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  • E.E. Cruz & Company, Inc. v. Starr Surplus Lines Insurance CompanyCommercial - Insurance document preview
  • E.E. Cruz & Company, Inc. v. Starr Surplus Lines Insurance CompanyCommercial - Insurance document preview
  • E.E. Cruz & Company, Inc. v. Starr Surplus Lines Insurance CompanyCommercial - Insurance document preview
  • E.E. Cruz & Company, Inc. v. Starr Surplus Lines Insurance CompanyCommercial - Insurance document preview
  • E.E. Cruz & Company, Inc. v. Starr Surplus Lines Insurance CompanyCommercial - Insurance document preview
  • E.E. Cruz & Company, Inc. v. Starr Surplus Lines Insurance CompanyCommercial - Insurance document preview
  • E.E. Cruz & Company, Inc. v. Starr Surplus Lines Insurance CompanyCommercial - Insurance document preview
  • E.E. Cruz & Company, Inc. v. Starr Surplus Lines Insurance CompanyCommercial - Insurance document preview
						
                                

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FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020 NYSCEF DOC. NO. 111 RECEIVED NYSCEF: 12/09/2022 Exhibit B FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020 NYSCEF DOC. NO. 111 RECEIVED NYSCEF: 12/09/2022 II engineering that moves you 1501 Broadway New York, NY 10036 T 212.944.1150 • F 212.391.0297 www.hardesty-hanover.com QUALITY CERTIFICATE Region 8 Bridge Replacements (Westchester Project Name County) Project & Contract No.: D900036 Contractor: EE Cruz & Co., Inc. The Design Quality Control Engineer certifies that the following statement that pertains to: Submittal No. BIN 5500739 - Design Unit 2 Revision 0 NYS RTE 987D Over Saw Mill River - Substructure Submittal Title/Name: Release for Construction {100%) Resubmission #1 Submittal Date : February 7, 2018 Hardesty & Hanover has conducted its design QC checks and reviews throughout the design process in compliance with the Design Quality Control Plan and the contract requirements. Design Quality Control Engineer PAGE 1 OF 1 FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020 NYSCEF DOC. NO. 111 RECEIVED NYSCEF: 12/09/2022 + UNIT 21 RELEASE FOR CONSTRUCTION - SUBSTRUCTURE THE ATTACHED DOCtllENTS ARE RELEASE FOR CONSTRUCTION staflSSION BY1 DESIGN BRIDGE IDENTIFICATIOH NUMBER BINt 5500739 LOCATION DESCRIPTION, NYS RTE 987D OVER SAW MILL RIVER 1HE LEAD STRUCTUW. ENOltEEJI CERTIFIES TIIE ATTACHEDDOCllENTS FORI C[J DOCUMENTS WERE SUSMITTED TO THE CONTRACTOR FOR REVIEW ON1 Ci] REVIEW COMMENTS WERE RECEIVED ON, Ci] REVIEW COMMENTS WERE SATISFACTORILY ADOftESSEDONs cJ J " ZHI YING WEN, P.E. DATE ....:z:t:i LEAD STRUCTURAL ENGINEER u THE DESIGN MANAGER CERTIFIES THE ATTACHED DOCIIEfTS FOfb I (]] ACCURACY (]] ADE®ACY (]] CONFORMANCE TO STANDARDS OF PRACTICE Ci] COMPLIANCE WITH CODES AND STANDAROS (]] COST EFFECTIVENESS [iJ QUALITY (u FITNESS FOR PURPOSE ANO/OR FUNCTION AS SPECIFIED ANO/OR IN THE CONTRACT (u CONFORMANCE WITH THE STANDARD PRACTICES ANO SPECIFICATIONS OF NEW YORK STATE DEPARTMENT OF TRANSPORTATION ; ..:I "" <.> w :r - DATE INDEX SHEET OF DRAWINGS DRAWING DESCRIPTION V t DU2-T-1 SUSSRUCTIJRE TITLESHEET 2 OU2-N0-1 SUBSTRUCTURE GENERAL NOTES 3 DU2-GPE-1 GENERAL PLAN ANO ELEVATION TIIEDESIGN QUALITY CONTROL (QC)ENGJNEER CERTIFIES T1fEATTACHED. DOCUiENTS FORI 4 DU2-BABT-1 BEGIN ABUTMENT PLAN AND ELEVATION 5 DU2-BABT-2 BEGIN ABUTMENT REINFORCEMENT DETAILS 1 .., (u OESIGN CHECKS HAVE BEEN COMPLETED 6 OU2-8ABT-3 BEGIN ABUTMENT REINFORCEMENT DETAILS 2 1 DU2-EABT-1 END ABUTMENT PLAN ANO ELEVATION [iJ WORK CONFORMS TO CONTRACT REQUIREMENTS 8 OU2-EABT-2 END ABUTMENT REINFORCEMENT DETAILS 1 • .; (u ANY DEVIATIONS OR DESIGN EXCEPTIONS HAVE BEEN DOCUMENTED 9 to OU2-EABT-3 DU2-A8T-t END ABUTMENT INTEGRAL REllFORCEMENT ABUTMENT SECTION DETAILS AND 2 DETAILS 11 OU2-WAL-1 WJNGWALL DETAILS [iJ JES ARE FOLLOWING THE ®ALITY PLAN OF THE DESIGN-BUILDER 12 DU2-PIR1-1 PIER 1 PLAN AND ELEVATION [iJ DING I SUES OR COMMENTS FROM DESIGN REVIEWS HAVE BEEN SATISFACTORILY RESOLVED 13 OU2-PIR1-2 PIER 1 REINFORCEMENT DETAILS 14 DU2-PIR2-1 PIER 2 PLAN AND ELEVATION 15 OU2-PIR2-2 PIER 2 REINFORCEMENT DETAILS 16 DU2-APR-1 APPROACH SLAB PLAN 1T DU2-APR-2 APPROACH SLAB DETAILS 2 18 DU2-BRR-1 MEDIAN BARRIER DETAILS 19 ou2-Ds-1 DRILLED SHAFT OETAILS WILLIAM RILEY.t.-P.E, DATE DU2•PIL-1 STEEL PILE DETAILS 20 QUALITY MANA1,1:.R 21 DU2-MISC-1 MISCELLANEOUS OET AILS .; ...."" "' i r-:=-:---- :--:-:---:--------,r-- AL TEJIEO BY: AFFIX SEAl.1 HARIJESTY & HANMR, LLC -------------r-----------------, ~ OHa FEBRUARY 7, 2018 Olla 2/19/2018 DARREN VIAN. .E, DAT£ THIS ll!AIINI: HAS INIEROONE RMEIS AS f 8~11~ REUREO TO BE REL£ASED FOR COHSTRUCTION INlER Ill SECTUINS IU-9.3 ANl ttH2.2 rE Tl£ CONTRACT DOCllEJrTS ~HL'L1ls10N-RELEASE FOR CONSTRucnoN I I AS-8UILT REVISIONS DESCRIPTION rE ALTERATIONS: i------- -------- ----1 PIN 8BOl6 IIYS RTE 9870 OVER SAi lllll RMll TOWN OF GIIEENIIIRlll BRIDGES 5500739 CIJ.'t'ERTS SlBSTRUC11IE CONTRACT NU11BER All DIIIENSICIIS Ill ff IJI.ESS 0ntERIIISE HOTEO 0900036 l@f ; Tl1lE SHEET DRAWING NO. Dll2·T-1 !~.. ~ IIYS IIIIIIE 91111 CMR SAi 111.l RMJI SHEET NO. 1 l*I s ~ ; ITIS,. rE VlOUTIOH UI FOR ANYPEIISl»I. IN.ES$THEYAREACTING CCOOY, WESTCIESTER UNDER REGION: a ARCHITECT. OR LAN> SlllVEYOR, THE DIRECTIOII GF A LICENSED PROFESSIOIIM. ENGIIEER, ARCHITECT, LANDSCAPEARCHITECT, ~ I"'""'"....._ ,,,---- f .....,--•-•• 0 -----------.....J1-__________. . . _SHAU. IAY. IF NI rE A UC£NSED PROFESS[ONAI. IS ALTERED, TME Al.lERIHG ITEM 8EARING TIIE STAMP OODE£R, Ull>SCAPE ARCHITECT, ORUN) SURVEYOR TO ALTER AN ITEM IN ltlCY __por1a ~T-rans ~>- ~~ + .;; ~ ___.oo_llWl)E __s_r_•_m_E_o_OWEHT __ __AL_TW o~B-r_F_~~L-OIEO_;__~_Tlf_Em_~_CNA_lUIE......,;._TH£_0_A_TE_OF_SUC11 ___THE_~_n_TI_OH_·AL_TER£ __ __ TI_OH_._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _OH_rE_TIIE_AL_TERA TI_ON..;....AIII_A_SPE_CrF_~_~_SCRJPTI ,....ii,__..;;;.._ _ __ u_on__, FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020 NYSCEF DOC. NO. 111 RECEIVED NYSCEF: 12/09/2022 + THIS SHEET SUPERSEDES SHEET 1 NEW SHEET ttlllllER, DESCRIPTION: DESIGN UNIT 2: RELEASE FOR CONSTRUCTION - SUBSTRUCTURE 1RI I. REVISED SHEET AND THE ATTACHED DOCUMENTS ARE RELEASE FOR CONSTRUCTION SUBMISSION BY1 DRAWING NUMBERS IN ..; BRIDGE IDENTIFICATIONNUMBER BIN: 5500739 INDEX. LOCATION DESCRIPTION: NYS RTE 9B7D OVER SAW MILL RIVER RE VISED SHEET IUIIER . THE LEAD ST~AL ENOINEER CERTIFIES THE ATTACHED DOCUMENTS FORI (TI DOCUMENTS WERE SUBMITTED TO THE CONTRACTOR FOR REVIEW ON: ATE (TI REVIEW COMMENTS WERE RECEIVED ON: (TI REVIEW COMMENTS WERE SA TISF ACTOR IL Y ADDRESSED ON: ZHI YING ~~ WEN, P.E. {J./ 2y_,/2o I DATE g LEAD STRUCTURAL ENGINEER THE DESIGN MANAGER CERTIFIES THE ATTACHED DOCUIENTS FOlb ... "" u [TI ACCURACY - z: ..., oc: [TI ADEQUACY ..; [TI CONFORMANCE TO STANDARDS OF PRACTICE <.:> = [TI COMPLIANCE WITH CODES AND STANDARDS ~ < er C, m IT] COST EFFECTIVENESS QUALITY [TI FiTNESS FOR PURPOSE AND/OR FUNCTION AS SPECIFIED AND/OR IN THE c·oNTRACT [TI WITH TH TAN RD PRACTICES AND SPECIFICATIONS OF NEW YORK STATE DEPARTMENT OF TRANSPORTATION ...:; INDEX OF DRAWINGS DAVID ELUCA, P.E. DATE DESIGN MANAGER SHEET DRAWING DESCRIPTION TllEDESIGN Ql,IALITY CONTROL ENGINEER CERTIFIES (ClC) THE ATTACHED DOCUMENTS FOR, DESIGN CHECKS HAVE BEEN COMPLETED WORK CONFORMS TO CONTRACT REQUIREMENTS ..; ANY DEVIATIONS OR DESIGN EXCEPTIONS HAVE BEEN DOCUMENTED z: <.!> SIGN C JIVITIES ARE FOLLOWING THE QUALITY PLAN OF THE DESIGN-BUILDER ~ ALL OUT ANDI G ISSUES OR C, COMMENTS FROM DESIGN REVIEWS HAVE BEEN SATISFACTORILY RESOLVED ti:! i ..; 21 OU2-MISC-1 MISCELLANEOUS DETAILS AfFIX SEAL: HARDESTY & HANOVER. LLC ALTERED BY: ~ ON: APRIL 24, 2018 ON: 05/03/2018 DARREN VIAN, .E. DATE THIS DRAWING HAS UIIDERGONE REVIEWS AS ::c -a: DESIGN REQUIRED TO BE RELEASED FOR CONSTRUCTION UNIT 2 .... er DESIGN lJIDER 06 SECTIONS 111-9.3 ANO 111-12.2 OF SUBMISSION-RELEASE FOR CONSTRUCTION ,.; -< THE CONTRACT OOCLNENTS . .... (0 u ..._, ::::, AS-BUil. T REVISIONS 1-"N '-'Y"- S .;.:. RTE ~ 9:.::B.;.: 7D'-O ;;.;V.::: ER.:..=.:. SA:.::. W..:lill=L=- L..:.:RI::.:VE .:::R .:..__ __ _ _ _---l PIN 8BOW.OF BRIDGES CLLVERTS C DESCRIPTION OF ALTERATIONS: ALL DIMENSIONS IN ft IRUSS OTHERWISE NOTED CONTRACT NUMBER 5500739 ~rel <.J~C) ,::; TOWN OF GREENBURGH ..... "'' a= ~ Sl.8STRUCME D900036 "'' . ZN., c,..,.-,:;;: TITLE SHEET "' w II II II a.. NYS RME 9870 0\111 SAi lllU AMR DRAWING NO.OU2-T-1R1 i~ii4 Sl z !:;:::::> COUNTY, WESTCHESTER REGION: 8 SHEET NO. tRt LLJ);!:! ti:~ + "' ~ C, IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. SHALL STAii' THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" ARCHITECT, LANDSCAPE ARCHITECT, OR LANO SURVEYOR, TO ALTER AN !TEii IN ANY WAY. IF AN ITEN BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTER£0, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR FOLLOWED BY THEIR SIGNATIRE, THE DATE OF SUCH ALTERATION, ANO A SPECIFIC DESCRIPTION OF THE ALTERATION. .-J~JORK I Department of L-.,_J_;,.,,.,.,.,..,_ Transportation FILED: NEW YORK COUNTY CLERK 12/09/2022 08:41 PM INDEX NO. 652321/2020 NYSCEF + DOC. NO. 111 RECEIVED NYSCEF: 12/09/2022 THIS SHEET SUPERSEDES SHEET 1F1 NEW SHEET NUMBER,DESCRIPTION: 1R1 1,REVISED SHEET AND t;J DRAWING NUMBERS IN u. INDEX. u. DESIGN UNIT 2: RELEASE FOR CONSTRUCTION - SUBSTRUCTURE THE ATTACHED DOCUMENTS ARE RELEASE FOR CONSTRUCTION SUBMISSION BY: ::ill ....; BRIDGE IDENTIFICATION NUMBER BIN: 5500739 REVISED SHEET NUMBER LOCATION DESCRIPTION: NYS RTE 987D OVER SAW MILL RIVER 2. NEW SHEET · NUMBER,REVISED SHEET AND 1R2 DRAWING NUMBERS IN INDEX. REVISED SHEET NUMBER THE LEAD STRUCTURAL ENGINEER CERTIFIES THE ATTACHED DOCUMENTS FOR: JEFF MAFFEI,P.E. DATE NEW SHEET NUMBER,1.REVISED SHEET AND PROJECT MANAGER !Fl DRAWING NUMBERS IN W DOCUMENTS WERE SUBMITTED TO THE CONTRACTOR FOR REVIEW ON: INDEX. W REVIEW COMMENTS WERE RECEIVED ON: REVISED SHEET NUMBER W REVIEW COMMENTS WERE SATISFACTORILY ADDRESSED ON: NEW SHEET NUMBER,3.REVISED SHEET AND z 1R3 DRAWING NUMBERS IN 0 V, a: INDEX, - \ tN~ <[ UJ ~ ~ 0.. REVISED SHEET NUMBER cJ "" u ZHI YING WEN, P.E. DATE w I LEAD STRUCTURAL ENGINEER u THE DESIGN MANAGER CERTIFIES THE ATTACHED DOCUMENTS FOR1 UJ "" (.) [TI ACCURACY :z a: < [TI ADEQUACY ""....; [TI CONFORMANCE TO OF ST AND ARDS PRACTICE '-" z [TI COMPLIANCE WITH CODES AND STANDARDS ~ Cc. <{ w COST EFFECTIVENESS w QC C, QUALITY [TI FITNESS FOR PURPOSE AND/OR FUNCTION AS SPECIFIED AND/OR IN THE CONTRACT [TI CONFORMANCE WITH THE STANDARD PRACTICES AND SPECIFICATIONS OF DEPARTMENT OF TRANSPORTATION :z UJ ""r-.l INDEX OF DRAWINGS "" u w I u SHEET DRAWING DESCRIPTION AAAA s