVIDED THE APPROVED EQUAL IS ANCHORED IO FEET INTO THE PLATTEVILLE EORMATION AND IS CAPABLE OF WITHSTANDING A 36 TON TEST LOAD. • REFER 70 SPECIAL PROVISIONS B-�.�� PAGE 19 � DELETE THE LAST PARAGRAPH REFER TO SPECJ-AL PROV I S I ONS 8--�'+, I� PAGE ADD TO THE PARAGRAPH AS FOLLOWS: � THE RESULTS OF THE TEST SECTIONS SHALL BE REVIEWED TO DETERMINE THE NECESSARY DEPTH OF PENEjRATION OF THE PILES AND TO DETERMINE .THE ADEQUACY OF THE STRUCTURAL STEEL IN THE PILE. •THE STRUCTURAL STEEL SIZE MAY BE LESS THAN THAT AS INDICATED IN THE PLANS. � , , � . 3oF3 . . � DUrLICATS TO PRIHTYR � -`��.-� • : CITY OF ST. PAUL COUNCIL NO � OFFICE OF THE CITY CLERK FILE , COUNCIL RESOLUTION—GENERAL FORM PRESENTED BY COMMISSIONER��,��e�} DATF WH�B, It han b�i1 lOtlnd D@C�s�l�ry 'h0 Che�II�l� �aDdit'y �IIQ �#r�Dd aet�i.n por�ion� o� th�t pl�s � epeaifi�tions her�►to�ore i�rc�v�d for th� propoeed �radin8 snd. p�.vin6 of MI�SISSIPPX RI�R BOtILEV�AD trda approxi�t�l.y 60(� !'�tt �auth of D�yton AvRnue� t•� �pp�xi��k,�13► 225 ��t north oP PelhaB Boul�d, I�AY'IOp 4�V� troa Mis�i��ippi &i�r Bou].�vard to �pprox3.s�'h�1,Y l$5 fe�t ��t a,rx�. P$L��AI�t BOLA�Y1l�D �'raar Mis�i��igpi aiv�r Boulev�rd to appro�ci�ate].y 235 Peet n�orth e�nd constrn.eting a� brid.� 4n I�RSHALTa A� �t M�.�a�s�ipp� River �ru7.�vard as r�pprav�d. NaPatb�r 7, .1968 by Counci�. R�salut�on �«�'+, l40� 24U881; na�►, therefoz�; upon th� �Q��on o� the Casai.��ion� of l�'�a.bl3c S�ork�, b� 1t. R�BQbYSD, `�hat 'the planu and speciPications �or fi�e �,bov� n�. 3�rave�ent, ea e�pro�ve.d. 'by the Cryuneil, b� a�d th� �e � ls�reby��d, aad3f'ied exx3. a�e�d ir� �caord�a,ce With Addena.ua No� �,, �►Iiich i� e�tt�cbe�d: �a and �ade a par� of th�.� Reeolut�on e�. o�' 't#�e atore�ntioneK]. p�.an�a �,nd epec9.�'3c�t3ons; a� t�at f�artYusrj a1.1 �.�rtereat�d..p�,r��.eg be� n�qtitiAd o! �th3� ,�ddendus�� . . . , �Q� 2 g 196� COUNCILMEN Adopted by the Counci� 19— Yeas Nays rV6V � �� 1968 6ar�sag Dalglish Approved 19—_ Meredith � Tn Favor �e�ersoa ' Sprafka Mayor �gainat TeFlesce- j,; N1r. l�residerit;=Byrne; ��k .,_. Mr. Vico Yr�sicieat (Pdterednj ��