ADDENDUM ADDENDUM NO.: 01 PROJECT NO.: CONTRACT NO.: DATE OF ISSUE: January 12, 2018
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1 ADDENDUM ADDENDUM NO.: 0 PROJECT NAME: Williams Park Fieldhouse PROJECT NO.: 320 CONTRACT NO.: C593 DATE OF ISSUE: January 2, 208 NOTICE OF CHANGES, MODIFICATIONS, OR CLARIFICATIONS TO CONTRACT DOCUMENTS The following changes, modifications, or clarifications are hereby incorporated and made an integral part of the Contract Documents. Unless clearly expressed otherwise by this Addendum, all terms and conditions defined in the original Contract Documents shall continue in full force and effect and shall have the same meaning in this Addendum. Issued Addenda represent responses/clarifications to various inquiries. Contractors shall be responsible for including all associated labor/material costs in its bid. Drawings/specifications corresponding to inquiry responses will be issued with the Issue for Construction Documents, upon issuance of building permit. ITEM NO. : ITEM NO. 2: ITEM NO. 3: ITEM NO. : ITEM NO. 5: ITEM NO. 6: List of Attachments and Drawings: CHANGE TO KEY DATES Change. Bid Due/Time and Public Bid Opening: a. The Bid Due and Public Bid Opening Dates/Times have been RESCHEDULED to Monday, January 29, 208 at :00 a.m. b. The Pre-Award Meeting Date/Time has been RESCHEDULED to Wednesday, January 3, 208 at 0:00 a.m. REVISIONS TO BOOK PBC INSTRUCTIONS TO BIDDERS REVISIONS TO BOOK 2 PBC STANDARD TERMS AND CONDITIONS REVISIONS TO BOOK 3 TECHNICAL SPECIFICATIONS REVISIONS TO DRAWINGS Change. REVISED Drawing C.0, C., A.3, T2., to add a new AT&T manhole. REQUESTS FOR INFORMATION This Addendum includes the following attached Specifications and/or Documents:. This Addendum includes the following attached Drawings:. C.0 Site Demolition Plan, dated 2/22/ C. Site Utility Plan, dated 2/22/ A.3 Partial Site Plan, dated 2/22/207.. T2. Telecom Floor Plan dated 2/22/207. END OF ADDENDUM NO. 0 PBC: Williams Park Fieldhouse_C593 - Addendum No. Page of 5
2 NOTE: AN MCI CONTRACTOR MUST BE ON SITE DURING ANY WORK IN CLOSE PROXIMITY TO THE EXISTING FIBER OPTIC LINE PARK #26 CHICAGO, IL 6066 LGB EXISTING MCI FIBER OPTIC DUCT BANK TO REMAIN. GC SHALL CONTACT MCI PRIOR TO THE START OF EXCAVATION. GC SHALL COORDINATE WITH MCI REGARDING REQUIREMENTS FOR DIGGING AROUND EXISTING DUCT BANK, HAND DIGGING WILL BE REQUIRED AROUND MCI INFRASTRUCURE. GC SHALL COORDINATE WITH MCI REGARDING REQUIREMENTS FOR SUPPORT OF EXISTING DUCT BANK IF EXPOSED DURING EXCAVATION ACTIVITIES, INCLUDING "ZERO MOVEMENT" REQUIREMENTS. THE GENERAL CONTRACTOR SHALL TELEVISE THE SITE PRIOR TO COMMENCEMENT OF SITE DISTURBANCE INVOLVING MCI FIBER OPTIC DUCTS, IN ACCORDANCE WITH MCI REQUIREMENTS 808 N Dearborn Street, Chicago, Illinois 6060 T F N. Ridge Road, Suite 202 Homewood, IL 6030 Chicago, IL East Wacker Drive, Suite 800 Chicago, IL S. york Street, Suite 250 Elmhurst, IL E. 87th Street, Chicago, IL N. Upper Wacker Dr, Suite 223 SOUTH STATE STREET Addendum 2/22/207 C.0 SITE DEMOLITION Issue for Bid 2/06/207 Certified Permit Corrections PBC Contract No.: C593 Project No.: 320 8/03/207 Permit & Bid 6/0/207 SITE DEMOLITION C.0 PBC: Williams Park Fieldhouse_C593 - Addendum No. Page 2 of 5
3 STORM SEWER SCHEDULE TO NOT USED LEGEND 5. ' DIA. TYPE A RESTRICTOR CATCH BASIN WITH EJIW 050 FR & LID =.67± 8" W FL IN = " N FL IN = " S FL OUT* = TO 6: LF 8" 5 TO 0: 36 LF 8" *WITH CUSTOM VORTEX RESTRICTOR, REG-U-FLO VORTEX VALVE; 3.9 INCH BY HYDRO INTERNATIONAL, MODEL #VM (SEE DETAIL ON C.9) 6. ' DIA. TYPE A CATCH BASIN W/EJIW 050 FR & GR =.0 8" E FL OUT =.0 7 TO 9 NOT USED 0. ' DIA TYPE A CATCH BASIN W/EJIW 050 FR & GR =.0 8" N FL IN/OUT = 9.8 8" S FL IN/OUT = TO : 36 LF 8" ' DIA. TYPE A CATCH BASIN W/EJIW 050 FR & GR =.0 " N FL IN = " S FL OUT = 9.5 TO 2: 9 LF " PERF 0.0% 2. ' DIA. TYPE A CATCH BASIN W/EJIW 050 FR & GR =.0 " NW FL IN = 0.02 " S FL OUT = TO 3: 69 LF " PERF 0.0% 3. ' DIA TYPE A CATCH BASIN W/EJIW 050 FR & GR =.90 2" W FL IN = 0.73 " E FL OUT = TO : 0 LF 2" ' DIA TYPE A CATCH BASIN W/EJIW 050 FR & LID = " W FL IN = " SW FL IN =.0 2" E FL OUT = 0.83 TO 6: 2 LF 6" AWWA TO 7: LF 2" 5. 6" x 6" x 6" 5 JOINT 6. 6" FL =.8 5 TO 35: 87 LF 6" AWWA = 5.60± 6" FL IN = ' DIA. TYPE A MANHOLE WITH EJIW 050 FR & GR = 5.0 2" W FL IN = " SE FL IN = " E FL OUT = TO 8: 56 LF 2" 7 TO 3: 3 LF 6" 3.00% 8. ' DIA. TYPE A MANHOLE WITH W/EJIW FR & GR = 5.0 6" W FL IN =.53 6" SW FL IN = " E FL OUT =.53 8 TO 9: LF 6" 8 TO 30: 3 FL 6" 3.00% = 5.68± 6" S FL IN =.6 6" E FL OUT =.6 9 TO 23: 93 LF 6" AWWA 33 TO 3: 5 LF 6" 50% 3. = " FL = TO 35: LF 6" 50% 3 TO 36: 2.5 LF 6" 35. CONNECTION TO DOWNSPOUT** 6"/" ADAPTER FL 36. = " FL = TO 37: LF 6" 50% 37. CONNECTION TO DOWNSPOUT** 6"/" ADAPTER FL **SEE ARCHITECTURAL S FOR DETAIL LGB STORM SEWER PIPE ABBREVIATIONS: NOTE: FOR DRINKING FOUNTAIN DETAILS SEE SHEET A.6 NOTE: AN MCI CONTRACTOR MUST BE ON SITE DURING ANY WORK IN CLOSE PROXIMITY TO THE EXISTING FIBER OPTIC LINE EXISTING MCI FIBER OPTIC DUCT BANK TO REMAIN. GC SHALL CONTACT MCI PRIOR TO THE START OF EXCAVATION. GC SHALL COORDINATE WITH MCI REGARDING REQUIREMENTS FOR DIGGING AROUND EXISTING DUCT BANK, HAND DIGGING WILL BE REQUIRED AROUND MCI INFRASTRUCURE. GC SHALL COORDINATE WITH MCI REGARDING REQUIREMENTS FOR SUPPORT OF EXISTING DUCT BANK IF EXPOSED DURING EXCAVATION ACTIVITIES, INCLUDING "ZERO MOVEMENT" REQUIREMENTS. THE GENERAL CONTRACTOR SHALL TELEVISE THE SITE PRIOR TO COMMENCEMENT OF SITE DISTURBANCE INVOLVING MCI FIBER OPTIC DUCTS, IN ACCORDANCE WITH MCI REQUIREMENTS ESVCP = EXTRA STRENGTH VITREOUS PIPE PER ASTM C 700 CPVC = CORRUGATED POLYVINYL CHLORIDE (PVC) WITH SMOOTH INTERIOR PER ASTM F 99 AWWA C900 = POLYVINYL CHLORIDE (PVC) PRESSURE PIPE, WATERMAIN QUALITY PIPE AND FITTINGS. D.I.P. = DUCTILE IRON PIPE PER ANSI A2.5 PERF = PERFORATED FL = FLOWLINE PARK #26 CHICAGO, IL N Dearborn Street, Chicago, Illinois 6060 T F N. Ridge Road, Suite 202 Homewood, IL 6030 Chicago, IL East Wacker Drive, Suite 800 Chicago, IL S. york Street, Suite 250 Elmhurst, IL E. 87th Street, Chicago, IL N. Upper Wacker Dr, Suite X 6 5 ELBOW = " FL = TO 2: 5 LF 6" 50% 2. = " FL = TO 22: LF 6" 50% 2 TO 23: 2.5' 6" 22. CONNECTION TO DOWNSPOUT** "/" ADAPTER FL = " FL = TO 2: LF 6" 50% CONNECTION TO DOWNSPOUT** 6"/" ADAPTER FL 25 TO 29 UNUSED 30. CONNECTION TO DOWNSPOUT 3. 6"/" ADAPTER = 3.09 CONNECTION TO DOWNSPOUT 6"/" ADAPTER = NOT USED 33. 6" 5 ELBOW = " FL = TO 3: 5 LF 6" 50% 3. SANITARY SEWER SCHEDULE A CONNECTION AT EX. 30" SANITARY SEWER EX. 30" N-S, FL* =.30± (V.I.F) 8" SAN RISER = 5.5 A TO B: 53 LF 8" B. ' DIA. SANITARY MANHOLE W/EJIW 050 FR & WATERTIGHT LID =.67± 8" W FL IN = " N FL IN = " E FL OUT = 6.8 B TO D: 7 LF 8" 2.70% B TO 5: 0 LF 8" 5.20% C. NOT USED D. E. F. ' DIA. SANITARY MANHOLE W/EJIW 050 FR & WATERTIGHT LID = 5.0± 8" NW FL IN = 0.22 " N FL IN = 2.0 " NNW FL IN = " E FL OUT = 0.20 D TO E: 5 LF 8" D TO H: 53 LF " D TO K: 23 LF " D TO J: 32 LF " ' DIA. SANITARY MANHOLE W/EJIW 050 FR & WATERTIGHT LID 8" W FL IN = " SE FL OUT = 0.50 E TO F: 7 LF 8" F.G. = " FL = 0.70 F TO G: 2 LF 8" G. H. CONNECTION AT BUILDING 6" FL = 0.68 ' DIA TY A CATCH BASIN W/IRON SMITH 900FDR-2 FRAME & 9057DR-2R IRON SMITH ALUMINUM GRATE = 5.00 " E FL OUT = 2.6 I NOT USED J. K. ' DIA TY A MANHOLE W/EJJIW 05O FR & LID = 5.5± " E FL OUT =.2 DRINKING FOUNTAIN (REFER TO PLUMBING DRAWINGS FOR FIXTURES) " S FL OUT = 2.2 V.I.F. = VERIFY IN FIELD UTILITY CROSSINGS. BOTTOM OF 6" GAS LINE = 0.3±* TOP OF 0" COMBINED SEWER = 6.85 *ESTIMATED 2.5' OF COVER, FIELD VERIFY 2. BOTTOM OF EX. ELEC CABLE = 0.3±* TOP OF 0" COMBINED SEWER = 6.88 *ESTIMATED 2.5' OF COVER, FIELD VERIFY 3. BOTTOM OF EX. 8" WATER MAIN = 8.0±* TOP OF 0" COMBINED SEWER = BOTTOM OF 6" STORM SEWER = 3.65 TOP OF 8" SANITARY SERVICE = BOTTOM OF EX. 2" WATERMAIN = 9.20±* TOP OF 6" WATERMAIN = 8.90 SOUTH STATE STREET 6. BOTTOM OF EX. 2" STORM SEWER = 0.98 TOP OF 3" WATER SERVICE = BOTTOM OF 6" STORM SEWER = 2.37 TOP OF 3" WATER SERVICE = BOTTOM OF EX. 2" STORM SEWER =.3 TOP OF 3" WATER SERVICE = 9.6 (SEE CONFLICT DETAIL) 9. F.G. = 6.2 TOP OF FIBER OPTIC CONDUITS = 3.2 BOTTOM OF FIBER OPTIC CONDUITS = 2.2 TOP OF 2" STORM SEWER =.7 0. F.G =.5± BOTTOM OF GAS SERVICE =.9 TOP OF EX. 2" WATERMAIN = 9.5 V.I.F. = VERIFY IN FIELD C. SITE UTILITY Addendum Certified Permit Corrections PBC Contract No.: C593 Project No.: 320 8/03/207 Issued for bid 2/06/207 Permit & Bid 6/0/207 SITE UTILITY C. 2/22/207 PBC: Williams Park Fieldhouse_C593 - Addendum No. Page 3 of 5
4 PBC: Williams Park Fieldhouse_C593 - Addendum No. Page of 5
5 26 MEN 7 OFFICE 2 RECEPTION 3 02 JANITOR CLUB 0A PARK #26 CHICAGO, IL GYMNASIUM 25 3 GYM ENTRY 22 5 ENTRY LOBBY 0 PANTRY N Dearborn Street, Chicago, Illinois 6060 T F ELECTRICAL 29 MDF WOMEN 2 8 FAMILY 9 MECHANICAL VENDING MACHINE CLUB 0B KH 2/22/ N. Ridge Road, Suite 202 Homewood, IL 6030 Chicago, IL East Wacker Drive, Suite 800 Chicago, IL S. york Street, Suite 250 Elmhurst, IL E. 87th Street, Chicago, IL N. Upper Wacker Dr, Suite 223 TELECOMMUNICATIONS FLOOR Addendum 2/22/207 PBC Contract No.: C593 Project No.: 320 Issue for Bid 2/06/207 TELECOM FLOOR T2. KH 2/22/207 PBC: Williams Park Fieldhouse_C593 - Addendum No. Page 5 of 5
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