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HomeMy WebLinkAbout2016-101 BOUND AGREEMENT 1 RESOLUTION NO. 2016-101 2 3 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT IN THE AMOUNT OF $423,604.92 TO 4 MARTINEZ CONCRETE, INC., PER PLAN NO. 13036 (SS-B) FOR CONSTRUCTION 5 OF ADA ACCESS RAMP & SIDEWALK IMPROVEMENTS. 6 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY 7 OF SAN BERNARDINO AS FOLLOWS: 8 SECTION 1. Martinez Concrete, Inc., 920 W. Foothill Blvd Azusa, California 91702 is 9 the lowest responsive responsible bidder for the Construction of ADA Ramp & Sidewalk 10 Improvements, Downtown Route (SS-B) 2015, per Plan No. 13036 (SS-B). A contract is 11 12 awarded to said bidder in a total amount of$423,604.92 with a contingency amount of 13 $42,395.08 but such contract shall be effective only upon being fully executed by both parties. 14 All other bids, therefore, are hereby rejected. The City Manager is hereby authorized and is directed to execute said contract on behalf of the City. The City Manager is hereby authorized 16 17 and directed to execute said contingency not to exceed $42,395.08 on behalf of the City. A copy 18 of the contract is on file in the office of the City Clerk and incorporated herein by reference as i 9 though fully set forth at length. 20 SECTION 2. This contract and any amendment or modifications thereto shall not take 21 effect or become operative until fully signed and executed by the parties and no party shall be 22 23 obligated hereunder until the time of such full execution. No oral agreements, amendments, 24 modifications or waivers are intended or authorized and shall not be implied from any act or 25 course of conduct of any party. 26 27 28 1 I SECTION 3. The authorization to execute this contract is rescinded if the parties to the 2 contract fail to execute it and return the fully executed contract to the Office of the City Clerk 3 within sixty(60) days of passage of this Resolution. 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2 1 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT IN THE AMOUNT OF $423,604.92 TO 2 MARTINEZ CONCRETE, INC., PER PLAN NO. 13036 (SS-B) FOR CONSTRUCTION 3 OF ADA ACCESS RAMP & SIDEWALK IMPROVEMENTS. 4 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and 5 Common Council of the City of San Bernardino at a joint regular meeting thereof, held on the 6 16`" day of May, 2016, by the following vote, to wit: 7 8 Council Members: AYES NAYS ABSTAIN ABSENT 9 MARQUEZ X 10 BARRIOS X- 11 VALDIVIA X- 12 13 SHORETT X- 14 14 NICKEL X 15 RICHARD X 16 MULVIHILL X 17 18 George Ha a, 0k, City Clerk 19 The foregoing Resolution is hereby approved this `day of May, 2016. 20 21 f 22 R. Carey Davis, ayor City of San Ber ardino 23 Approved as to form: 24 Gary D. Saenz, City Attorney 25 By: GA L 26 27 28 3 ADDENDUM NO. ONE. Contractor is notified that he shall submit referenced ADDENDUM ONE, as part of his Bid Documents. 5. The ATTACHMENTS indicating locations have been updated to reflect the Bid Schedules and are provided in this Addendum. ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE AS REQUIRED ON PAGE C-1, "ACKNOWLEDGEMENT OF ADDENDUMS", OF THE BID DOCUMENTS OF THESE SPECIAL PROVISIONS. BY: �- DATE: AMER JAKHER, P.E. Contract City Engineer ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 ATTACHMENTS TO ADDENDUM NO. ONE (PAGES NOT NUMBERED) ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP& SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE (SS-B)2015 PLANS AND SPECIAL PROVISIONS NO. 13036 Name of Bidder: ITEM DESCRIPTION OF ITEMS UNIT ESTIMATED UNIT TOTAL($) NO. QUANTITY PRICE $ 1 MOBILIZATION LS 1 2 TRAFFIC CONTROL LS 1 3 CLEARING AND GRUBBING UNCLASSIFIED LS 1 EXCAVATION&UNCLASSIFIED FILL 4 CONSTRUCT PCC CURB RAMP INCLUDING EA 10 RETAINING CURB PER SPPWC 111-5 5 MODIFY EXIST. PCC CURB RAMP PER SPPWC 111- 5 INCLUDING GRINDING LIP/INSTALL EA 9 DETECTABLE WARNING PER PLAN 6 RELOCATE SIGN PER CITY STD 504 EA 2 7 CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH TYPE I PER CITY STD 204 AND THE SF 5,500 SPECIAL PROVISIONS 8 CONSTRUCT PCC COMMERCIAL DRIVEWAY BY- PASS PER CITY STD 204 TYPE I AND THE SPECIAL SF 268 PROVISIONS 9 CONSTRUCT PCC SIDEWALK PER CITY STD 202 SF 9,630 AND THE SPECIAL PROVISIONS 10 CONSTRUCT PCC SIDEWALK BY-PASS INCLUDING RETAINING CURB AS REQUIRED PER CITY STD 202 SF 46 AND THE SPECIAL PROVISIONS 11 CONSTRUCT PCC CURB TYPE"A"PER CITY STD 200 AND THE SPECIAL PROVISIONS LF 53 12 CONSTRUCT PCC CURB&GUTTER TYPE"B"PER LF 62 CITY STD 200 AND THE SPECIAL PROVISIONS 13 CONSTRUCT PCC CROSS GUTTER/SPANDREL PER CITY STD 201 AND THE SPECIAL PROVISIONS SF 700 14 GRIND PCC SIDEWALK SURFACES LF 273 INACCORDANCE WITH CALDAG FIG CD-86 15 ADJUSTMENT CITY PB/COVERS TO GRADE EA 28 16 INSTALL METAL HAND RAILING,TYPE"A"PER LF 16 SPPWC STD PLAN 606-4 17 TREE REMOVAL EA 3 B-2 ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE(SS-B)2015 PLANS AND SPECIAL PROVISIONS NO. 13036 Name of Bidder: ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE TOTAL($) NO. QUANTITY $ 18 RESET TREE FRAME AND GRATING TN 8 19 STREET STRUCTURAL REPAIR per CITY STD 310 TN 500 20 ASPHALT CONCRETE LS 47 21 CRUSHED AGGREGATE BASE EA 39 22 RESTORATION LANDSCAPE, IRRIGATION and LS 1 LANDSCAPE CURB 23 BALLARD REMOVAL SF 4 24 SURVEYING per the SPECIAL PROVISIONS SF 1 CONSTRUCT AC COMMERCIAL DRIVEWAY BY- 25 PASS PER CITY STD 204 TYPE I AND THE SPECIAL EA 520 PROVISIONS 26 CONSTRUCT AC SIDEWALK BY-PASS INCLUDING RETAINING CURB AS REQUIRED PER CITY STD 202 SF 138 AND THE SPECIAL PROVISIONS 27 CONSTRUCT PCC LOCAL DEPRESSION PER CITY EA STD 407 AND THE SPECIAL PROVISIONS 1 28 CONSTRUCT PCC BUS PAD SECTION PER SPPWC PLAN 131-2 AND THE SPECIAL PROVISIONS SF 244 TOTAL BID SCHEDULE $ B-3a ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO.13036 MARCH 7, 2016 ADDITIVE BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE(SS-B)2015 PLANS AND SPECIAL PROVISIONS NO. 13036 Name of Bidder: ITEM DESCRIPTION OF ITEMS UNIT ESTIMATED UNIT TOTAL($) NO. QUANTITY PRICE $ 1 MOBILIZATION LS 1 2 TRAFFIC CONTROL LS 1 3 CLEARING AND GRUBBING UNCLASSIFIED LS 1 EXCAVATION&UNCLASSIFIED FILL 4 CONSTRUCT PCC CURB RAMP INCLUDING EA 7 RETAINING CURB PER SPPWC 111-5 5 CONSTRUCT PCC SIDEWALK PER CITY STD 202, THE PLANS AND THE SPECIAL PROVISIONS SF 852 6 CONSTRUCT PCC PEDESTRIAN PAD PER CITY STD 202,THE PLANS AND THE SPECIAL PROVISIONS SF 1467 7 CONSTRUCT PCC SIDEWALK PER CITY STD 202, SF 1814 THE PLANS AND THE SPECIAL PROVISIONS 8 CONSTRUCT PCC CROSS GUTTER/SPANDREL PER CITY STD 201 AND THE SPECIAL PROVISIONS SF 130 9 CONSTRUCT PCC 6"CURB TYPE"A"PER CITY STD 200,THE PLANS AND THE SPECIAL PROVISIONS LF 48 10 CONSTRUCT PCC CURB TYPE"A"PER CITY STD 200,THE PLANS AND THE SPECIAL PROVISIONS LF 60 11 CONSTRUCT PCC CURB&GUTTER TYPE"B"PER CITY STD 200,THE PLANS AND THE SPECIAL LF 85 PROVISIONS 12 CONSTRUCT PCC CURB&26"GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 5 PROVISIONS 13 CONSTRUCT PCC CURB&36"GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 187 PROVISIONS 14 CONSTRUCT PCC CURB&60"GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 10 PROVISIONS 15 CONSTRUCT PCC DRIVEWAY PER CITY STD 2031 SF 381 THE PLANS AND THE SPECIAL PROVISIONS 16 REMOVE AND CONSTRUCT 3"THICK ASPHALT OVER COMPACTED NATIVE PER THE PLANS AND SF 150 SPECIAL PROVISIONS B-3b ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 ADDITIVE BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE(SS-B)2015 PLANS AND SPECIAL PROVISIONS NO. 13036 Name of Bidder., ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE TOTAL($) NO. QUANTITY $ REMOVE AND CONSTRUCT 4"THICK ASPHALT 17 OVER 6"AGGREGATE BASE PER THE PLANS AND SF 451 SPECIAL PROVISIONS REMOVE AND CONSTRUCT 6'THICK ASPHALT 18 OVER 8"AGGREGATE BASE PER THE PLANS AND SF 350 SPECIAL PROVISIONS REMOVE AND CONSTRUCT W THICK ASPHALT 19 OVER 12"AGGREGATE BASE PER THE PLANS AND SF tl,20 SPECIAL PROVISIONS 20 RESET EXISTING BUS EQUIPMENT EA 6 TOTAL BID"ADDITIVE" SCHEDULE $ B-3c ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 SUMMARY OF BID SCHEDULES CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE(SS-B)2015 PLANS AND SPECIAL PROVISIONS NO. 13036 BIDDER: (Contractor Name) TOTAL BID SCHEDULE $ ___(FIGURES) TOTAL ADDITIVE BID SCHEDULE $ ---------------------------------------------------(FIGURES) GRAND TOTAL BID* $ (FIGURES) *Grand Total Bid is equal to the total of Bid Schedule,plus Additive Bid Schedule. BID NOTES: The unit price must be shown in figures, for all work items. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended "TOTAL" amounts. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID (the combined total of Bid Schedule, plus Additive Bid Schedule). THE CITY ALSO RESERVE THE RIGHT TO AWARD BID SCHEDULE WITHOUT ADDITIVE BID SCHEDULE. Submitted bids must include complete bid amounts for each bid item of each Bid Schedule to be considered valid bids. The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, implements,supplies,and all applicable sales taxes and fees necessary to complete the Project,as based on the City Engineer's estimate of quantities of work. The total price must be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their Bid to the CITY. Failure to do so will result in the Bid being non-responsive. B-3d ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 Any situation not specifically provided for will be determined at the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a Bid,or the existence or treatment of an irregularity in a Bid,shall be final. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. Codes: Units of Measurement: (F) Final Pay Quantity EA Each (S) Specialty Bid Item LS Lump Sum (D) Deletable Work Item SF Square Foot SY Square Yard ELT Extra Long Ton LF Linear Feet TN Ton (D) Deletable work item; only to be incorporated in the work as provided via written direction from the Engineer. (S)Specialty Bid Item—are bid items that are considered part of the total base bid but are not considered part of the Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-3.2,"Additional Responsibility,"of the Standard Specifications. (F)Final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. B-3e ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 SECTION 6—PROSECUTION, PROGRESS,AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK. 6-1.2 Commencement of the Work. Replace the entire subsection with the following: Pre-Construction Meeting: Within 10 working days of the award notification, the Contractor shall attend a Pre- Construction Meeting in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, San Bernardino, CA 92418. The Contractor shall coordinate with the Engineer to determine the time and date of the Pre-Construction Meeting. At the Pre-Construction Meeting, if not previously submitted, the Contractor shall submit to the Engineer the following documents: (1) Three original copies of the executed Contract Documents; (2) Three original copies of the required liability insurance policies; (3) Three original copies of the required workers' compensation insurance policies; (4) Three original copies of the required Payment and Performance Bonds; (5) Two copies of the Construction Schedule; (6) Two copies of the Traffic Control Plan; (7) One copy of the Contractor's City Business License; (8) One copy of all City of San Bernardino permits necessary to perform the Work; and (9) One copy of all permits issued by other governmental entities necessary to perform the Work. Notice to Proceed: The Agency will issue the Notice to Proceed with-in 10 working days after the Pre-Construction Meeting provided all items in 6-1.2 Commencement of the work have been completed. The Contract time shall commence upon the date of issuance of the Notice to Proceed. 6-1.2 PROSECUTION OF THE WORK. Add the following: The Contractor shall protect the work area from nuisance and storm water flows which could have a negative impact on construction operations and/or delay the work. The Contractor shall employ temporary sandbags, pumps, conduit, and other means necessary to divert these water flows to protect the work area. Payment for protection of the work area from water flows shall be considered as included in the Contract Unit price for each item of the Bid and no additional compensation shall be allowed. 6-7 TIME OF COMPLETION. 6-7.1 General. Replace the entire subsection with the following: The Contractor shall diligently prosecute the work to completion before the expiration of 60 working days from the date of the Notice to Proceed. 6-7.2 Working Day. Replace the entire subsection with the following: Work activities shall be confined to the hours between 7:00 a.m. and 4:30 p.m. on the working days defined herein. A working day is any day within the period between the date of the start of the Contract time as specified in 6-1 and the date of field acceptance of the Work by the Engineer, other than: 1. Saturday and Sunday. 2. January 2, 2012; January 16, 2012; February 20, 2012; May 28, 2012; July 4, 2012; September 3, 2012; November 12, 2012; November 22, 2012; December 24, 2012; December 25, 2012; December 31, 2012; and January 1, 2013. 3. Any day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor association. 4. Any day the Contractor is prevented from working at the beginning of the workday for cause as specified in 6-6.1. 5. Any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as specified in 6-6.1. SP-7 ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 COUNCIL MEETING - 5/16/16 ITEM 5M RESOLUTION 12016-101 FILE NO. 1.7202 ACCT NO. 129-160-5504-7202-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 13036 FOR CONSTRUCTION OF ADA ACCESS RAMP & SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE ( SS-B ) 2015 r DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO FEBUARY 2016 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON MARCH 8 , 2016 FILE NO. 1.7202 ACCT.NO. 129-160-5504-7202-0025 PUBLIC WORKS DEPARTMENT CITY OF SAN BERNARDINO STATE OF CALIFORNIA ADDENDUM NO, TWO FOR BID AND CONTRACT DOCUMENTS FOR PLANS AND SPECIAL PROVISIONS NO. 13036 FOR CONSTRUCTION OF ADA ACCESS RAMP & SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVIONS NO. 13036 CIP No. (SS-B)2015 The Special Provisions for this project have been amended as follows: 1. The BID OPENING DATE of Tuesday, March 22, 2016, at 2:00 p.m. has been changed to: TUESDAY, March 29, 2016, at 3:00 PM 2. The BID SCHEDULE has been Revised into 2 (two) Bid Schedules. The Bid Schedule for the Project shall be replaced in its entirety with the revised Bid Schedules entitled, ADDENDUM NO. TWO. Contractor is notified that he shall submit referenced ADDENDUM TWO, as part of his Bid Documents. 3. The ATTACHMENTS indicating locations have been updated to reflect the Bid Schedules and are provided in this Addendum. ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. TWO AS REQUIRED ON PAGE C-1, "ACKNOWLEDGEMENT OF ADDENDUMS", OF THE BID DOCUMENTS OF THESE SPECIAL PROVISIONS. BY: 0,1''r� , DATE: WILLIAM q.13AYNE,P.E. Contract City Engineer ADDENDUM NO.TWO PLANS RAND SPECIAL PROVISIONS NO,13036 MARCH 22, 2016 ATTACHMENTS TO ADDENDUM NO. TWO (PAGES NOT NUMBERED) ADDOMUM NO.TWO PLANS AND SPECIAL PROVISIONS NO.13036 MARCH 22, 2016 BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVISIONS NO. 13036 CIP No. (SS-B)2015 Name of Bidder. ITEM DESCRIPTION OF ITEMS UNIT ESTIMATED UNIT TOTAL($) NO. QUANTITY PRICE $ 1 MOBILIZATION LS 1 2 TRAFFIC CONTROL LS 1 3 CLEARING AND GRUBBING UNCLASSIFIED LS 1 EXCAVATION&UNCLASSIFIED FILL 4 CONSTRUCT PCC CURB RAMP INCLUDING EA 10 RETAINING CURB PER SPPWC 111-5 5 MODIFY EXIST.PCC CURB RAMP PER SPPWC 111- 5 INCLUDING GRINDING LIP/INSTALL EA 9 DETECTABLE WARNING PER PLAN 6 RELOCATE SIGN PER CITY STD 504 EA 2 7 CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH TYPE I PER CITY STD 204 AND THE SF 5,500 SPECIAL PROVISIONS 8 CONSTRUCT PCC COMMERCIAL DRIVEWAY BY- PASS PER CITY STD 204 TYPE I AND THE SPECIAL SF 268 PROVISIONS 9 CONSTRUCT PCC SIDEWALK PER CITY STD 202 AND THE SPECIAL PROVISIONS SF 9,630 10 CONSTRUCT PCC SIDEWALK BY-PASS INCLUDING RETAINING CURB AS REQUIRED PER CITY STD 202 SF 46 AND THE SPECIAL PROVISIONS 11 CONSTRUCT PCC CURB TYPE"A"PER CITY STD LF 53 200 AND THE SPECIAL PROVISIONS 12 CONSTRUCT PCC CURB&GUTTER TYPE"B"PER CITY STD 200 AND THE SPECIAL PROVISIONS LF 62 13 CONSTRUCT PCC CROSS GUTTER/SPANDREL PER CITY STD 201 AND THE SPECIAL PROVISIONS SF 700 14 GRIND PCC SIDEWALK SURFACES INACCORDANCE WITH CALDAG FIG CD-8B LF 273 15 ADJUSTMENT CITY PB/COVERS TO GRADE EA 28 16 INSTALL METAL HAND RAILING,TYPE"A"PER LF 16 SPPWC STD PLAN 606-4 17 TREE REMOVAL EA 3 B-2 ADDENDIM No.Two PLANS AND SPECIAL PROVISIONS NO.13036 MARCH 22, 2016 BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVISIONS NO. 13036 CIP No. (SS-B)2015 Name of Bidder: ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE TOTAL($) NO. QUANTITY $ 18 RESET TREE FRAME AND GRATING EA 8 19 STREET STRUCTURAL REPAIR per CITY STD 310 SF 500 20 ASPHALT CONCRETE TN 47 21 CRUSHED AGGREGATE BASE TN 39 22 RESTORATION LANDSCAPE,IRRIGATION and LS 1 LANDSCAPE CURB 23 BALLARD REMOVAL EA 4 24 SURVEYING per the SPECIAL PROVISIONS LS 1 CONSTRUCT AC COMMERCIAL DRIVEWAY BY- 25 PASS PER CITY STD 204 TYPE I AND THE SPECIAL SF 520 PROVISIONS 26 CONSTRUCT AC SIDEWALK BY-PASS INCLUDING RETAINING CURB AS REQUIRED PER CITY STD 202 SF 138 AND THE SPECIAL PROVISIONS 27 CONSTRUCT PCC LOCAL DEPRESSION PER CITY EA STD 407 AND THE SPECIAL PROVISIONS 1 28 CONSTRUCT PCC BUS PAD SECTION PER SPPWC PLAN 131-2 AND THE SPECIAL PROVISIONS SF 244 TOTAL BID SCHEDULE $ B-3a AMEN MN No.TWO TUNS AND SPECIAL PROVISIONS W 13036 MARCH 22, 2016 ADDITIVE BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVISIONS NO.13036 CIP No. (SS-B)2015 Name of Bidder: ITEM DESCRIPTION OF ITEMS UNIT ESTIMATED UNIT TOTAL($) NO. QUANTITY PRICE $ 1 MOBILIZATION LS 1 2 TRAFFIC CONTROL LS 1 3 CLEARING AND GRUBBING UNCLASSIFIED LS 1 EXCAVATION&UNCLASSIFIED FILL 4 CONSTRUCT PCC CURB RAMP INCLUDING EA 7 RETAINING CURB PER SPPWC 111-5 5 CONSTRUCT PCC SIDEWALK PER CITY STD 202, THE PLANS AND THE SPECIAL PROVISIONS SF 852 6 CONSTRUCT PCC PEDESTRIAN PAD PER CITY STD 202,THE PLANS AND THE SPECIAL PROVISIONS SF 1467 7 CONSTRUCT PCC SIDEWALK PER CITY STD 202, SF 1814 THE PLANS AND THE SPECIAL PROVISIONS 8 CONSTRUCT PCC CROSS GUTTER/SPANDREL PER CITY STD 201 AND THE SPECIAL PROVISIONS SF 130 9 CONSTRUCT PCC 6"CURB TYPE"A"PER CITY STD LF 48 200,THE PLANS AND THE SPECIAL PROVISIONS 10 CONSTRUCT PCC CURB TYPE"A"PER CITY STD 200,THE PLANS AND THE SPECIAL PROVISIONS LF 60 11 CONSTRUCT PCC CURB&GUTTER TYPE"B"PER CITY STD 200,THE PLANS AND THE SPECIAL LF 85 PROVISIONS 12 CONSTRUCT PCC CURB&26"GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 5 PROVISIONS 13 CONSTRUCT PCC CURB&36"GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 187 PROVISIONS 14 CONSTRUCT PCC CURB&60"GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 10 PROVISIONS 15 CONSTRUCT PCC DRIVEWAY PER CITY STD 203, SF 381 THE PLANS AND THE SPECIAL PROVISIONS 16 REMOVE AND CONSTRUCT 3"THICK ASPHALT OVER COMPACTED NATIVE PER THE PLANS AND SF 150 SPECIAL PROVISIONS B-3b ADDMDUM NO.Two RAM AND SMAL PRlOVISMNS NO.13036 MARCH 22, 2016 ADDITIVE BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVISIONS NO.13036 CIP No. (SS-B)2015 Name of Bidder: ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE TOTAL($) NO. QUANTITY $ REMOVE AND CONSTRUCT 4"THICK ASPHALT 17 OVER 6"AGGREGATE BASE PER THE PLANS AND SF 451 SPECIAL PROVISIONS REMOVE AND CONSTRUCT 6"THICK ASPHALT 18 OVER 8"AGGREGATE BASE PER THE PLANS AND SF 350 SPECIAL PROVISIONS REMOVE AND CONSTRUCT 8"THICK ASPHALT 19 OVER 12"AGGREGATE BASE PER THE PLANS AND SF 1120 SPECIAL PROVISIONS 20 RESET EXISTING BUS EQUIPMENT EA 6 TOTAL BID"ADDITIVE"SCHEDULE $ B-3c ADDENDUM NO.TWO Pwva AND SPECIAL PROVO >NS NO 13036 MARCH 22.2016 SUMMARY OF BID SCHEDULES CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVISIONS NO. 13036 CIP No. (SS-B)2015 BIDDER: (Contractor Name) TOTAL BID SCHEDULE $ (FIGURES) TOTAL ADDITIVE BID SCHEDULE $ (FIGURES) GRAND TOTAL BID* $ (FIGURES) *Grand Total Bid is equal to the total of Bid Schedule,plus Additive Bid Schedule. BID NOTES: The unit price must be shown in figures,for all work items. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended "TOTAL" amounts. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID (the combined total of Bid Schedule, plus Additive Bid Schedule). THE CITY ALSO RESERVES THE RIGHT TO AWARD BID SCHEDULE WITHOUT ADDITIVE BID SCHEDULE. Submitted bids shall include complete bid amounts for each bid item of each Bid Schedule to be considered valid bids. The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, implements,supplies,and all applicable sales taxes and fees necessary to complete the Project,as based on the City Engineer's estimate of quantities of work. The total price shall be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their Bid to the CITY. Failure to do so will result in the Bid being non-responsive. B-3d ADDENDUM NO,TWO PLANS AND SPECIAL PROVISIONS NO.13036 MARCH 22, 2016 Any situation not specifically provided for will be determined at the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a Bid,or the existence or treatment of an irregularity in a Bid,shall be final. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. Estimated quantities are for the purpose of comparison only,and payments will be made on a basis of actual measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. Codes: Units of Measurement: (F) Final Pay Quantity EA Each (S) Specialty Bid Item LS Lump Sum (D) Deletable Work Item SF Square Foot SY Square Yard ELT Extra Long Ton LF Linear Feet TN Ton (D) Deletable work item; only to be incorporated in the work as provided via written direction from the Engineer. (S)Specialty Bid Item—are bid items that are considered part of the total base bid but are not considered part of the Contractor's obligation to perform at least fifty percent(50'16)of the work as specified in Section 2-3.2,"Additional Responsibility,"of the Standard Specifications. (F)Final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. B-3e ADDENDUM NO TWO PLANS AND SPECIAL PROVISIONS NO.13036 MARCH 22, 2016 FILE NO. 1.7202 ACCT.NO. 129-160-5504-7202-0025 PUBLIC WORKS DEPARTMENT CITY OF SAN BERNARDINO STATE OF CALIFORNIA ADDENDUM NO. ONE FOR BID AND CONTRACT DOCUMENTS FOR PLANS AND SPECIAL PROVISIONS NO. 13036 FOR CONSTRUCTION OF ADA ACCESS RAMP & SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE (SS-B) 2015 The Special Provisions for this project have been amended as follows: 1. The BID OPENING DATE of Tuesday, March 8, 2016, at 2:00 p.m. has been changed to: TUESDAY, March 22, 2016, at 2:00 PM 2. Replace page SP-7 TIME OF COMPLETION 6-7.1 Working days Was 40 working days IS 60 working days 3. Replace page SP-7 NOTICE TO PROCEED Was "The Agency will issue the Notice to Proceed no later than 5 working days after the pre-Construction meeting". IS "The Agency will issue the Notice to Proceed within 10 working days after the pre-Construction meeting, provided all items in 6-1.2 Commencement of work have been completed". 4. The BID SCHEDULE has been Revised into 2 (two) Bid Schedules. The Bid Schedule for the Project shall be replaced in its entirety with the revised Bid Schedules entitled, ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 ADDENDUM NO. ONE. Contractor is notified that he shall submit referenced ADDENDUM ONE, as part of his Bid Documents. 5. The ATTACHMENTS indicating locations have been updated to reflect the Bid Schedules and are provided in this Addendum. ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE AS REQUIRED ON PAGE C-1, "ACKNOWLEDGEMENT OF ADDENDUMS", OF THE BID DOCUMENTS OF THESE SPECIAL PROVISIONS. BY: DATE: 3 AMER JAKHER, P.E. Contract City Engineer ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 ATTACHMENTS TO ADDENDUM NO. ONE (PAGES NOT NUMBERED) ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP& SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE (SS-B)2015 PLANS AND SPECIAL PROVISIONS NO. 13036 Name of Bidder: ITEM DESCRIPTION OF ITEMS UNIT ESTIMATED UNIT TOTAL($) NO. QUANTITY PRICE $ 1 MOBILIZATION LS 1 2 TRAFFIC CONTROL LS 1 3 CLEARING AND GRUBBING UNCLASSIFIED LS 1 EXCAVATION&UNCLASSIFIED FILL 4 CONSTRUCT PCC CURB RAMP INCLUDING EA 10 RETAINING CURB PER SPPWC 111-5 5 MODIFY EXIST. PCC CURB RAMP PER SPPWC 111- 5 INCLUDING GRINDING LIP/INSTALL EA 9 DETECTABLE WARNING PER PLAN 6 RELOCATE SIGN PER CITY STD 504 EA 2 7 CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH TYPE I PER CITY STD 204 AND THE SF 5,500 SPECIAL PROVISIONS 8 CONSTRUCT PCC COMMERCIAL DRIVEWAY BY- PASS PER CITY STD 204 TYPE I AND THE SPECIAL SF 268 PROVISIONS 9 CONSTRUCT PCC SIDEWALK PER CITY STD 202 AND THE SPECIAL PROVISIONS SF 9,630 10 CONSTRUCT PCC SIDEWALK BY-PASS INCLUDING RETAINING CURB AS REQUIRED PER CITY STD 202 SF 46 AND THE SPECIAL PROVISIONS 11 CONSTRUCT PCC CURB TYPE"A"PER CITY STD 200 AND THE SPECIAL PROVISIONS LF 53 12 CONSTRUCT PCC CURB&GUTTER TYPE"B"PER CITY STD 200 AND THE SPECIAL PROVISIONS LF 62 13 CONSTRUCT PCC CROSS GUTTER/SPANDREL PER CITY STD 201 AND THE SPECIAL PROVISIONS SF 700 14 GRIND PCC SIDEWALK SURFACES LF 273 INACCORDANCE WITH CALDAG FIG CD-86 15 ADJUSTMENT CITY PB/COVERS TO GRADE EA 28 16 INSTALL METAL HAND RAILING,TYPE"A"PER LF 16 SPPWC STD PLAN 606-4 17 TREE REMOVAL EA 3 B-2 ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE(SS-B)2015 PLANS AND SPECIAL PROVISIONS NO. 13036 Name of Bidder: ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE TOTAL($) NO. QUANTITY $ 18 RESET TREE FRAME AND GRATING TN 8 19 STREET STRUCTURAL REPAIR per CITY STD 310 TN 500 20 ASPHALT CONCRETE LS 47 21 CRUSHED AGGREGATE BASE EA 39 RESTORATION LANDSCAPE, IRRIGATION and 22 LANDSCAPE CURB LS 1 23 BALLARD REMOVAL SF 4 24 SURVEYING per the SPECIAL PROVISIONS SF 1 CONSTRUCT AC COMMERCIAL DRIVEWAY BY- 25 PASS PER CITY STD 204 TYPE I AND THE SPECIAL EA 520 PROVISIONS 26 CONSTRUCT AC SIDEWALK BY-PASS INCLUDING RETAINING CURB AS REQUIRED PER CITY STD 202 SF 138 AND THE SPECIAL PROVISIONS 27 CONSTRUCT PCC LOCAL DEPRESSION PER CITY EA STD 407 AND THE SPECIAL PROVISIONS 1 28 CONSTRUCT PCC BUS PAD SECTION PER SPPWC PLAN 131-2 AND THE SPECIAL PROVISIONS SF 244 TOTAL BID SCHEDULE $ B-3a ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 ADDITIVE BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP& SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE(SS-B)2015 PLANS AND SPECIAL PROVISIONS NO. 13036 Name of Bidder: ITEM DESCRIPTION OF ITEMS UNIT ESTIMATED UNIT TOTAL($) NO. QUANTITY PRICE $ 1 MOBILIZATION LS 1 2 TRAFFIC CONTROL LS 1 3 CLEARING AND GRUBBING UNCLASSIFIED LS 1 EXCAVATION&UNCLASSIFIED FILL 4 CONSTRUCT PCC CURB RAMP INCLUDING EA 7 RETAINING CURB PER SPPWC 111-5 5 CONSTRUCT PCC SIDEWALK PER CITY STD 202, THE PLANS AND THE SPECIAL PROVISIONS SF 852 6 CONSTRUCT PCC PEDESTRIAN PAD PER CITY STD 202,THE PLANS AND THE SPECIAL PROVISIONS SF 1467 7 CONSTRUCT PCC SIDEWALK PER CITY STD 202, SF 1814 THE PLANS AND THE SPECIAL PROVISIONS 8 CONSTRUCT PCC CROSS GUTTER/SPANDREL PER CITY STD 201 AND THE SPECIAL PROVISIONS SF 130 9 CONSTRUCT PCC 6"CURB TYPE"A"PER CITY STD LF 48 200,THE PLANS AND THE SPECIAL PROVISIONS 10 CONSTRUCT PCC CURB TYPE"A"PER CITY STD 200,THE PLANS AND THE SPECIAL PROVISIONS LF 60 11 CONSTRUCT PCC CURB&GUTTER TYPE"B"PER CITY STD 200,THE PLANS AND THE SPECIAL LF 85 PROVISIONS 12 CONSTRUCT PCC CURB&26"GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 5 PROVISIONS 13 CONSTRUCT PCC CURB&36"GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 187 PROVISIONS 14 CONSTRUCT PCC CURB&60"GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 10 PROVISIONS 15 CONSTRUCT PCC DRIVEWAY PER CITY STD 2031 SF 381 THE PLANS AND THE SPECIAL PROVISIONS 16 REMOVE AND CONSTRUCT 3"THICK ASPHALT OVER COMPACTED NATIVE PER THE PLANS AND SF 150 SPECIAL PROVISIONS B-3b ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 ADDITIVE BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP& SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE(SS-B)2015 PLANS AND SPECIAL PROVISIONS NO. 13036 Name of Bidder:. ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE TOTAL($) NO. QUANTITY $ REMOVE AND CONSTRUCT 4"THICK ASPHALT 17 OVER 6"AGGREGATE BASE PER THE PLANS AND SF 451 SPECIAL PROVISIONS REMOVE AND CONSTRUCT 6"THICK ASPHALT 18 OVER 8"AGGREGATE BASE PER THE PLANS AND SF 350 SPECIAL PROVISIONS REMOVE AND CONSTRUCT 8"THICK ASPHALT 19 OVER 12"AGGREGATE BASE PER THE PLANS AND SF 1120 SPECIAL PROVISIONS 20 RESET EXISTING BUS EQUIPMENT EA 6 TOTAL BID"ADDITIVE" SCHEDULE $ &3c ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 SUMMARY OF BID SCHEDULES CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE(SS-B)2015 PLANS AND SPECIAL PROVISIONS NO. 13036 BIDDER: (Contractor Name) TOTAL BID SCHEDULE $ ____(FIGURES) TOTAL ADDITIVE BID SCHEDULE $ ---------------------------------------------------(FIGURES) GRAND TOTAL BID* $ (FIGURES) *Grand Total Bid is equal to the total of Bid Schedule,plus Additive Bid Schedule. BID NOTES: The unit price must be shown in figures, for all work items. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended "TOTAL" amounts. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID (the combined total of Bid Schedule, plus Additive Bid Schedule). THE CITY ALSO RESERVE THE RIGHT TO AWARD BID SCHEDULE WITHOUT ADDITIVE BID SCHEDULE. Submitted bids must include complete bid amounts for each bid item of each Bid Schedule to be considered valid bids. The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, implements,supplies,and all applicable sales taxes and fees necessary to complete the Project,as based on the City Engineer's estimate of quantities of work. The total price must be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their Bid to the CITY. Failure to do so will result in the Bid being non-responsive. B-3d ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 Any situation not specifically provided for will be determined at the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a Bid,or the existence or treatment of an irregularity in a Bid, shall be final. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. Codes: Units of Measurement: (F) Final Pay Quantity EA Each (S) Specialty Bid Item LS Lump Sum (D) Deletable Work Item SF Square Foot SY Square Yard ELT Extra Long Ton LF Linear Feet TN Ton (D) Deletable work item; only to be incorporated in the work as provided via written direction from the Engineer. (S)Specialty Bid Item—are bid items that are considered part of the total base bid but are not considered part of the Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-3.2,"Additional Responsibility,"of the Standard Specifications. (F)Final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. B-3e ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 SECTION 6—PROSECUTION, PROGRESS,AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK. 6-1.2 Commencement of the Work. Replace the entire subsection with the following: Pre-Construction Meeting: Within 10 working days of the award notification, the Contractor shall attend a Pre- Construction Meeting in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, San Bernardino, CA 92418. The Contractor shall coordinate with the Engineer to determine the time and date of the Pre-Construction Meeting. At the Pre-Construction Meeting, if not previously submitted, the Contractor shall submit to the Engineer the following documents: (1) Three original copies of the executed Contract Documents; (2) Three original copies of the required liability insurance policies; (3) Three original copies of the required workers' compensation insurance policies; (4) Three original copies of the required Payment and Performance Bonds; (5) Two copies of the Construction Schedule; (6) Two copies of the Traffic Control Plan; (7) One copy of the Contractor's City Business License; (8) One copy of all City of San Bernardino permits necessary to perform the Work; and (9) One copy of all permits issued by other governmental entities necessary to perform the Work. Notice to Proceed: The Agency will issue the Notice to Proceed with-in 10 working days after the Pre-Construction Meeting provided all items in 6-1.2 Commencement of the work have been completed. The Contract time shall commence upon the date of issuance of the Notice to Proceed. 6-1.2 PROSECUTION OF THE WORK. Add the following. The Contractor shall protect the work area from nuisance and storm water flows which could have a negative impact on construction operations and/or delay the work. The Contractor shall employ temporary sandbags, pumps, conduit, and other means necessary to divert these water flows to protect the work area. Payment for protection of the work area from water flows shall be considered as included in the Contract Unit price for each item of the Bid and no additional compensation shall be allowed. 6-7 TIME OF COMPLETION. 6-7.1 General. Replace the entire subsection with the following: The Contractor shall diligently prosecute the work to completion before the expiration of 60 working days from the date of the Notice to Proceed. 6-7.2 Working Day. Replace the entire subsection with the following: Work activities shall be confined to the hours between 7:00 a.m. and 4:30 p.m. on the working days defined herein. A working day is any day within the period between the date of the start of the Contract time as specified in 6-1 and the date of field acceptance of the Work by the Engineer, other than: 1. Saturday and Sunday. 2. January 2, 2012; January 16, 2012; February 20, 2012; May 28, 2012; July 4, 2012; September 3, 2012; November 12, 2012; November 22, 2012; December 24, 2012; December 25, 2012; December 31, 2012; and January 1, 2013. 3. Any day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor association. 4. Any day the Contractor is prevented from working at the beginning of the workday for cause as specified in 6-6.1. 5. Any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as specified in 6-6.1. SP-7 ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 7, 2016 ,t I■,� 't P. r i IIn �11111� � ��NN�G �: X11 III:•`r l � ■ � oil Ent no .. X111 M 11 1 �� �■� ■r� r�259 r Iowa M ' SWO IF cum" 215 ■i�MAM-10'A �r �i._ � ■ .= an li ■ ■�M� MINI IRS ii=i �r■■ ■ �,. OUR I SO a ■ � a �Il:i ■�'!����:r ► Ma ■�: _� iUni S�', Atli ! k,I pgr InIffit ffl6l Islip �� s1� ���11lI■� y��� � �IhI'll�hr �� �' ; ■ b .o. - µ Vf rVIA "�`_--r,"ri:ill♦WINE Kendall Dr at University Street Stop 5458 Grind Roots Reset Bus Equipment AC Bus Pad 40'-0" x 9'-0" A �t PCC Ped Pad 20'-0" x 5'-5„ R. r PCC Curb and Gutter PCC Sidewalk 85' 85'-0"x 4'-0" Del Rosa Ave at Date Street Stop 6174 „r PCC Ped Pad 20'-0" x 5'-0" I.OMIY r.. PCC Sidewalk `" 37'-0" x 6'-0" Stn Street at Medical Center Drive WB Stop 0051 PCC Ped Pad j, 25'-0" x 6'-6" fi f y; r Waterman Ave at 5t" Street Stop 5262 PCC Ped Pad 20'-0"x 5'-0" Reset Bus Equipment PCC Sidewalk 65'-0" x 6'-0" Sierra Way at 16th Street Stop 5385 Reset Bus equipment Grind Roots PCC Sidewalk PCC Curb 50'-0" x 5'-0" 30' PCC Ped Pad 20'-0" x 7'-2" Kendall Dr at "H" Street Stop 5549 AC Bus Pad 40'- 0" x 10'-0" 8"ac/12"base Adjust to grade water meter PCC Ped Pad 20'-0" x 4'-0" Stn Street at Western Ave WB Stop 5742 PCC 8"Curb and 36"Gutter PCC Sidewalk 90' 15'-0"x 5'-0" . a AC Repair T-0" x 50'-0" Grind Tree "base Roots i AC Bus Pad a- 8"ac/12"base PCC Ped Pad 20'-0" x 6'-6" Grind Roots Sierra Way at 16th Street Stop 5449 Grind Roots PCC Curb Reset Bus 30' equipment PCC Ped Pad 20'-0" x T-2" Grind Roots PCC Sidewalk 50'-0" x 5'-0" Sierra Way at 30th Street Stop 5389 Adjust to PCC Ped Pad grade Water 20'-0"x 11'-4" Meter t. PCC Sidewalk 20'-0" x 5'-0" Kendall Dr at "48 Street Stop 5557 PCC Sidewalk 12'-0" x 4'-0" PCC Ped Pad 20'-0" x 5'-0" PCC Sidewalk Sierra Way at 191h Street Stop 5386 PCC Ped Pad 15'-0" x 11'-3" t PCC Sidewalk 15'-0" x 4'-0" Highland Ave at Leroy Street A.C. Pavement 3" over native Curb and Gutter (26 gutter) 5 lin ft ' With last 30" PCC Sidewalk transition to 0" C.F. 4'-0" x 6'-6" r Join to existing Driveway PCC Handicap Ramp per SPPWC x.. 111-5 Type 1 w/ Curb and Gutter ret curb (60" gutter) 10 lin ft PCC Apron per City Std 201 17'0"—14'-0" u n n I t x Y 41 CLL d oc ,S . wT Paz a. , fi L BID AND CONTRACT DOCUMENT COMPONENTS The "Bid and Contract Documents" for this project consists of three (3) Parts as follows: PART A — ADMINISTRATION PART B — SPECIAL PROVISIONS PART C — PLANS Parts A and B are bound together in a single document titled `Bid and Contract Documents". Part C is a separately bound plan set designated as follows: DRAWING NO. 13036 Sheets 1 of 9 TABLE OF CONTENTS PART A ADMINISTRATION NOTICE INVITING SEALED BIDS A-1 BID INSTRUCTIONS BID DOCUMENTS BID FORM B-1 BID SCHEDULE B-2 BIDDER'S INFORMATION B-4 SUBCONTRACTOR DESIGNATION B-5 WORKERS' COMPENSATION INSURANCE CERTIFICATION B-6 NON-COLLUSION AFFIDAVIT B-7 BID BOND FORM B-8 CERTIFIED DBE DESIGNATION B-9 GOOD FAITH EFFORT DOCUMENTATION B-10 EXPERIENCE STATEMENT B-11 PART B SPECIAL PROVISIONS PART 1 — GENERAL PROVISIONS SECTION 1 —Terms, Definitions, Abbreviations, Units of Measure, and Symbols SPA SECTION 2—Scope and Control of Work SPA SECTION 3—Changes in Work SP-3 SECTION 5— Utilities SP-4 SECTION 6— Prosecution, Progress, and Acceptance of the Work SP-7 SECTION 7— Responsibilities of the Contractor SP-8 SECTION 9— Measurement and Payment SPA 1 PART 2 — CONSTRUCTION MATERIALS SECTION 200— Rock Materials SP-13 SECTION 201 —Concrete, Mortar, and Related Materials SP-13 SECTION 203—Bituminous Materials SP-13 SECTION 206— Miscellaneous Metal Items SP-13 SECTION 211 — Materials Test SP-14 SECTION 214—Traffic Striping, Curb and Pavement Markings, and Pavement Markers SP-14 PART 3 — CONSTRUCTION METHODS SECTION 300— Earthwork SP-15 SECTION 302—Roadway Surfacing SP-16 SECTION 303—Concrete and Masonry Construction SP-17 SECTION 304—Metal Fabrication and Construction SP-19 SECTION 309—Monument SP-20 PART 6 — TEMPORARY TRAFFIC CONTROL SECTION 600—Access SP-20 SECTION 601 —Work Area traffic Control SP-20 PART 7 — STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS SECTION 700— Materials SP-14 SECTION 701 —Construction SP-21 APPENDIX STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION CITY OF SAN BERNARDINO STANDARD DRAWINGS THE CALDAG—CALIFORNIA DISABLED ACCESSILIITY GUIDEBOOK STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SURVEY DOCUMENTS CONTRACT AGREEMENT PART A ADMINISTRATION Engineer's Estimate(Range Only): $275,000 to $325,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino (CITY)will receive bids for: CONSTRUCTION OF ADA ACCESS RAMP & SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE ( SS-13 ) 2015 in accordance with the Plans and Special Provision No. 13036 on file in the Office of the City Engineer, Third Floor, San Bernardino City Hall, 300 N. "D" Street, San Bernardino, CA 92418. Plans and Special Provisions shall be provided in portable document format (pdo on compact disc (CD) upon registering with the City of San Bernardino, Public Works Department, at the above location, between the hours of 7:30 a.m. and 5:00 p.m., Monday through Thursday. There is no charge for the Plans and Special Provisions on CD. Upon request, a CD of the Plans and Special Provisions may be mailed for an additional fee of $10.00. These electronic documents shall also be available to be downloaded (copied) from the CITY's website at http://Www.cLsan-bernardino.ca.us/serviceslrequest�for bids/public works/default.asp. It shall be the responsibility of firms wishing to bid on this Project to provide a firm name, physical address, contact person, phone number, fax number and email address for inclusion on the CITY's List of Plan Holders. The above listed information and confirmation of receipt of any issued addendum to the City Engineer's Office shall be submitted to the CITY a minimum of one (1) business day prior to the scheduled day of the Bid Opening. Only those firms listed on the CITY's "LIST OF PLAN HOLDERS" and providing confirmation of any issued addendum shall be eligible to submit bids for this Project. Any Addenda shall be issued by e-mail to those on the CITY's "List of Plan Holders". Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California, with the bidder's name and address, the specification title and number and"SEALED BID " clearly marked on the outside of the envelope A-1 Said bids will be received up to the hour of 2:00 p.m., on, Tuesday. March 8, 2016, at which time all of said bids will be publicly opened, and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. No bid will be received unless it is made on a bid form furnished by the CITY with the unit prices shown in figures for each item, and with the total of each item and total of all items extended and inserted in the spaces provided. The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the time the contract is awarded. The prime Contractor shall perform, with his own organization, contract work amounting to at least 50 % of the contract price. All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder refuses to execute said contract,the use by the public of the improvements will be delayed, and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix said amount of damages. Therefore, the CITY and the bidder agree that the above sum of ten percent shall be paid to the CITY upon the condition above set forth as liquidated damages and not as forfeiture. All bonds furnished pursuant to this notice must be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U. S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provision. Notarization of the signatures of both the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. The Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the contract as provided for in Section 10263 and Section 22300 of the California Public Contract Code. A Non-mandatory Pre-Bid Meeting will be held on Tuesday, February 23, 2016, at 2:00 p.m., in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California. This meeting is to provide information, to answer questions, to inform bidders of MBEs/WBEs subcontracting and material supply opportunities, and to make the prime Contractor aware of the CITY's outreach program as it relates to minority and other disadvantaged business hiring and participation. Bidder's attendance at this meeting is recommended, but the prime may certify that they are familiar with the program and attendance is not required. Attendance and/or certification may be used to assist with the good faith effort. A-2 The CITY contract goal for this project is 15.0% for minority owned business utilization and 5.0% for female owned business utilization. Certified minority and female owned subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.dot.cagov/hq/bep1 Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by Resolution No. 90-358 and any and all amendments thereto which are hereby referred to and made a part thereof by references as fully as though set at length herein, have ascertained and determined the general prevailing rate per diem wages, and of per diem wages for legal holidays and overtime work for each craft or type work of workman needed in the execution of contracts under jurisdiction of said Mayor and Common Council. Said prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The general prevailing wage rates in the county in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are available from the California Department of Industrial Relations' Internet web site at http://www.dir.cagov/dirdatabases.html. General prevailing wage rates, in effect ten (10) days prior to the actual Bid Opening, which have been predetermined and are on file with the California Department of Industrial Relations are also referenced and made a part thereof. It shall be mandatory upon the Contractor to whom the contract is awarded and upon any sub- contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics employed by them in the execution of the contract, and to prevent discrimination in the employment of persons because of race, creed, color, or national origin, as set forth in the provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. This project is subject to requirements for the employment of apprentices registered with the California Department of Industrial Relations, Division of Apprenticeship Standards. Additional information can be obtained at http://www.dir.ca.gov/DAS/PublicWorksFortns.htm. The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations from contract specifications, or to reject any and all bids. No bidder may withdraw his bid within 60 calendar days from the date of the bid opening. The CITY reserves the right to take all bids under advisement for a period of 90 calendar days. A-3 Specific questions regarding this project should be submitted in writing to the City Engineer's Office as follows: City of San Bernardino Third Floor City Engineer's Office Public Works Department 300 North"D" Street San Bernardino, CA 92418-0001 SUBJECT: CONSTRUCTION OF ADA ACCESS RAMP & SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE ( SS-B) 2015 PLANS AND SPECIAL PROVISIONS NO. 13036 Attention: Carlos Castro Tel: (909) 384-5326; Fax: (909) 384-5190 E-mail: castro_ca @sbcity.org Inquiries or questions based on alleged patent ambiguity of the Plans or the Special Provisions must be communicated as a bidder inquiry prior to the bid opening. Any such inquiries or questions, submitted after the bid opening, will not be treated as a bid protest. Written responses will only be provided to written questions. No written response will be provided to verbal questions. CITY OF SAN BERNARDINO GEORGEANN HANNA City Clerk NOTICE TO ADVERTISE: SPECIFICATION NO. 13036 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE 02/09/ 2016 & 02/14/ 2016 . (FIVE DAYS BETWEEN FIRST & SECOND PUBLICATION) SIGNATURE DATE A-4 1.0 BID FORMS Bids shall be submitted on the bid forms provided in the Bid and Contract Documents package. All bid forms shall be completed, signed, and sealed in accordance with these instructions and the instructions included with the individual bid forms. A bid that fails to include all bid forms will be considered non-responsive. 1.1 BID SCHEDULE The Bid Schedule shall be typed or clearly completed in ink. All spaces for unit prices, item totals, and total bid shall be completed. All prices shall be in dollars. For a lump sum item, the unit price shall match the item total price. The bidder shall make every effort to provide a legible and complete Bid Schedule. The bidder shall verify that its Bid Schedule is free of mathematical errors. If a Bid Schedule is found to contain minor errors or illegible entries, the bidder agrees that the City may, if deemed in the public interest, cure the error or entry, using one of the following methods: Method A. If the sum of the item totals does not equal the total bid, but all item totals correctly indicate the products of the unit price and quantity, the City will consider the corrected sum of the item totals to be the Bidder's total bid. Method B. If the sum of the item totals equals the total bid, but the product of a unit price and a quantity does not equal the stated item total, the City will determine a correct unit price by dividing the item total by the item quantity. 2.0 BID GUARANTY Bids shall be accompanied by cash, cashier's check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guaranty that the bidder will enter into and execute the contract if it is awarded to the bidder. Any bid not accompanied by a bid guaranty in the form of cash, check, or bond will be rejected as invalid. In the event the bidder, to whom the contact is awarded, refuses to execute said contract, and/or fails to file the necessary bonds and insurance certificate within ten (10)working days following the date of the CITY's Notice of Award letter, the Bidder shall be considered as not fully executing the contract. By not executing the contract, the use by the public of the improvements will be delayed and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix the amount of said damage. Therefore, the CITY and the bidder agree that the bid guaranty of 10% of the bid shall be paid to the CITY as liquidated damages and not as forfeiture. Bid bonds shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Bid Bond Form is contained in Part A of the Bid and Contract Documents. Notarization of the signatures of the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. 3.0 TAXES No mention shall be made in the proposal of Sales Tax, Use Tax, or any tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 4.0 INTERPRETATION OF PLANS AND DOCUMENTS If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the services to be performed, they may submit a written request for an interpretation or correction thereof. The person submitting the request will be responsible for its prompt delivery by 5:00 p.m. of the 5`' working day prior to the day of the proposed bid opening. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be faxed and mailed or delivered to each person of record as receiving a set of such documents. The CITY will not be responsible for any other form of explanation or interpretation of the proposed documents. 5.0 ADDENDA All Bidders are advised as to the possibility of issuance of addenda affecting the items, scope or quantity of the work required for this project. Each Bidder shall be fully responsible for informing themselves as to whether or not any such addenda have been issued. The effect of all addenda to the Contract Documents shall be considered in the bid and said addenda shall be made a part of the Contract Documents and shall be returned with them. Failure to cover in a bid any such addenda issued may render the bid irregular and may result in its rejection by the CITY. Addenda issued during the time of bidding shall become a part of the documents furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the Bid being rejected as not responsive. 6.0 SUBCONTRACTOR DESIGNATION Each Bid shall have listed therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in the amount of 1/2 of one percent of his total bid or$10,000.00, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The Bidder's attention is invited to other provisions of said Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. The Subcontractor Designation Form is included in Part A of the Bid and Contract Documents. 7.0 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Specifications, Plans, Addenda, and all other Contract Documents. The submission of a Bid shall constitute an acknowledgement upon which the CITY may rely that the Bidder has thoroughly examined and is familiar with all the Contract Documents. The failure or neglect of a Bidder to receive or examine any of the Contract Documents shall in no way relieve that Bidder from any obligation with respect to its Bid or to the Contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of the Contract Documents. The Bidder shall not be allowed any extra compensation by reason of any matter or thing, concerning that which such Bidder might have fully informed himself prior to the bidding. No Bidder shall at any time after submission of a bid make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. 8.0 REQUIRED INSPECTION OF THE SITE Bidders are required to inspect the site of the proposed work to satisfy themselves by personal examination, or by such other means as they may prefer, of the location of the proposed work, and of the actual conditions, including subsurface of, and at, the site of the proposed work. If, during the course of examination, a Bidder finds facts or conditions that appear to be in conflict with the letter or spirit of the bidding documents, the Bidder shall notify the Engineer immediately. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own examination of the following: (1) The site of the proposed work; (2)Access to the site; (3) All other data and matter requisite to the fulfillment of the work; (4) The Bidder's own knowledge of existing facilities on and in the vicinity of the site of the proposed work under the Contract; (5) The conditions to be encountered; (6)The character, quality, scope and complexity of the proposed work; (7)The quality and quantity of the materials to be furnished; and (8) The requirements of the Specifications, Plans, any addenda, or any other Contract Documents. The information provided by the CITY is not intended to be a substitute for, or a supplement to, the independent verification by the Bidder to the extent such independent investigation of site conditions is deemed necessary or desirable by the Bidder. 9.0 WITHDRAWAL OF BIDS A Bid may be withdrawn by a written request signed by the Bidder. Such requests must be delivered to the CITY's designated official prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids" or an amended date and hour stipulated in a signed addenda to the Bid and Contract Documents. The withdrawal of a bid will not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guaranty. 10.0 IRREGULAR BIDS Unauthorized conditions, limitations, or provisions attached to a bid will render it irregular and may cause its rejection. The completed bid forms shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid, modification, or withdrawal will be considered. 11.0 DISQUALIFICATION OF BIDDERS In the event that any Bidder acting as a prime contractor has an interest in more than one submitted bid, all such submitted bids will be rejected and the Bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one Bidder and, while doing so, may also submit a formal bid as a prime contractor. 12.0 MINORITY BUSINESS ENTERPRISE AND WOMEN BUSINESS ENTERPRISE GOALS The Disadvantaged Business Enterprise (DBE) participation goal for this project is 7.5 percent. A bidder meets this goal if the bid demonstrates that not less than 7.5 percent of the total bid price will be performed by a certified DBE contractor or subcontractor. Certified DBE participation shall be documented on the Certified DBE Designation form provided in Part A of the Bid and Contract Documents. Certified DBE contractors or subcontractors must be listed on the Caltrans DBE certification database at http://vvww.dot.ca.gov/ha/bep/find certified.htm. If a bidder is unable to meet the DBE participation goal, the bidder shall demonstrate that a good faith effort was made to meet the goal. Failure to meet the participation goal combined with a failure to demonstrate a good faith effort will result in rejection of the bid. The bidder shall document its good faith effort using the Good Faith Effort Documentation form provided in Part A of the Bid and Contract Documents. The following factors will be used to evaluate a bidder's good faith effort: a. The level of DBE participation achieved by the Bidder. b. The level of DBE participation achieved by all other bidders. C. Did the bidder attend the pre-con meeting? d. Did the bidder make available portions of the work that would provide for the possibility of achieving the goal? (Did the percentage of work offered adequately exceed the goal percentage?) e. At least ten days prior to bid opening, did the bidder directly solicit bids from certified DBE subcontractors who indicate an interest in performing the type of work offered? f. Did the bidder solicit bids from a sufficient number of certified DBE subcontractors for each item of work offered? g. Did the bidder provide copies of these solicitations with their bids? Did the solicitations provide sufficient information? h. At least four days prior to bid opening, did the bidder follow up with certified DBE subcontractors to determine their interest in bidding on the work? i. Did the bidder provide copies of follow up correspondence with their bids? j. Did the bidder provide copies of all quotes and other correspondence received from certified DBE subcontractors? k. Did the bidder provide a written explanation for its rejection of any bid received by a certified DBE subcontractor? I. Did the bidder provide any additional information demonstrating a good faith effort to meet the DBE participation goals? If a low bidder is determined to be non-responsive for failure to comply with good faith effort requirements, the bidder may request a public hearing to present evidence of the bidder's good faith effort. The request for hearing shall be submitted in writing to the Engineer no later than March 14, 2016. 13.0 PRE-BID INQUIRIES No oral representations or interpretations will be made to any Bidder as to the meaning of the Specifications, Plans, any addenda, or other Contract Documents. Written requests for an interpretation, or to identify a potential omission, discrepancy, or misunderstanding will be accepted if received by 5:00 p.m. of the yen working day prior to the day of the proposed bid opening. If there are any questions regarding this project, please contact: City Engineer's Office P Floor San Bernardino City Hall 300 North"D" Street San Bernardino, CA 92418-0001 Re: CONSTRUCTION OF ADA ACCESS RAMP & SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE ( SS-B) 2015 PLANS AND SPECIAL PROVISIONS NO. 13036 Attention: Carlos Castro Tel: (909)384-5326; Fax: (909) 384-5190 E-mail: castro_ca @sbcity.org BID DOCUMENTS - _ -- BID FORM TO THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO The undersigned declares that he has carefully examined the work site, the notice inviting sealed bids, the bid instructions, the plans, and the special provisions, and hereby proposes to furnish all materials, equipment, tools, labor, and incidentals necessary to complete the CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE(SS-B) 2015 in strict conformity with the Standard Specifications for Public Works Construction 2015 Edition,the Bid and Contract Documents, and Plans and Special Provisions No. 13036. of the Public Works Department for the City of San Bernardino. Undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy of the contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the contract, in the manner and time therein prescribed, and that he will take in full payment therefor the amounts contained in the attached bid schedule. The undersigned agrees to commence the work described herein within 10 working days from the date of the "Notice to Proceed", and to complete the work within 60 working days from the date of said notice. The undersigned further agrees that in case of default in executing the contract, or furnishing necessary bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this bid shall be paid to the City of San Bernardino as liquidated damages. Signature of Bidder: Date: 3 LT�I b Printed Name: llopwgr nAm-.�r jc z Title: /7.6155 BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO. 1 R�-k DATE: 3 ZI6 ADDENDUM N0. 2 GZM DATE: 3 2z ADDENDUM NO. 3 DATE: B-1 BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP& SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVISIONS NO. 13036 CIP No. (SS-B)2015 Name of Bidder. ITEM DESCRIPTION OF ITEMS UNIT ESTIMATED UNIT TOTAL($} NO. QUANTITY PRICE $ 1 MOBILIZATION LS 1 28, 000 2$,oae� 2 TRAFFIC CONTROL LS 1 3 CLEARING AND GRUBBING UNCLASSIFIED LS 1 EXCAVATION&UNCLASSIFIED FILL 6H,200 ro`i�zoe 4 CONSTRUCT PCC CURB RAMP INCLUDING EA 10 RETAINING CURB PER SPPWC 111-5 2,Soo Z� 000 5 MODIFY EXIST. PCC CURB RAMP PER SPPWC 111 5 INCLUDING GRINDING LIP/INSTALL EA 9 a oe $ too DETECTABLE WARNING PER PLAN 6 RELOCATE SIGN PER CITY STD 504 EA 2 q00 7 CONSTRUCT PCC COMMERCIAL DRIVEWAY 36 2v� APPROACH TYPE I PER CITY STD 204 AND THE SF 5,500 -29-; SPECIAL PROVISIONS 8 CONSTRUCT PCC COMMERCIAL DRIVEWAY BY- PASS PER CITY STD 204 TYPE I AND THE SPECIAL SF 268 b ?� 1 bxY 4 PROVISIONS 9 CONSTRUCT PCC SIDEWALK PER CITY STD 202 SF 9,630 y'f S� AND THE SPECIAL PROVISIONS 3q, 10 CONSTRUCT PCC SIDEWALK BY-PASS INCLUDING RETAINING CURB AS REQUIRED PER CITY STD 202 SF 46 12 �� 60 S�I . AND THE SPECIAL PROVISIONS 11 CONSTRUCT PCC CURB TYPE"A"PER CITY STD LF 53 t9 4s 200 AND THE SPECIAL PROVISIONS I use 12 CONSTRUCT PCC CURB&GUTTER TYPE"B"PER O' �a= CITY STD 200 AND THE SPECIAL PROVISIONS LF 62 Z2 .= 1 ,36� . Lk/ 13 CONSTRUCT PCC CROSS GUTTER/SPANDREL PER sa 0,1 CITY STD 201 AND THE SPECIAL PROVISIONS SF 700 7 Sys '` 14 GRIND PCC SIDEWALK SURFACES LF 273 t y, 64 t INACCORDANCE WITH CALDAG FIG CD-813 15 ADJUSTMENT CITY PB/COVERS TO GRADE EA 28 y Zo t(, 760 16 INSTALL METAL HAND RAILING,TYPE"A"PER LF 16 t SO Z S90 SPPWC STD PLAN 606-4 17 TREE REMOVAL EA 3 1, boo 4, Soo B-2 ADDENDUM NCI.TWO PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 22, 2016 BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVISIONS NO. 13036 CIP No. (SS-B)2015 Name of Bidder: H.69ZRIAZZI teciale7rQ ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE TOTAL($) NO, QUANTITY $ 18 RESET TREE FRAME AND GRATING EA 8 1 So z06 19 STREET STRUCTURAL REPAIR per CITY STD 310 SF 500 Zs y �Zs 20 ASPHALT CONCRETE TN 47 21 CRUSHED AGGREGATE BASE TN 39 4,ySs 22 RESTORATION LANDSCAPE, IRRIGATION and LS 1 LI,Loo 4"200 LANDSCAPE CURB 23 BALLARD REMOVAL EA 4 2 S o I r coo 24 SURVEYING per the SPECIAL PROVISIONS LS 1 CONSTRUCT AC COMMERCIAL DRIVEWAY BY- 25 PASS PER CITY STD 204 TYPE I AND THE SPECIAL SF 520 -7 s 3, PROVISIONS 26 CONSTRUCT AC SIDEWALK BY-PASS INCLUDING RETAINING CURB AS REQUIRED PER CITY STD 202 SF 138 sO 13 AND THE SPECIAL PROVISIONS 27 CONSTRUCT PCC LOCAL DEPRESSION PER CITY STD 407 AND THE SPECIAL PROVISIONS EA 1 -700 o 0 28 CONSTRUCT PCC BUS PAD SECTION PER SPPWC SF 244 ` � PLAN 131-2 AND THE SPECIAL PROVISIONS TOTAL BID SCHEDULE $ � �'�� B-3a ADDENDUM NO.TWO PLANS AND SPECIAL PROVISIONS NO. 13436 MARCH 22, 2016 ADDITIVE BID SCHEDULE CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVISIONS NO. 13036 CIP No. (SS-B)2015 Name of Bidder: M a 2 c off ITEM DESCRIPTION OF ITEMS UNIT ESTIMATED UNIT TOTAL($} NO. QUANTITY PRICE 1 MOBILIZATION LS 1 IS,000 ►�;aao 2 TRAFFIC CONTROL L5 1 Z,Soo 2,Soo 3 CLEARING AND GRUBBING UNCLASSIFIED LS 1 EXCAVATION&UNCLASSIFIED FILL 74,000 Zv,000 4 CONSTRUCT PCC CURB RAMP INCLUDING EA 7 RETAINING CURB PER SPPWC 111-5 Z,`700 1`3)6t00 C 5 CONSTRUCT PCC SIDEWALK PER CITY STD 202, �? THE PLANS AND THE SPECIAL PROVISIONS SF 852 S . 6 CONSTRUCT PCC PEDESTRIAN PAD PER CITY STD @o go SF 146? 202,THE PLANS AND THE SPECIAL PROVISIONS S.= 3 6ss = 7 CONSTRUCT PCC SIDEWALK PER CITY STD 202, 6 yo THE PLANS AND THE SPECIAL PROVISIONS SF 1814 S. o,,SS .= 8 CONSTRUCT PCC CROSS GUTTER/SPANDREL PER CITY STD 201 AND THE SPECIAL PROVISIONS SF 130 �7 zto 9 CONSTRUCT PCC 6"CURB TYPE"A" PER CITY STD LF 48 200,THE PLANS AND THE SPECIAL PROVISIONS 36 1,�zg 10 CONSTRUCT PCC CURB TYPE"A"PER CITY STD 200,THE PLANS AND THE SPECIAL PROVISIONS LF 60 2 S6ti 11 CONSTRUCT PCC CURB&GUTTER TYPE"B"PER CITY STD 200,THE PLANS AND THE SPECIAL LF 85 3 PROVISIONS 12 CONSTRUCT PCC CURB&26" GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 5 50 2Sa PROVISIONS 13 CONSTRUCT PCC CURB&36"GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 187 25 _y.. .✓ PROVISIONS 14 CONSTRUCT PCC CURB&60"GUTTER TYPE"B" PER CITY STD 200,THE PLANS AND THE SPECIAL LF 10 -7 S -7 So PROVISIONS 15 CONSTRUCT PCC DRIVEWAY PER CITY STD 203 , 6o bo THE PLANS AND THE SPECIAL PROVISIONS SF 381 16 REMOVE AND CONSTRUCT 3"THICK ASPHALT OVER COMPACTED NATIVE PER THE PLANS AND SF 150 SPECIAL PROVISIONS B-3b ADDFNDUM NO.TWO PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 22, 2016 ADDITIVE BID SCHEDULE CONSTRUCTION OR ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVISIONS NO. 13036 CIP No. (SS-B)2015 Name of Bidder: M tia g2 CJN LR�j� ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE TOTAL($) NO. QUANTITY REMOVE AND CONSTRUCT 4"THICK ASPHALT 17 OVER 6"AGGREGATE BASE PER THE PLANS AND SF 451 1-7 zs -71/eA �s SPECIAL PROVISIONS REMOVE AND CONSTRUCT 6"THICK ASPHALT 18 OVER 8"AGGREGATE BASE PER THE PLANS AND SF 350 z 2 `Z o0 SPECIAL PROVISIONS REMOVE AND CONSTRUCT 8"THICK ASPHALT 19 OVER 12"AGGREGATE BASE PER THE PLANS AND SF 1120 2 H SPECIAL PROVISIONS 20 RESET EXISTING BUS EQUIPMENT EA 6 323 TOTAL BID"ADDITIVE"SCHEDULE $_ '�30 B-3c ADDENDUM NO,TWO PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 22, 2016 SUMMARY OF BID SCHEDULES CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVISIONS NO. 13036 CIP No. (SS-B)2015 BIDDER: M AQrrNe z r � (Contractor Name) TOTAL BID SCHEDULE mot '` . 8, (FIGURES) TOTAL ADDITIVE BID SCHEDULE $ zr- fZ(FIGL'RES) ;kc a GRAND TOTAL BID* $ ' (FIGURES)*Grand Total Bid is equal to the total of Bid Schedule,plus Additive Bid Schedule. BID NOTES: The unit price must be shown in figures, for all work items. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended `{TOTAL" amounts. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID (the combined total of Bid Schedule, plus Additive Bid Schedule). THE CITY ALSO RESERVES THE RIGHT TO AWARD BID SCHEDULE WITHOUT ADDITIVE BID SCHEDULE. Submitted bids shall include complete bid amounts for each bid item of each Bid Schedule to be considered valid bids. The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, implements,supplies,and all applicable sales taxes and fees necessary to complete the Project, as based on the City Engineer's estimate of quantities of work. The total price shall be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their Bid to the CITY. Failure to do so will result in the Bid being non-responsive. B-3d ADDENDUM NO.TWO PLANS AND SPECIAL PROVISIONS NO.13036 MARCH 22, 2016 Any situation not specifically provided for will be determined at the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a Bid,or the existence or treatment of an irregularity in a Bid, shall be final. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. Codes: Units of Measurement: (F) Final Pay Quantity EA Each (S) Specialty Bid Item LS Lump Sum (D) Deletable Work Item SF Square Foot SY Square Yard ELT Extra Long Ton LF Linear Feet TN Ton (D) Deletable work item; only to be incorporated in the work as provided via written direction from the Engineer. (S)Specialty Bid Item—are bid items that are considered part of the total base bid but are not considered part of the Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-3.2, "Additional Responsibility,"of the Standard Specifications. (F)Final Pay Quantity-are bid items as described in Section 5-1.07 of these Special Provisions. B-3e ADDENDUM NO,TWO PLANS AND SPECIAL PROVISIONS NO. 13036 MARCH 22, 2016 BIDDER-S_INEORMAT_ION Business Name: Mp�T�NF_2- cor�c��T6 Business Address: el z o w . FOOD of l c a c�o. A7vsA CA Phone Number: (626 33y- ZqT Fax Number: (414) 3 iq - i 76r E-mail: Contractor's License Number: 39ti-+- Business Entity: (for example, corporation, partnership, sole proprietorship) Coav �A�ror� DBE Certification No. if applicable) B-4 SUBCONTRACTOR DESIGNATION CONSTRUCTION OF ADA ACCESS RAMP&SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE PLANS AND SPECIAL PROVISIONS NO.13036 CIP No. (SS-B)2015 Name of Bidder: M4rkrTNr 2 tonKriF_y� In accordance with Public Contract Code Sections 4100-4114, the prime contractor shall designate the subcontractors who will perform work in excess of one-half of 1 percent of the prime Contractor's total bid or $10,000,whichever is greater. Subcontractors shall be properly licensed for the type of work listed. Only one subcontractor shall be listed for each item of work. In accordance with Public Contract Code Section 4106, if a prime contractor fails to specify a subcontractor or if a prime contractor specifies more than one subcontractor for the same portion of work, the prime contractor shall perform that portion himself or herself. If after award of contract, the prime contractor subcontracts, except as provided for in Sections 4107 or 4109, any such portion of the work, the prime contractor shall be subject to the penalties named in Section 4111. Subcontractor's Subcontractor's License Number Work Item Subcontract Business Name Business Address and Class Amount $ O'JNN.S Nrv►Ieao�L 3 a,.O w:w eon I C L `� \aCS0"I 2�88 0 VAI LANG ScgPr, ST(�� lgvnsGoPri Ti c esmavA[ 1•ia�cRr o 2g?114 No t,, SOo f1M (Asc. LaN� S�JavCy 5-nvcy3:,.J6 B-5 WORKERS' COMPENSATION INSURANCE CERTIFICATION I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Signature of Bidder: Date: 3 Printed Name: RoQERT MARTr"je-a. Title: sec. Business Name: MARTTNr-Z Coo4cR.rrF_ B-6 (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will result in rejection of bid.) NON-COLLUSION AFFIDAVIT To the Department of Public Works,City of San Bernardino,State of California: The undersigned in submitting a bid for performing the following work by contract, being duly sworn, deposes and says: That he or she is of the party making the foregoing bid,that the bid is not made in the interest of, or on behalf of,any undisclosed person,partnership,company, association,organization, or corporation;that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived,or agreed with any bidder or anyone else to put in a sham bid,or that anyone shall refrain from bidding;communication,or conference with anyone to fix any overhead,profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract on anyone interested in the proposed contract; or take any action in restraint of free competitive bidding in connection with such contract;that all statements contained in the bid are true; and further,that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization,bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. CONCACM Firm Name Signature of Bidder Rnor-mr Mq(-Trrir.2 sRc, /iiZMJ. Printed Name and Title a Zo _ I1J . FOaTh1Tf-L O�vp Business Address AZ-uSq Cq Place of Residence Subscribed and sworn to(or affirmed)before me this day of ,20 the above proved to me on the basis of satisfactory evidence to be the person who appeared before me. Signed Notary Public in and for the County of State of California. My Commission expires on , Year B-7 California Acknowledgment Form A notary public or other officer completing this certificate verifies only the identity of the individual who signed the IIdocument to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of Los Angeles } SS. II I� On March 7, 2016 before me, Pamela Jo Hunt Cortez, Notary Public (here insert name and title of the officer) personally appeared Robert Martinez who proved to me on the basis of satisfactory evidence to be the person(!Kwhose name0 o is/A&subscribed to the within instrument and acknowledged to me that he/X*XDW executed the same in his/KXX)W au- thorized capacity and that by hisbblifOt W signaturepWon the instrument the personX, or the entity IIupon behalf of which the person(i�acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing IIparagraph is true and correct. Seal IT ESS my hand and official seal. IIr. aPAMELA A HUN T CORTEZZ Cow.B 2095589 ,n NOTARY PUBLIC•CALIFORNIA N LOS Amoms COUNTY Signature o otary MY Comm.Exp.JAN.29,2018 r I I� Optional Information To help prevent fraud,it is recommended that you provide information about the attached document below. (� ***This is not required under California State notary public law.*** Document Title: Non Collusion Affidavit #Notes of Pages: II City of San Bernar ono-ADA Access Ramp&sidewalk I I I II BID BOND FORM Bond No.:CDGB104597 ---� Wa—the undersigned, Martinez Concrete Inc. as Principal,and .•.••... State National Insurance Company,Inc.Administered By:Contractor Managing General Insurance Agency,Inc. as Surety, are hereby and firmly bound unto the —City of Sae Bereardlgo . State of California, hereinafter referred to as `°Obligee"in the penal sum of tan percent ee of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors, administrators,successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, 'THAT: WHEREAS, the Principal has submitted to Obligee,a certain Bid,attached hereto and hereby made a part hereof to enter into a contract in writing,for the Construction of ADA Access Ramp & Sidewalk Improvements, Downtown Route (SS- E) 2015 Plans and Special Provisions No. 13036 (Copy here the exact title description of work including location as it appears on the proposal) for which bids are to be opened on March 22, 2016 (insert date of opening{) NOW, THEREFORE, a. If said Bid shall be rejected,or in the alternate, b. If said Bid shall be accepted and the Principal shall execute a contract in the Form of contract attached hereto(properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and shall in al I other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void;otherwise,the same shall remain in force and effect;it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no evert,exceed the penal ertauttt of dais obligation as herein stated. The Surety, for value received,horeby stipulates and agrees that the obligations of said Surety and its bond shah be in so way impaired or affected by any extension of the time within which the Oblige may accept such Bid;and said Swety does hereby waive notice of any such extension. Signed, this 21 st day of March 20 16 IN WITNESS WHEREOF, the Principal and the Surety have hereunto act their hands and seals,and sued of thorn as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their pWr dicers, the day and year first mentioned. State National Insurance Company,Inc.Administered By: Maakmz Concrete, Inc. (SEAL) Contractor Managing General Insurance Agency,Inc.* (SF.AL) Principal Sure — l By: (�—,,,.►Sipgn�atu�re�` Siiga'raturle II iw \1 K �• Printed Name and Title uk T Stephanie Hope Shear,Attorney-in-Fact Printed&w wd Tide "20335 Ventura Blvd., Suite 426 Woodland Hills CA 91364 NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form- e-$ Bond No:CDGB104597 State National Insurance Company,Inc.Administered by: Premium: $0.00 CONTRACTOR MANAGING GENERAL INSURANCE AGENCY INC. POWER OF ATTORNEY KNOW BY ALL THESE PRESENTS That STATE NATIONAL INSURANCE COMPANY,INC. a corporation organized and existing under the laws of the State of Texas,having its principal office in Bedford,Texas does hereby constitute and appoint Ste hanie Ho a Shear (individually,jointly,or severally) its true and lawful agent and attomey(s)-in-fact to execute,seal and deliver for and on its behalf as surety,any and all bonds in an amount not to exceed: Three Million and 00/100 Dollars($3,000,000) and undertakings,contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The acknowledgement and execution of bond by said Attorney-in-Fact,shall be as binding upon STATE NATIONAL INSURANCE COMPANY, INC.as fully and amply,to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. RESOLVED that the signature and date of any authorized officer and the seal of the Company may be affixed by facsimile or other electronic image to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,contracts of indemnity and other writings obligatory in the nature thereof, and such signature, date, and seal when so used shall have the same force and effect as though manually affixed. This Power of Attorney shall remain in full force and effect until revoked by STATE NATIONAL INSURANCE COMPANY,INC.in a signed writing delivered to the foregoing Attorney-in-Fact. IN WITNESS WHEREOF,STATE NATIONAL INSURANCE COMPANY,INC.has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer,this 7th day of August,2015, STATE NATIONAL INSURANCE COMPANY,INC. STATE OF TEXAS ed Terry L.Lbetter, rest ent Trace better,Secretary County of Tarrant On this 7th day of August,2015 before me came the individuals who executed the preceding instrument,to me personally known,and being by me duly swom,said that each of the herein described and authorized officer of STATE NATIONAL INSURANCE COMPANY,INC.;that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of said Company. M WITNESS WHEREOF,I have hereunto set my hand at Bedford,Texas the day and year above written. ....,. f 1p pRY Pp�p," OEANA HOWELL tv'o, Notary Public,State of Texas [Notary Stamp] MV Commission Expires Signature of Notary . January 07, 2018 I,the undersigned,Secretary of STATE NATIONAL INSURANCE COMPANY,INC.,do hereby certify that the above and foregaing is a true and correct copy of a Power of Attorney executed by STATE NATIONAL INSURANCE COMPANY,INC.,which is still in fail force mid effect IN WITNESS WHEREOF,I have thereunto systematically set my hand and attested the seal of said Company this`1$t day of March 2016 Trace Ledbetter,Secretary CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 s A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of LOS ANGELES ) On MAR 7 1 2016 before me, SHIRLEY GIGGLES, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared STEPHANIE HOPE SHEAR Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNES my hand and offici eal. SHIRLEY GIGGLES Commission#1987675 Z Sign atu a " ' Notary Public-California z Z Los Angeles County r Signa of Public My Comm.Expires Sep 7,2016 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑Corporate Officer — Title(s): ❑Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑General ❑Partner — ❑ Limited ❑General ❑ Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: 02014 National Notary Association -www.NationalNotary.org - 1-800-US NOTARY(1-800-876-6827) Item#5907 California Acknowledgment Form A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. II State of California County of Los Angeles } SS. II On March 22. 2016 before me, Pamela Jo Hunt Cortez, Notary Public , II (here insert name and title of the o fficer) personally appeared Robert Martinez who proved to me on the basis of satisfactory evidence to be the person(ig whose named p is/#k subscribed IIto the within instrument and acknowledged to me that he/ floc executed the same in his/KdtA W au- thorized capacityW and that by hisMIlfYt W signature*(on the instrument the person(, or the entity upon behalf of which the person(s4 acted, executed the instrument. III I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing IIIparagraph is true and correct. Seal W TNESS my hand and o)�iqcjal 7se I. III OMNOMT'AONY EUJO UNT CORTE2 /"lvo PLgIUC l;ce'P.1 2• UroRNIA Yt Lost AWILISI CourrSignature of otary r CONK E>tP.UN.20,2010 III III Optional Information To help prevent fraud,it is recommended that you provide information about the attached document below. III ***This is not required under California State notary public law.*** Document Title: Bid Bond Notes # of Pages: III o ADA III III III III PART B SPECIAL PROVISIONS PART 1 GENERAL PROVISIONS The following sections of the Special Provisions supplement and amend the Standard Specifications for Public Works Construction 2015 Edition. As a reference convenience, these sections are arranged in a format that parallels the Standard Specifications. SECTION 1 —TERMS, DEFINITIONS,ABBREVIATIONS, UNITS OF MEASURE,AND SYMBOLS 1-2 TERMS AND DEFINITIONS. Agency—Replace the definition in the Standard Specifications with the following: The City of San Bernardino. Board—Replace the definition in the Standard Specifications with the following: The Mayor and Common Council for the City of San Bernardino. Engineer—Replace the definition in the Standard Specifications with the following: The City Engineer, Department of Public Works, for the City of San Bernardino. Standard Specifications—Replace the definition in the Standard Specifications with the following: The "Standard Plans for Public Works Construction 2015 Edition", written and promulgated by Public Works Standards, Inc. SECTION 2—SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT. Add the following: Contract award and execution shall be in accordance with the Bid and Contract Documents and this subsection. Contract award will be at the discretion of the Mayor and Common Council for the City of San Bernardino. Within 10 working days of receiving the notification of award, the bidder, to whom the contract is awarded, shall execute the contract and file with the Engineer all specified documents. Failure to file the required documents and execute the contract within the prescribed time shall constitute good and sufficient grounds for rescission of the award and forfeiture of the bidder's security (10 percent of the amount bid) to the City of San Bernardino. The Notice Inviting Sealed Bids, the Addendum, the Instruction's to Bidders, the Bid Forms, the Special Provisions, the Plans, the Standard Specifications, the Standard Plans, together with any attachments, shall be considered as part of the contract between the City of San Bernardino and the Contractor to whom the contract is awarded. 2-4 CONTRACT BONDS. Replace the first three sentences of the first paragraph with the following. Within 10 working days after receiving notification of the award, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted within this subsection. Bonds shall be issued and duly executed by a solvent surety who is (1) listed in the latest version of the United States Department of the Treasury's Listing of Approved Sureties (Treasury Circular 570), (2) admitted and authorized to issue bonds by the State of California, and (3) rated "A"or better in Best's most recent Insurance Guide. SP-1 2-5 PLANS AND SPECIFICATIONS. 2-5.1 General. Add the following subsections: 2-5.1.1 Plans. The Plans listed below show the location, character, dimensions, and details of the Work, and shall be part of the Contract Documents: 1) Project Plans: Drawing No. 13036 Sheets 1 to 9. 2) Standard Plans(included by reference only): The City of San Bernardino Standard Plans. The "Standard Plans for Public Works Construction 2015 Edition", written and promulgated by Public Works Standards, Inc. 2-5.1.2 Specifications. The Work shall be constructed or done in accordance with The "Standard Specifications for Public Works Construction 2015 Edition", written and promulgated by Public Works Standards, Inc., and these Special Provisions. 2-8 RIGHT-OF-WAY. Add the following. The Contractor shall not encroach on private property adjacent to this project in any phase of the construction without a signed Right of Entry document from the Agency. 2-9 SURVEYING. 2-9.1 Permanent Survey Markers. Replace the entire subsection with the following: The Contractor shall be responsible for hiring a Civil Engineer or Land Surveyor to perform all survey work described by this subsection. The Civil Engineer or Land Surveyor shall be authorized to practice land surveying within the State of California. Prior to start of construction, the surveyor shall file a Corner Record referencing survey monuments subject to disturbance in the Office of the County Surveyor. Prior to the completion of construction, the surveyor shall (1) replace any survey monument disturbed by the contractor, (2) place or replace survey ties by transit method to locate all survey monuments, and (3) file Corner Records documenting the new conditions. The transit method requires that ties define the location of two intersecting lines which intersect at the location of the monument. Ties shall be located at the top of curb. The Contractor shall submit copies of all Corner Records and proof of recording to the Engineer within 30 days of such filings. The surveyor and contractor shall satisfy the requirements of Survey Monument Preservation Guidelines included in the Appendix. Full compensation for the work described in this subsection shall be considered as included in the lump sum bid price for Surveying, and no additional compensation shall be allowed. 2-9.2 Survey Service. Replace the entire subsection with the following: The Contractor shall be responsible for hiring a Civil Engineer or Land Surveyor to perform and be responsible for the accuracy of surveying adequate for construction. The Civil Engineer or Land Surveyor shall be authorized to practice land surveying within the State of California. SP-2 The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be done by the surveyor at the expense of the Contractor. Full compensation for the work described in this subsection shall be considered as included in the lump sum bid price for Surveying, and no additional compensation shall be allowed. 2-11 INSPECTION. Replace the second sentence with the following: The Contractor shall request inspection at least 24 hours in advance of proposed construction. SECTION 3—CHANGES IN WORK 3-3 EXTRA WORK. 3-3.1 General. Add the following: These specifications are subject to the restrictions of Section 20452 &20455 of this Public Contract Code. The Contractor shall not perform extra work without written authorization from the Engineer. 3-3.2.3 Markup. a) Work by Contractor. Replace the entire paragraph with the following: A markup for overhead and profit shall be added to the costs determined under Subsection 3-3.2.2. The markups are as follows: 1) Labor 20% 2) Materials 15% 3) Equipment Rental 15% 4) Other Items and Expenditures 15% To the sum of the costs and markups provided for in this subsection, compensation for bonding shall be at the rate specified by the bonding company. b) Work by Subcontractor. Replace the entire paragraph with the following. When all or any part of the"Extra Work" is performed by a Subcontractor, the Subcontractor's cost shall be determined in accordance with Subsection 3-3.2.2, and the Subcontractor's markup shall be determined in accordance with Subsection 3-3.2.3(a). A markup of 10 percent on the first $5,000 of the subcontracted portion of the "Extra Work" and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the "Extra Work" may be added by the Contractor. These markups shall constitute the markup for all overhead and profit for the Contractor on work performed by the Subcontractor. 3-5 DISPUTED WORK. Add the following: The prevailing party in any legal action to enforce or interpret any provisions of the contract will be entitled to recover from the losing party all attorney fees, court costs and necessary disbursements in connection with that action. The costs, salary and expenses of the San Bernardino City Attorney and members of his office, in connection with that action, shall be considered as attorney's fees for the purposes of the contract. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is hereby specifically excluded from this Contract. SP-3 SECTION 5—UTILITIES 5-1 LOCATION. 5-1.1 GENERAL. Replace the first sentence of the second paragraph with the following: The Contractor shall comply with the provisions of Section 4216 of the California Government Code, which requires the Contractor to contact Underground Service Alert of Southern California (USA), 1-800-422- 4133, at least two working days but not more than 14 calendar days prior to performing any excavation or drilling. Add the following subsection: 5-1.1.1 UTILITY LIST: The following is a listing of utilities that could be impacted by the Work. This contact information is provided to assist the Contractor. The Contractor is responsible for verifying phone numbers and contact persons. 1. A T&T Inquiries; Long Distance 22311 Brookhurst St. Suite 203 Huntington Beach, CA 92646 Attn: Joseph Forkert 2. AT&T 3939 E. Coronado Street Anaheim, CA 92807 Attn: Steve Han 3. AT&T(SBC—Pacific Bell Telephone) 1265 N. Van Buren Street, Room #180 Anaheim, CA 92807 Attn: Yvette Garofano 4. California Dept. of Transportation 464 W. 4th Street San Bernardino, CA 92401 5. Charter Communications 7337 Central Avenue Riverside, CA 92504-1440 Attn: Gregory Yates 6. City of Riverside 3901 Orange Street Riverside, CA 92501 Attn: Richard Small 7. City of San Bernardino Information Technology 300 N. "D" Street, 4h floor San Bernardino, CA 92418 Attn: Larry Martin SP-4 8. City of San Bernardino Department of Public Works(Street Division) 234 South Mt. View Avenue San Bernardino, CA 92408 Attn: John Van Havermaat 9 City of San Bernardino Department of Public Works Street Division (Traffic Signals and Street Lighting) 234 S. Mt. View Avenue, #110 San Bernardino, CA 92408 10. County of San Bernardino Flood Control Design Division 825 E. Third Street San Bernardino, CA 92415 11. East Valley Water District 31111 Greenspot Road Highland, CA 92346 Attn: Justin Parker 12. Elsinore Valley Municipal Water District P.O. Box 300 Lake Elsinore, CA 92531-3000 Attn: Lorem Sorber 13. MCI Telecommunications 18850 Orange Street Bloomington, CA 92316 14. Metrolink(SCRRA) 186 University Parkway Pomona, CA 91768 Attn: Christos Sourmelis 15. Omnitrans 1700 W. 5t' Street San Bernardino, CA 92411 Attn: Mel Cabang 16. Riverside Highland Water Company 12374 Michigan St. Grand Terrace, GA 92313-5602 Attn: Craig Gudgeon 17. San Bernardino County Information Services 670 E. Gilbert Street San Bernardino, CA 92415 Attn: Melissa Uyeda 18. San Bernardino Municipal Water Department Water Utility Division 399 Chandler Place San Bernardino, CA 92408 SP-5 19. San Bernardino Valley Municipal Water District 380 E. Vanderbilt Way San Bernardino, CA 92408 Attn: Bob Tincher 20. SBC Services 3073 Adams Street, 2nd floor Riverside, CA 92504 Attn: Lee Corby 21. Southern California Edison Attn: Design Support/UND 9901 Geary Avenue Santa Fe Springs, CA 90670 22. TCI 1500 Auto Center Drive Ontario, CA 91761 Attn: Mark Davenhauer 23. The Gas Company 1981 W. Lugonia Avenue Redlands, CA 92374-9796 Attn: Carlos Flores 24. Time Warner Cable Construction Department 1500 Auto Center Drive Ontario, CA 91761 Attn: Bruce Dewese 25. Time Warner Telecom 3281 Guasti Road, Suite#101 Ontario, CA 91761 Attn: Bart Van Wey 26. US Sprint Communication 282 South Sycamore Street Rialto, CA 92376 Attn: Lynn Durrett 27. Verizon (GTE) Control Desk 9 South 4th Street Redlands, CA 92373 5-1.2 PAYMENT: Replace the entire paragraph with the following. Payment for utility location shall be considered as included in the prices in the BID for other items of work. SP-6 SECTION 6—PROSECUTION, PROGRESS,AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK. 6-1.2 Commencement of the Work. Replace the entire subsection with the following. Pre-Construction Meeting: Within 10 working days of the award notification, the Contractor shall attend a Pre-Construction Meeting in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, San Bernardino, CA 92418. The Contractor shall coordinate with the Engineer to determine the time and date of the Pre-Construction Meeting. At the Pre-Construction Meeting, if not previously submitted, the Contractor shall submit to the Engineer the following documents: (1) Three original copies of the executed Contract Documents; (2) Three original copies of the required liability insurance policies; (3) Three original copies of the required workers' compensation insurance policies; (4) Three original copies of the required Payment and Performance Bonds; (5) Two copies of the Construction Schedule; (6) Two copies of the Traffic Control Plan; (7) One copy of the Contractor's City Business License; (8) One copy of all City of San Bernardino permits necessary to perform the Work; and (9) One copy of all permits issued by other governmental entities necessary to perform the Work. Notice to Proceed: The Agency will issue the Notice to Proceed no later than 5 working days after the Pre- Construction Meeting. The Contract time shall commence upon the date of issuance of the Notice to Proceed. 6-1.2 PROSECUTION OF THE WORK. Add the following. The Contractor shall protect the work area from nuisance and storm water flows which could have a negative impact on construction operations and/or delay the work. The Contractor shall employ temporary sandbags, pumps, conduit, and other means necessary to divert these water flows to protect the work area. Payment for protection of the work area from water flows shall be considered as included in the Contract Unit price for each item of the Bid and no additional compensation shall be allowed. 6-7 TIME OF COMPLETION. 6-7.1 General. Replace the entire subsection with the following: The Contractor shall diligently prosecute the work to completion before the expiration of 40 working days from the date of the Notice to Proceed. 6-7.2 Working Day. Replace the entire subsection with the following. Work activities shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday thru Friday, on the working days defined herein. A working day is any day within the period between the date of the start of the Contract time as specified in 6-1 and the date of field acceptance of the Work by the Engineer, other than: 1. Saturday and Sunday. 2. January 1, 2016; January 18, 2016; February 15, 2016; May 30, 2016; July 4, 2016; September 5, 2016; November 10, 2016; November 24, 2016; November 25, 2016; December 22, 2016; December 26, 2016; December 29, 2016; and January 2, 2017. 3. Any day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor association. 4. Any day the Contractor is prevented from working at the beginning of the workday for cause as specified in 6-6.1. 5. Any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as specified in 6-6.1. SP-7 6-9 LIQUIDATED DAMAGES. Replace the third sentence of the first paragraph with the following: For each consecutive calendar day in excess of the time specified for the completion of Work in 6-7.1, as adjusted in accordance with 6-6, the Contractor shall pay to the Agency, or have withheld from monies due it, the sum of$500. Replace the first sentence of the second paragraph with the following: Execution of the Contract shall constitute agreement by the Agency and Contractor that $750 per pay is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. SECTION 7—RESPONSIBILITIES OF THE CONTRACTOR 7-2 LABOR. 7-2.2 Laws. Add the following: The Contractor and all subcontractors shall pay each craft or worker employed on this project not less than the prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of the City of San Bernardino. The Engineer shall have the right to interview any craft or worker on the project site in order to verify payment of prevailing wage rates in accordance with Resolution No. 90-358. Prevailing wages shall comply with current rates and all updates in effect on the date of the first advertisement by the City Clerk of the"Notice Inviting Sealed Bids". The Contractor shall comply with the provisions in Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. 7-3 Insurance. 7-3.2 Liability Insurance. Replace the second and third paragraphs with the following: The Contractor shall maintain coverage with the following minimum limits: General Liability: $1,000,000.00 per occurrence and $2,000,000.00 aggregate for bodily injury, personal injury, and property damage. Commercial General Liability Insurance or other form with a general aggregate limit shall apply separately to this project/location; Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 aggregate; Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage; Employer's Liability: $1,000,000.00 per accident for bodily injury or illness; Course of Construction: Complete value of the project. 7-5 PERMITS. Replace the entire subsection with the following: City Business License. Within 10 workings days of the award notification, the Contractor shall obtain a City of San Bernardino Business Registration from the City Clerk's Office, San Bernardino City Hall, 300 North "D" Street, 2nd Floor, San Bernardino, CA 92418. The Contractor shall pay all business taxes or license fees that are required for the Work. SP-8 City Permits. Within 10 workings days of the award notification, the Contractor shall obtain all City of San Bernardino permits necessary to perform the Work. Permits shall be obtained at San Bernardino City Hall, 300 North "D" Street, V Floor, San Bernardino, CA 92418. The Contractor shall be responsible for meeting all permit requirements including completion of applications and provision of applicable USA reference numbers. No fee for City of San Bernardino permits will be charged to the Contractor. Permits shall be kept in a readily available place on the work site at all times during construction. Other Permits. Within 10 workings days of the award notification, the Contractor shall obtain all necessary permits from all applicable entities, including but not limited to, the City of San Bernardino Municipal Water Department, the United State Army Corps of Engineers, the State of California Department of Fish and Game, the State Water Resources Control Board, the California Regional Water Quality Control Board (Santa Ana Region), the State of California Department of Industrial Relations, and the State of California Department of Transportation (Caltrans). Fees for these permits shall be paid by the Contractor. 7-8 WORK SITE MAINTENANCE. 7-8.1 General. Replace the first sentence of the second paragraph with the following. The Contractor shall provide a self-loading motorized street sweeper equipped with a functional water spray system. Add the following to the subsection: The Contractor shall remove graffiti from all work site surfaces, including security fencing, on the day of occurrence. The Contractor shall water down the site during periods of high wind 7-8.2 Air Pollution Control. Add the following. The Contractor shall water down the site during periods of high winds as directed by the Engineer, including periods when the work is not actually in progress. Failure to respond to a directive to water down the site in a prompt manner will result in the City of San Bernardino making other arrangements to have this work done and the costs will billed to the Contractor, or it shall be paid for by the Contractor as a deduction from his contract. 7-8.3 Noise Control. Replace the entire subsection with the following: Sound control shall comply with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 a.m. shall not exceed 86 db at the distance of 50 feet. This requirement in no way relieves the Contractor from the responsibility of complying with local ordinances regulating noise levels. Said noise level requirements shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warning except those required by safety laws for the protection of personnel. 7-8.6 WATER POLLUTION CONTROL. 7-8.6.1 General. Add the following. SP-9 The Contractor shall be responsible for having sufficient materials on hand and being prepared to provide erosion and sediment controls capable of preventing erosion from being washed into the storm drain system. The Contractor shall be responsible for maintaining equipment so that oil, grease, gasoline, diesel fuel, et al., do not contaminate areas subject to run-off. The Contractor and its Surety shall fully indemnify the CITY for any pollution damage and/or cleaning costs. 7-8.6.2 Best Management Practices(BMPs):Add the following: The Contractor shall obtain and refer to the California Storm Water Best Management Practice Handbooks, Volume 3 Construction BMP Handbook and the County Regional Best Management Practices Handbook for Construction Activities. 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP): Add the following. The CITY, as Permittee, is subject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. The CITY may assess the Contractor a penalty of $1,000 for each calendar day that the Contractor has not fully implemented the BMP(s) or SWPPP specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the CITY will deduct, from the final payment due the Contractor, the total amount of any fines levied on the CITY, plus legal and staff costs, as a result of the Contractor's lack of compliance with these provisions and/or less than complete implementation of these specified BMP(s)or SWPPP. 7-9 Protection and Restoration of Existing Improvement:Add the following: The removal and restoration of existing improvements shall be in accordance with the following requirements: 1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and gutter shall be removed and replaced regardless of how short a length is damaged. The Contractor shall begin said 10-foot section, if possible, at an existing joint or scoring line. If said 10- foot section ends within 3 feet of an existing joint or scoring line, then the removal shall extend to said joint or scoring line. 2. If concrete cross gutter is damaged by the Contractor's operations, the cross gutter shall be removed in its entirety and replaced. 3. Concrete sidewalk shall be removed in its entirety between scoring lines or between scoring line and joint. Prior to removal, scoring lines shall be saw-cut. 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed in its entirety and replaced. 5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off from the sidewalk by a saw cut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. 6. If the roadside signs are damaged during the construction, they shall be restored or replaced to a condition equal or better than the existing per the prior approval of the City's Traffic Section. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48"shall be maintained. 7. If existing fence is in conflict with the new construction, fence shall be relocated by the Contractor. SP-10 The Contractor shall indemnify and save harmless the City of San Bernardino, and all officers and employees thereof connected with the work, in accordance with the above section. 7-9.1 Restoration Landscape, Irrigation and Landscape Curb: Add the following subsection: Payment shall be paid for at the contract unit price as shown on the bid and shall include full compensation to complete the restoration of landscaping, irrigation and landscape curbing as directed by the Engineer. 7-10 SAFETY. 7-10.4 Safety. 7-10.4.1 Work Site Safety. 7-10.4.1.2 Work Site Safety Official. Add the following: The Contractor will, through and with his Project Safety Official, ensure that all of its employees, and its subcontractors of any tier, fully comply with the Project Safety Policies. The Safety Official shall be a full- time employee of the Contractor whose responsibility shall be for supervising compliance with applicable safety requirements on the work site and for developing and implementing safety training classes for all job personnel. If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the Engineer may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. Add the following subsection: 7-10.4.1.3 Meetings. A. The Engineer shall have the authority to require that a mandatory safety meeting be held at any time during normal work hours. B. These meetings shall be attended by the Contractor, the Engineer or his/her designee, and any subcontractors specified by the Engineer. C. Meeting minutes will be taken, by the Engineer, his/her designee or the contractor. The responsible party will distribute the meeting minutes to all parties in this contract. SECTION 9—MEASUREMENT AND PAYMENT 9-3 PAYMENT. 9-3.2 Partial and Final Payment. Add the following: The Contract shall submit "As Built" project drawings to the Engineer prior to the release of final payment and/or bonds. 9-3.3 Delivered Materials. Replace the entire subsection with the following: SP-11 No payment will be made for any materials which are furnished but not incorporated in the work. 9-3.4 Mobilization. Replace the entire subsection with the following. When a bid item is included in the Bid for "MOBILIZATION", the costs of work in advance of construction operations and not directly attributable to any specific Bid item will be included in the progress estimate. When no such Bid item is provided, payment for such costs will be considered to be included in the payment for the various items of work. Mobilization may include, but not be limited to, the following: 1. Submittal and modification, as required, of the Construction Schedule. 2. Establishing work and storage areas. 3. Review of the Site. 4. Obtaining all required Transportation Permits. 5. Submittal of all required insurance certificates and bonds. 6. Moving personnel, equipment, materials, and incidentals to the Work Site. 7. Installing construction fencing and temporary construction power and wiring. 8. Establishing a minimum of one toilet facility and one washing station for each 20 employees or fraction thereof. 9. Establishing temporary utilities. 10. Establishing fire protection facilities. 11. Posting OSHA notices and establishing safety programs. 12. Posting Department of Labor notices. 13. Having the Contractor's representative available full time at the job site during work hours, and available 24 hours per day for emergency contact. 14. Establishing air and water quality protection measures. 15. Potholing and other research and review necessary to verify site conditions and underground utility locations. 16. Demobilization of the Site. The cost of bonds, insurance, move in and move out costs, preparation and submission of submittals, obtaining encroachment permits, and miscellaneous incidental costs, shall be included in the Bid Item provided for mobilization and demobilization and incidental project costs as a lump sum item, for which 75 percent (75%) will be eligible for inclusion in the first progress payment, with the remaining 25 percent (25%) not eligible for inclusion until 100 percent (100%)of the work has been completed and if progress of the work is satisfactory. No work shall be started without prior approval of the submittals. Failure to comply with the preceding requirement will be sufficient ground for the Engineer to stop all work on the project until the requirements are met. SP-12 PART 2 CONSTRUCTION MATERIALS The following sections of the Special Provisions supplement and amend the Standard Specifications for Public Works Construction 2015 Edition. As a reference convenience, these sections are arranged in a format that parallels the Standard Specifications. SECTION 200—ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS. 200-2.1 General. Replace the entire subsection with the following: Untreated base or sub-base shall be 3/4 inch Crushed Aggregate Base. All processing or blending of materials to meet the grading requirement shall be performed at the plant or source. The materials shall compact to a hard, firm, unyielding surface and shall remain stable when saturated with water. SECTION 201 —CONCRETE, MORTAR,AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE. 201-1.1 Requirements. 201-1.1.2 Concrete Specified by Class and Alternate Class. Replace the last sentence with the following. Portland cement concrete for all flatwork shall be class 560-C-3250, with a maximum slump of 4 inches. SECTION 203—BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE. 203-6.1 General. Add the following: The performance Grade of asphalt concrete shall be PG 64-10. Where dense graded asphalt is being constructed in two or more layers, the asphalt concrete pavement for the base course shall be B-PG 64- 10. Where dense graded asphalt is being constructed in a single layer, or for a finishing course or asphalt concrete overlay, the asphalt concrete pavement shall be C2-PG 64-10. SECTION 206—MISCELLANEOUS METAL ITEMS 206-5 METAL RAILINGS 206-5.1 Metal Hand Railings Materials Replace the subsection with the following: The metal hand railings shall be constructed in accordance with SPPWC 606-4 Type"A", as shown on the Plans and as directed by the Engineer. SP-13 SECTION 211 —MATERIALS TEST 211-1 COMPACTION TEST Add the following: Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. SECTION 214—TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 214-1 General. Add the following: Material for striping and markings on private property shall conform to the requirements of 214-4 of the Standard Specifications. Material for traffic striping and marking shall be thermoplastic type and shall conform to the requirements of 214-5 of the Standard Specifications. PART 7 STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS SECTION 700—MATERIALS 700-3.7 Pull Boxes. Replace the first sentence of the subsection with the following. Pull boxes and covers shall be size No. 5 constructed of portland cement concrete in accordance with SPPWC Standard Plan No. 405-1. Pull boxes shall be constructed with vandal resistant pull box inserts manufactured by McCain (www.mccain-inc.com) or approved equal. Pull box covers shall be cast with the following identifications: "TRAFFIC SIGNAL", "STREET LIGHTING HIGH VOLTAGE". SP-14 PART 3 CONSTRUCTION METHODS The following sections of the Special Provisions supplement and amend the Standard Specifications for Public Works Construction 2015 Edition. As a reference convenience, these sections are arranged in a format that parallels the Standard Specifications. SECTION 300—EARTHWORK 300-1 CLEARING AND GRUBBING. 300-1.1 General. Add the following. In addition to the items specified in this subsection, clearing and grubbing shall include the removal and disposal of existing driveway approaches, curb, curb & gutter, curb ramps, curb returns, sidewalks, spandrels, bus pad, local depression and asphalt concrete pavement, as indicated on the Plans. Tree Removal. Tree removal shall consist of removing those trees indicated on the Plans or as directed by the Engineer, including removal of any frames and grating as required, felling of tree, grinding the stump to 12" above existing surface and removal of all wood (unless otherwise designated), limbs and debris, and area cleanup. All removals shall conform with "CLEARING AND GRUBBING' of these Special Provisions. Payment shall be paid for at the contract unit price as shown on the bid. Ballard Removal. Ballard removal shall consist of removing those indicated on the Plans, including removal of any sidewalk necessary and the reconstruction of new sidewalk as directed by the Engineer. All removals shall conform with"CLEARING AND GRUBBING' of these Special Provisions. Payment shall be paid for at the contract unit price as shown on the bid. 300-1.3 Removal and Disposal of Materials. 300-1.3.1 General. Replace the entire subsection with the following: Objectionable materials removed by the Contractor during clearing and grubbing operations shall become the property of the Contractor and the Contractor shall be responsible for the lawful disposal of these materials, except as follows: During removal of existing trees, the contractor shall collect any frames and grates to deliver to the City Yard at 234 South Mountain View Avenue, San Bernardino, CA 92408 during normal business hours. The Contractor shall notify the Operations and Maintenance Division at 909-384-5045 at least one working day prior to delivery. 300-1.3.2 Requirements. a) Bituminous Pavement. Replace the second sentence with the following: Edges to be joined shall be saw cut to the full depth of the existing bituminous pavement. SP-15 300-1.4 Payment. Add the following: The price for clearing and grubbing shall include saw cutting and removing of a 12" wide by 6" deep section of asphalt pavement and/or base (the slot cut) adjacent to all new curbs, curb and gutters, cross gutters and spandrels. The cost of the "slot cut" repair as described in this subsection shall be considered as included in the price bid for the construction and installation of the item to which the pavement is incidental or appurtenant and no additional compensation will be allowed. Slot cut repair shall be per city of San Bernardino Standard No. 310 or as directed by the Engineer. 301-2 UNTREATED BASE. 301-2.4 Measurement and Payment. Replace the first sentence with the following. Crushed aggregate base will be paid per the bid schedule, shall include but not be limited to furnishing, placing and compacting all the materials required under all asphalt concrete pavement and other flatwork in the project, per the plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and shall be considered as included in the Contract unit bid price paid per Ton, and no additional compensation will be allowed. SECTION 302—ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT. 302-5.1 General. Add the following: In the reconstruction areas shown on the plans, the asphalt concrete pavement shall be per city of San Bernardino Standard No. 310 and as directed by the Engineer. 302-5.2 AC SIDEWALK BY-PASS, AC COMMERICAL DRIVEWAY BY-PASS. Add the following to the subsection: AC Sidewalk By-Pass By-Pass shall be constructed in accordance with City of San Bernardino Standard Plan No. 202 Class A, per the plans and as directed by the Engineer, amended as follows: location shall be as indicated on the plans, the construction material shall be asphalt concrete. Sidewalk By-Pass shall be constructed to existing above ground obstructions (such as at utility poles, traffic sign posts, etc., and shall provide a minimum of 48" in width between above ground obstructions, unless otherwise directed by the Engineer. AC Commercial Driveway By-pass. By-pass shall be constructed in accordance with City of San Bernardino Standard Plan No. 204 Type 1, per the plans, and as directed by the Engineer, amended as follows: location shall be as indicated on the plans, the construction material shall be asphalt concrete. Commercial Driveway By-Pass shall be constructed to an existing driveway approach (joining with but not replacing the driveway approach). To meet ADA requirements, Contractor may be directed by the Engineer to remove and replace up to one panel of sidewalk, each side of each approach, with payment of the additional sidewalk covered separately under"PCC SIDEWALK"of these Special Provisions. SP-16 302-5.2.1 Measurement and Payment. Add the following to the subsection: Payment for Asphalt Concrete Sidewalk By-pass, Commerical Driveway By-pass will be paid for at the Contract Unit Price as shown in the Bid. 302-5.9 Measurement and Payment. Replace the first sentence with the following: Asphalt Concrete pavement will be paid for at the Contract Unit Price per ton as shown in the Bid. SECTION 303—CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURBS,WALKS, GUTTERS, CROSS GUTTERS,ALLEY INTERSECTIONS, ACCESS RAMPS,AND DRIVEWAYS. 303-5.1 Requirements. 303-5.1.1 General. Add the following: PCC Curb. Curb shall be constructed in accordance with City of San Bernardino Standard Plan No. 200, Type A, per the plans and as directed by the Engineer, amended as follows:, modified to meet existing field conditions, the concrete class shall be 560-C-3250. PCC Curb & Gutter. Curb & gutter shall be constructed in accordance with City of San Bernardino Standard Plan No. 200 Type B, per the plans and as directed by the Engineer, amended as follows: modified to meet existing field conditions, the concrete class shall be 560-C-3250. PCC Bus Pad Concrete bus pad section shall be constructed in accordance with SPPWC Plan No. 131-2, per the plans and as directed by the Engineer, amended as follows: the concrete class shall be 560-C- 3250. PCC Local Depression Concrete Local Depression shall be constructed in accordance with City of San Bernardino Standard Plan No. 407, per the plans and as directed by the Engineer, amended as follows: the Local Depression shall be constructed to existing elevations, the concrete class shall be 560-C-3250. PCC Sidewalk. Sidewalk shall be constructed in accordance with City of San Bernardino Standard Plan No. 202, Class A/B, per the plans and as directed by the Engineer, amended as follows: width and location shall be as indicated on the plans; the concrete class shall be 560-C-3250. PCC Sidewalk By-Pass By-Pass shall be constructed in accordance with City of San Bernardino Standard Plan No. 202 Class A, per the plans and as directed by the Engineer, amended as follows: location shall be as indicated on the plans, the concrete class shall be 560-C-3250. Sidewalk By-Pass shall be constructed to existing above ground obstructions (such as at utility poles, traffic sign posts, etc., and shall provide a minimum of 48" in width between above ground obstructions, unless otherwise directed by the Engineer. PCC Cross Gutter/Spandrel Cross Gutter/Spandrel shall be constructed in accordance with City of San Bernardino Standard Plan No. 201, per the plans and as directed by the Engineer, amended as follows: modified to meet existing field conditions, the concrete class shall be 560-C-3250. PCC Commercial Driveway Approach. Approach shall be constructed in accordance with City of San Bernardino Standard Plan No. 204 Type 1, per the plans as directed by the Engineer, amended as follows: the concrete shall be 560-C-3250. SP-17 To meet ADA requirements, Contractor may be directed by the Engineer to remove and replace up to one panel of sidewalk, each side of each approach, with payment of the additional sidewalk covered separately under"PCC SIDEWALK"of these Special Provisions. PCC Commercial Driveway By-pass. By-pass shall be constructed in accordance with City of San Bernardino Standard Plan No. 204 Type 1, per the plans, and as directed by the Engineer, amended as follows: location shall be as indicated on the plans, the concrete class shall be 560-C-3250. Commercial Driveway By-Pass shall be constructed to an existing driveway approach (joining with but not replacing the driveway approach). To meet ADA requirements, Contractor may be directed by the Engineer to remove and replace up to one panel of sidewalk, each side of each approach, with payment of the additional sidewalk covered separately under"PCC SIDEWALK"of these Special Provisions. PCC Curb Ramp. Portland cement concrete curb ramp shall be constructed in accordance with SPPWC Standard Plan 111-5, per plan, and as directed by the Engineer, amended as follows: the concrete shall be 560-C-3250. It is the Contractor's responsibility to verify ramp-type selection and geometries, with concurrence from the Engineer, at every curb ramp location, before proceeding to remove existing improvements. No removals shall be done until it has been determined by the Contractor that a curb ramp can be installed that will meet all ADA requirements and Standard Plans for Public Works Construction (SPPWC) Standard Plan 111-5. Corner record transit ties shall be performed and recorded prior to existing removals. The Contractor shall be responsible for modifying traffic signal and highway lighting conduit and conductors when adjusting pull boxes in curb ramp areas. Adjustments to pull boxes may be adjusting to grade, or translational (relocations) within the allowable conduit slack for each interfering pull box. Contractor shall be responsible for replacement of any pull boxes and/or pull box covers damaged prior to and/or during construction. Contractor shall also protect in place all utility poles, traffic signal poles and their foundations, pole mounted traffic signal pushbuttons and their foundations, and traffic signal controller boxes and their foundations, including forming concrete surrounding their foundations, when such foundations are within the area of placement of a new access ramp. For purposes of measurement and payment, PCC Curb Ramp limits are considered as being within the ECR to BCR area. To meet ADA requirements, Contractor may be directed by the Engineer to remove and replace panel(s) of sidewalk, one or both approaches to each curb ramp. When said replacement panel(s) are within the ECR to BCR corner area, payment for the sidewalk panel(s) beyond the ECR to BCR area, shall be covered and paid separately under "PCC SIDEWALK' of these Special Provisions. Additionally, Contractor may be directed by the Engineer to remove and replace segment(s) of curb and gutter, one or both approaches to each curb ramp. When said replacement segment(s)are within the ECR to BCR corner area, payment for the curb and gutter segment(s) are considered as part of the PCC Curb Ramp cost. Any portions of replaced curb and gutter segment(s) beyond the ECR to BCR corner area shall be covered and paid separately under "PCC CURB AND GUTTER, of these Special Provisions. Where gutter is not present, this shall apply equally to PCC CURB only work associated with PCC Curb Ramps as well. Modify Existing PCC Curb Ramp. Ramp shall be modified in accordance with SPPWC Standard Plan 111-5. Where noted on plans, Contractor shall grind the lip at the bottom of existing curb ramps, flush with the existing PCC gutter flow line, for the full 4'width of the bottom of the ramp, and/or install minimum 3' X 4' detectable warning surface pads, per the plans, these Special Provisions, and as directed by the Engineer. It is the Contractor's responsibility to verify that the existing curb ramp can be modified to meet current ADA requirements, prior to initiating work on the existing curb ramps. There will be no SP-18 payment of any kind for modified curb ramps that do not meet current ADA Standards and SPPWC STD 111-5. Grind PCC Sidewalk Surfaces This work shall consist of grinding existing PCC sidewalk in accordance with CalDag FIG. CD-81), at locations per the plans and as directed by the Engineer. The Contractor shall remove and dispose of all residues from ground surfaces in a manner and at a location to satisfy environmental regulations. Residue will not be allowed to encroach onto private property or enter into closed drainage systems. Payment shall be paid at the contract unit price as shown in the bid. All above-referenced Standard Plans are included in the APPENDIX and made a part of these Special Provisions by reference. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer Adjustment City PB/Covers City utility pull box (TS, ST LT), WM and WV covers within the sidewalk, driveway, and driveway by-pass construction areas shall be adjusted to grade. Payment shall be paid for at the contract unit price as shown in the bid. Reset Tree Frame and Grating Work will involve the removal of PCC concrete ribbon around the frame, removal of the grating and frame, the removal/grinding of tree roots as required per Section 300 of the green book and as directed by the Engineer. Grating shall sit flush with the new sidewalk as directed by the Engineer. Payment shall be paid at the contract unit price as shown on the bid. SECTION 304—METAL FABRICATION AND CONSTRUCTION 304-2 METAL HAND RAILINGS 304-2.1 General. Add the following. The metal hand railing shall be painted "Black". The Contractor shall comply with the requirements of Section 310-5.3, "Painting Galvanized Surfaces". 304-5 ROADSIDE SIGNS Add the following subsection: 304-5.1 General. Add the following. Roadside signs shall be installed in accordance with City of San Bernardino Standard Plan No. 504. Relocate Sign Payment for removal and relocation of roadside signs shall be paid at the contract unit price as shown on the bid. Reset Chain Link Fence/Gate Payment for resetting chain link fencelgate shall be considered as included in the price bid for the construction and installation of the item to which it is incidental or appurtenant and no additional compensation will be allowed. SP-19 SECTION 309—MONUMENT 309-4 PAYMENT. Replace the entire subsection with the following: Full compensation for doing all the work involved in constructing the survey monuments, including necessary excavation and backfill as shown on the Plans or directed by the Engineer, shall be considered as included in the lump sum bid price for Surveying, and no additional compensation shall be allowed. PART 6 TEMPORARY TRAFFIC CONTROL SECTION 600—ACCESS 600-2 Vehicular Access.Add the following: The Contractor shall not close more than two (2) traffic lanes at a time. Traffic lane closures shall conform to the requirements of the approved Traffic Control Plan. Traffic lane closures shall only be permitted between the hours of 8:00 a.m. and 4:00 p.m. on designated working days during times of active construction operations. Traffic shall be permitted to pass through the Work site, unless otherwise shown on the Traffic Control Plan. Arterial and secondary streets shall not have the travel lanes closed during rush hours 7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer. 600-3 Pedestrian Access. Replace with the following. Safe, adequate, and ADA compliant pedestrian access shall be maintained unless otherwise approved by the Engineer. SECTION 601—WORK AREA TRAFFIC CONTROL 601-1 General. Replace the entire subsection with the following: Work area traffic control shall conform to the most recent "California Manual of Uniform Traffic Control Devices". All warning, regulatory and construction signs shall be fully reflectorized. The traffic cones to be used shall be thirty-six (36") in height, rubber or plastic, and be reflectorized. All works areas that remain after dusk shall be properly lighted to the satisfaction of the Engineer. 601-2 Traffic Control Plan (TCP). Replace the 1St sentence with the following: The Contractor shall prepare Traffic Control Plans depicting the layouts, methods, and devices that will be used to satisfy the requirements of subsections 600-2 and 601-1 of these special provisions in accordance with 2-5.3. Traffic Control Plans shall be provided for each phase of the Work. At the Pre-Construction Meeting, the Contractor shall submit two copies of the Traffic Control Plans to the Engineer for approval. The Contractor shall incorporate into the Traffic Control Plans any modifications requested by the Engineer. SP-20 The Traffic Control Plans shall be based on the most recent "California Manual of Uniform Traffic Control Devices". 601-3 Payment. Replace the entire subsection with the following: Payment for work area traffic control and preparation of the Traffic Control Plan shall be included in the lump sum bid price for Traffic Control. PART 7 STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS SECTION 701 —CONSTRUCTION 701-11 Pull Boxes 701-1.1 General. Add the following to the subsection: Existing Street Light Pull boxes within the sidewalk reconstruction areas which may not be shown on plans shall be raised or lowered to match new sidewalk surface elevations, as directed by the Engineer. The contractor shall either bring the pull box into conformance with 700-3.7 or cover over the pull box with cement as directed by the Engineer. Pull boxes damaged during the course of construction shall be replaced at contractor's expense per 700- 3.7. SP-21 APPENDIX STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION Wolcomo to this California DEPARTMENT OF INDUSTRIAL RELATIONS Apprenticeship programs information guide Back to search Description of sperertic"hip QualHlcatkxis for win Nidics w How apshlo gMM o�eiariaa Stow an aopNaW y_tgN take Apprenticeship vkleo-"Calilornkft Beat Kept Secret° Descriptian of apprenticeship Apprenticeship Is a system of framing virile sasirng, and aWwn ng by doing." it combines training on the job with related and supplemental Instruction at school. Today. it is utilized chlety In the skilled ctWts. Each program operates under apprenticeship trsW t g standexis agreed to by lebor wdfor mana@ament In accoirlance with State and Federal laws, under which a person works with a skid wodw and gains on the job skills and"know-hoe!"and In turn becomes an important part of the occupation and Indusby. in those crafts In which managers and Istw organizations exist, each selects an equal number of members to serve on the joint apprsrdiceship committee. The joint apprenticeship committee determine*the standards for trams of Its occupation and supeMsee the training of appreniices. In many cases the local apprenticeship cww tt••s haw guidelines in the form of national and/or statewide standards recommended by the advisory orgrdrations. But these are minimums and the local groups usually have complete autonomy In developing and administering their own programs. Qoaffleations for apprenticeship To be successful, the Indirduel must hays pemevmwice, ambition, and initiative. Like a college education, the successful completion of an appmiticeship tarn does not come sadly, but Is the result of hard work on the part of the apprentice. In practically every skilled occupaitkx% more than fundsmental knowledge of arithmetic is essential. The ability to read, write and speak wag to benelickai In aryl walk of gis, but in some —preirtkoeetilp occupations it is more Important than In others. In some occupations, Individuals se dit on appr'ertiaeship will be at a deckled advantage If they have taken shop courses, how some knosrfadge of mace Wig, physics, bluepint m d% draiting, higher mathematics, chemistry, electricity, winkling or the like. Physical fitness, a good sense of balance, eye-hand coordination, color sense, soft, strength, ability to warnk at heights and mechanical apiituds cart desk*ft qualifications in many skilled occupations and one or more of those are-essentisi in odws. Ability to work with others, good personality, and meat appearance are necessary In most trader, p ardcut ry whets condact with the pubic Is Inwived. In many skilled oceupalbns, persons with a high schoa diploma or Its squhailent are praftn+ed. Prospective skilled workers usually ice to work with their bends and to use wrlous tools to build and repair things. They Ake to Apish things once they haw started and dor t care how dirty or gresey the job, so long as they got it done. They enjoy visits to shops and factories and like to talk to mwhw*m d K"the Jobs they do and the problems they meet in their work. In school, they get Wong well In shop, science, methernatics acrd mechanical dmNkV classes, and enjoy working on practical problems In the ctassioon and at home. These are only some of the fsctkors that may Wicdo an aptitude for the skilled cmits. How apprenfticesiaip prq rama ope rate The training is supenvised by Joint Apfareraiiceship Cvmn •e(JAC)-sonnet called Joint Apprenticeship and Training Committee(JATC), or a Lkdkt W Appm*Icss*Committee(I.IAC). Training is "spelled our In appwnticesh n stwWWods developed by the local apprenticeship committees, with the assistance of co nsuRants of tins tN"m of App w*kyft Slkndm*, and re&tared with the State. The promees of the trade and the numbw of hones to be spent Ieenft each pwoess are defined. The period of training Is from 1 to 6 years, depending upon the trade. Most programs are for 4 years. Apprentices start at a percentage of the skied worica's wage and receive Increases at regular Intenels. Starting rates are usually 35%to 50%, and Increases we givan every six months In most trades. Apprentices attend classes of related techncal I strudkim usually in the public schools. This instruction, supplemantirng the training on the jab, gim appratices a cotiprehansive understanding of the theoretical aspects of their work. Raided Instruction is one of the tirunndamertal fsahures of apprenticeship and has bean developed and accepted vie standard practice In every trade. in most cases tills means attending classes at night 4 hours each week, for at lest 108 hours a year. The instruction Includes such subjects as safety hares and regulations, mathematics, drafting, blueprint reading and other sciences connected with the trade. In class apprentices team the theories of their trade; each day on the job they loam its practice, under the supervision of skilled workers, Instruction In the use of the tools of the trade Is also given apprentices early in their training; in most trades they are not allowed to use any powapdivtn machinery until well advanced in their training. Apprentices are usually required to famish their own hand tads. Each apprentice signs an apprentice agrseemert either with a JAC, UAC.or an individual employer. This agreement is filed with the Division of Apprenticeship Standards. Upon sueeessttul completion of training, they are Issued a"Certificate of Completion" by the State of Calihbmia. In a number of occupations and industries apprentices receive, In addition to their regular wages, fringe benefits covering vacation pay, health and welfare, pensions, etc. Through collective bargaining In a number of Instances, employers also pay certain regular anvxx is into apprenticeship fi Ws, which are administered by boards of trustees. Coordinators of apprenticeship and Meld representatives are employed by these boards to supervise the training of apprentices in a given trade or area, process apprentice applications, keep records of progress, and the like. Where fund offices and staffs have been established, they larva been of grog value to the JACs, apprentices and the industry. Industry coordinators and apprenticeship consultants of the Division of Apprenticeship Standards visit establishments to determine on-the-job progress of apprentices, seek new apprenticeship nticeship openings, and discuss problems with apprentices, s and employers. The role of the state,through the Division of Apprenticeship Standards, is consultative and developmental. The field and technical stags of the Division assist management, labor, JACs and UAC's by seeking to promote and develop additional training program, by providing technical delta through research on current trends and training practices to improvw and enlarge existing programs, and by savft as the rsgletnatim and certi0cfion agency for apprenticeship in California.The DivInion carries out the donee fannrn Mad by the California Apprenticeship Council,which is charged by law to"totter, promote, and develop the wsSrnw of the appmn*m and Industry, improve the working conditions of apprentices, and advan a their opportunities for prime emnploymert;" (Sholly-Maloney Apprentice Labor Standards Act of 1539, as arnended—Chapter 4 of Division 3, Labor Code of the State of Cvftrrds.) The Council's regulations are spelled out In Tate 8, Chapter 2 of the Cal€forrnis Administrative Code. Of particular interest are the sections pertaining to rwn-dscdmhation in a ppnertioesip. Sec. 212 de*m the contents of appranticeshdio star herds to be approval by the Division of Apprwtk eship Standards, Including paragraph(b)(13Y "Provision for fair and Impartial trefmant of appWcaruts bbr apprenticeship, selected through unftm selection procedures." Sec. 215 pro ildse In part: "Selection procedures mart be In writing, approved by the oppr�srdiceship program sponsor, and must meet o*eke its." Apprenticeship programs must comply with tone Soft of Caftaft Plain for Equal Opportunity in Appnsrntbceship Adopted and amsrrdad by the CaMornis AppMnticssh�Council on f wAmbsr 28, 1983, se though expressly set forth herein and shall be c omeldered as an appan4k hosto and appropriately rAaked ss such, including the month and year of adoption. The Division's Starts Plan doolcpsd to meet this nequiirerr w is of revised 20 CFR 30 is spelled out In the booklet, "State of Caitl mft Plan for Equal Opportunity In - Appi antiaesln ,"which also contains administrative guidelines for impbrrreMinp the Plan. 3t w an appFwant Awxdd take 1. Select an occupation for which you haw an sptkude or eome pre"n experience and the physical ability to 2. Find out N you meat the rrAnknurn qualifications br that occupation. 3. Decide whether you can work under the mquind job conditions, some of which may be hazardous, dirty, uncombrtabie or dhwwba wq*s wd. 4. Apply for an -- - ioesloip either dbectly to an employer In the ocoLg*lo rs, the J AC, UAC, the appropriate union, or the CdOMM Enq*Wnr d DwAloprmr d Department. 5. Take aptitude or other teen where va quired. 6. If the is 16 come hoe a not of applicants, cN�rnine whstlw�or not you we sulAciently Interseted in the oocupstion try welt for an opw*S or whether•you should seek atluw employment. 7. Some app hip convnKtaw haw appkw is find their own employment with a Arm which participates in the appr-mbeemip Moon. Con ktions of Uee I Pr WV Poky Copydght fig 2011 State of CdM)rrds CITY OF SAN BERNARDINO STANDARD PLANS CITY oE? s^w BF.czwA2nIA1C sT.4P4 nAczn E X I S T I N Cif . To POG WA P H V SYM 6OOLs • -#0 cArmMe Lime p S&WLC MANHOLE -C.ba CITY 0MITS 0", Stwea CLIAWOUT N i' MIG14T OF WAY LINE @D 4TOMM O"IW M"MOLE 5 !3 CXItTINQi SEW'RR. ©4ri-1 TELiPmONE WAMINOLE OR VAULT 4"Cl W Ex13TtHG WATKQ LINE ® L6 J 6►� *nANl+ol.lf oa vwLr WCONG—p 69MY044 STORM D"M WAYFQ MANHOLE CC YAVLT 2"Mti Qr EX14TINQ GARS LINE Q LE ELECTRIC MAMWOL11 OR VAULT T — 1lI 100. Tart.=C*JVUIT ( app'` !f lICTILIC Olt 761.ePHOUIE POLL 1Z"fA.00"e-1;a. 0*5T. SR¢IoA'rIow LIMB ® ELECTRdC TOwaL ? V E LAMeAD. tLE=r9efC CONO- E---- bOWMI GU( 5.1.•. of SYREET LICANTINCI 9) P119L NYDILANT 51 g. -- M 'TRAI►R'IC 61,GWAL =W" WAUL MILTLL F. 14 FIQE AI.AIZM WATEL VALVE 15"ID PCC—_ of CULVERT GI^% VALVe. v DOARD FEWCIL allecT .oL1es (urltlowITJ OARS50 W►RE 101061CL Q-0 CLQCTROLILR, (ON MAST AD A) CNAiw 1.lw$ PENCE 44-O T11AFFIC !16WAL wovew wlaE FENCE T"PFIC 5141■1AL (ON MAW ARM' P.CC, 6LOCV) WALL CIS Pul,.c, sOX OR QAILCOAO TRACIJS ® IVArf/G SONAI, CONtROLLs% NEON" TRAFFIC %sGmAL DRTEcTOQ HtDGIE CD__4 WALI5•WAIT SIQIIIUAL. D ILCTION FLOW M9T MRTICIC. T[ARRIG glf�N bIQLCT10hI FLOW PAV. ♦ SrRaST NAML $I0161 W—,er mm- lw IM TOP OF SLOPC � STOP 490" -- —-J-—-O- -OIL " TOE OP OLOPE � tLtL..CQD�rItJ4 SrliiN - - ■ - - - GU^IZD "LIAIG 6-16 Q.L.CtdSSIM(, SIGMAL IPC,C. SICKWALtS (prsNerv) SaaltrKLtR HsAv P C.C.Daly SWAY � DLLTA� ANGLE POI14T r.C.0-Cuts 4 CA rez POINT ON TA04001"T 144"t(l 00 U.S.1■�IAIL, sox �j SMRUD IZ" TREE (DECIDUOI�S, 3 d� PALLVRtlN(PtME lwm.) b � St'•CTION COaN!¢. s 9 1/4 co ft.m ar. JJLX Is ?CC 4LAD BUILDIMCa APPRoVWV StANPAV UNCOV629D MAN CITY OF SAN 6E12NARDINO -[PU5LIC WOW-K5 DE•Pt CITY LN IUESt. M INDWRAL NOTES+ NOTE M CONCRETE MUST BE AT LEAST CURIN• COMPOUND It"" K 5.5 SACK MIX(SNA-C-2500) AND HOLD 2800 P-11-1- IN SPRAYED UNIFORMLY ON ALL MIPMD 28 DAYS. SUI MCES PRIOR TO VAPOIWWN Of SURFACE WATER. EXPAN310M JOINTS AT ENO OF RETURNS • STRUCTURES W114991110 = R• w 0 PLANE JOINTS EVERY 10 PT OR AS INSTRUCTED. •q " SLOPE q8 Rs �► w 0.037 CU YO. sw • s /LET t/N.�": TYPE "B" P.C.C. CURB & GUTTER w Qs ' SLOPE 1:18 , w R f• 051 CIA YV ' �� • * RER L/N.FT TYPE "C" P.C.C. CURB S GUTTER N (LOCAL 3TREET3 WHEN APPROVED BY THE ENGINEER) A2 A= � /Z' P4' Qs ,► Aur 4 s PFRL/N. AM •• • 0.0&17 C!/. YL7. PER L/ 1 N. TYPICAL SECTION 0, • ROLLED CURB TYPE "A" (APPROVED BY TIHE CIITYCEENGINEER) P.C.C. CURB CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. APPROVED- STANDARD •• 2 7 19$Z PLAN TYPICAL SECTION- P. C.C. CURB 81 GUTTER as00 A MAME NMA WAT/(/E CUiPg FiICEMAY E C'•R. TD )WUA1 loi v tl �+' ClONr'iPETE '� I� A � � I j'oR6 S• E,NPANSA�NJO/NT �•—rA Q'P,A�,fM�t/JO/NT STiPA/GHT G�PADE —~W AVAPOWaw PLAN . OF CROSS GUTTER Al J,I N//Ti�/A fi MI 71C #- JO/NT sEALEA, A%Q eai STEET MOM& AM1.511 EXPANSION JOINT /" • �' NOTE: S7WI6NT boPAVE 8"LbrvCTE BETWEEN B C.R. '3 MAY BE.4Z MAP,60 ON Ed MMIVE SECTION "A-A" G�P.aoES. � Olw so•. _ c •so• PtW..uvFr 36" P.C.C. CROSS GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) CITY OF SAN BERNARDINO-PUBLIC WORKS DE . APPROVED StJ4NPaRP 36" 8& 7 2�� CROSS GUTTER M8 4 z' ia8z MA14 101 CITY ENGINEER VA4I .3¢-MIA TJ'P/C�afL .IOGTiCW h/1�,ArENEO /X.f�t/E �D�GVT A"f rAW90 *BEM r d"rl" VAM41 4''NIONG IMAF IAMM 0*A e s� w mr. MAY DE UAW: A)AMEN oIrAdW Aq Zf" r1d4N A"'AND SAME Arerfty "/Arj G1N QpTH J/OE.9 OF 1.0r. 1.)M.0 AfA-A& ERAMS S IAWWW". -- -- — GENEZ41. NOTES' 7m.6AmawArQ A)WrIA0 6lQMmewo dN•4"AE vl �. .�m�sco srxl�IYe'o uvi r cw.�cc. Ai0w &wow EirMwIp "If"elas AI TO r1w "AnW.4"VW aW .saxes A"AAW.. TYP ICAL S/DEAWX TRANSM401AI CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. D f?ANpAtp. -.1- ,1983 SIDEWALK LOCATION PL14N X01 TYPE I PLAN ONSITE DRIVE AISLE CURB FACE X Y ell 2.53' 2.53' WAII 3 � .�verAS.fc loll 3.0' 2.0' A 6"RC.C. i Wo i 1 I ,�� 'sK►..rlf. ay. Is i °' re, .r sxIGT ro G1oE�AI K NossD c I CURB FACE Y I X , A X ' Y EXISTING ON PROPOSED FULL HEIGHT CURB r• 1•• • _ _ _ _ CYNB AND GUTTER TYPICAL) 24' MIN. 3S' MAX. TYPE I[ PLAN ONSITE DRIVE AISLE CURB FACE X Y S" 2.6' I.0' v G V ,h t loll 3.0' 1.0' 3 moss ysIV N c Pcc. .. 1 .\"t a lsy�!) ti I EXISTING CYNB PAC EXISTING ON PROPOSED It X 3' A W 3' X Y CURB AND OUTTEN FULL HEIGHT 24 MIN. 36 MAX. CURB (TYPICAL) CITY OF SAN BERNARDINO / PUBLIC WORKS DEPARTMENT APPROVED: I - -lose STANVArl MAN COMMERCIAL DRIVEWAY APPROACH iff ITY Of I0F 18X0 PARKWAY WIDTH PROPERTY LINE Avom" 9.23' MIN. 410' NANOICAP ON-SITE DRIVEWAY X11-M!f SLOPS lot"/FT- �i/R rAX. s --- ---__..• M SECTION A-A (FOR PARKWAYS 14' OR LESS ) AwAlVw y wlprw "AwArAe r#AN 14 AC0P ZRTY L/NE 9.tS AW. Or IY-/aMi 4V WrAr AW^WWAY JOA dcawd,�r m axesso bx SECTION A - A (FOR PARKWAYS GREATER THAN 14' ) NOTES: 1. SCORING LINES SHALL BE EQUALLY SPACED AT 10'- O.C. MAXIMUM. THEY SHALT. BE 3/4" DEEP AND SHALL BE PLACED PRIOR TO LOSS OF FREE WATER. 2. THE 4'-WIDE HANDICAP BY-PASS SHALL BE FREE OF OBSTRUCTIONS AND SHALL SLOPE NO MORE THAN 1/4" PER FOOT. 3. DRIVEWAY APPROACH SHALL BE CONCRETE 520-C-2500 UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. IN INDUSTRIAL OR COMMERCIAL AREAS WHERE THE REQUIREMENT FOR SIDEWALK HAS BEEN WAIVED, THE 4'-WIDE EANDICAP BY-PASS SHALL BE DELETED. 5. TYPE II APPROACH SHALL BE USED TO FACILITATE INGRESS/EGRESS ON HIGH SPEED/HIGH VOLUME STREETS (35 MPH OR GREATER) WHERE DIRECTED BY THE CITY ENGINEER. CITY OF SAN BERNARDINO/PUBLIC WORKS DEPARTMENT APPROVED ,1999 StANDAKD COMMERCIAL DRIVEWAY APPROACH MAN 10ism �-EXISTING AC PAVEMENT TRENCH Alifs!„i_ iD IP TRENCH WIDTH S II TRENCH EDGES 1 2 lz F+—IF 4' OR LESS} IF Y OR LESS- 9SI A M OR AND THEN EXISTING S REMOVE/REPLACE • • ' • ` • • ' I SECTION PER NOTES: EXISTING AC � •'a'` • 1. ' MIN STRUCTURE SECTION J TYP 95x I t >0 li: PER NOTES: LL .' . N Z z J CURB AND TTER — _ ,' .arse• Y' 4�y. r- Z W MAX TRENCH WIDTH OR EDGE OF PAVEMENT TRENCH EDGE- F 0% 6' MIN �> t --~'r;• u__-._._____ - - - PAVEMENT REPLACEMENT LIMITS TYPICAL SECTION GENERAL RIGHT-OF-WAY TRENCH NOTES: OR AS DIRECTED BY THE ENGINEER ASPHALT PATCH THICKNESS SHALL BE 3 INCHES MINIMUM OR 1- GREATER THAN EXISTING AC. WHICHEVER IS GREATER. TRENCH WIDTH SHALL BE BY SAW CUT ONLY. ASPHALT PATCH MAY BE ELIMINATED OUTSIDE THE ROADWAY PRISM. COLD MILL OR GRIND EXISTING ASPHALT CONCRETE PAVEMENT TO A DEPTH OF 0.15' WITHMN THE TRENCH AREA AND TO AT LEAST 10 BEYOND THE EDGES OF THE TRENCH, OR REMOVE FULL DEPTH OF ASPHALT CONCRETE SECTION WITHIN THE SAME LIMITS. MORATORIUM STREETS: WHEN TRENCH CUTS HAVE BEEN AUTHORIZED FOR NEW STREETS OR FULL REHABILITATED STREETS WITHIN THE LAST 5 YEARS, GRINDING SHALL BE EXTENDED TO THE FULL TRAFFIC LANE. FOR STREETS THAT HAVE BEEN SEAL COATED WITHIN THE LAST 3 YEARS, THE TRENCH AREA SURFACE SHALL BE SEAL COATED WITH SIMILAR MATERIAL TO THE REST OF THE STREET. ANY TRENCH CUTS WITHIN THE SAME AREA LESS THAN ONE (1) YEAR OLD ARE CONSIDERED MULTIPLE CUTS. MULTIPLE CUTS WITHIN IOW OF EACH OTHER MADE BY THE SAME ENTITY SHALL BE REGIMED TO GRIND AND OVERLAY 0.15' FOR THE FULL LANE WIOTH BETWEEN CUTS AND INCLUDING THE CUTS. EXISTING CONCRETE ROADWAYS SHALL BE REPLACED WITH CLASS 520-C-250.0 CONCRETE OF EQUAL THICKNESS COLD JOINT TO COLD JOINT IN ACCORDANCE WITH GREENSOOK SECTION 201-1.12 AND INSTALLED IN ACCORDANCE WITH STANDARD PLAN 132-1 OF THE AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. @ ROAD BASE CRUSHED AGGREGATE BASE (GREENBOOK SECTION 200-2.2) 4 INCHES OR MATCH EXISTING SECTION, WHICHEVER IS GREATER, 95X DENSITY. PLACED IN MAXIMUM 4 INCH LIFTS. EXISTING CONCRETE ENCOUNIERED BENEATH THE ASPHALT PAVEMENT ROADWAY SHALL BE COMPLETELY REMOVED AND REPLACED WITH CRUSHED AGGREGATE BASE (GREEN BOOK SECTION 200-2.2) TO A THICKNESS EQUAL TO THAT OF THE CONCRETE REMOVED. t) TRENCH BACKFILL.• SELECT BACKFILL. 95X DENSITY, PLACED IN B INCH LIFTS. IF TRENCH IS LOCATED OUTSIDE THE ROADWAY PRISM, SELECT BACKFILL MAY BE PLACED TO FINISH GRADE AT 90% DENSITY. (:4) PIPE ZONE: SAND (SE 30) OR GREATER, JETTED. PER SECTION 306-1.3 (GREENBOOK), OR PLACED MECHANICALLY TO 9070 DENSITY. LOCATIONS SHALL BE CLEARLY SHOWN ON THE PLANS, MINIMUM TRENCH WIDTH SHALL BE THE PIPE DIAMETER PLUS 2 FEET FOR ALL PIPE DIAMETERS. PIPE SHALL BE CENTERED IN THE TRENCH. TRENCH WIDTHS SHALL ALLOW PLACEMENT' AND COMPAC11ON OF BACKFILL MATERIAL. MAXIMUM DISTANCE BETWEEN PIPE WALL AND TRENCH WALL SHALL BE 18'. 7 MINIMUM COVER IS REFERENCED TO FUTURE FINISHED FINAL GRADES UNLESS OTHERWISE SHOWN ON PROFILE DRAWINGS (36" MIN). 0 SUPPORT PIPE WITH SANDBAGS AND SPOT LOAD PIPE AS REQUIRED DURING INSTALLATION OF CLSM IN PIPE ZONE AND PIPE BEDDING AREAS. 9 DIAGONAL PAVEMENT REPLACEMENT IS NOT PERMITTED. Io ANY TRENCH CUTS WITHIN 4' FROM THE EDGE OF PAVEMENT, LANE LINE. CURB OR GUTTER SHALL HAVE THE PAVEMENT PATCH EXTENDED TO THE EDGE OF PAVEMENT. LANE LINE, CURB OR GUTTER. 1l NO FLOATER LESS THAN X-0' ALLOWED. 12 PATCH MATERIAL SHALL BE LIKE IN KIND. 2 uvoAM 11111411119 t FAMI M I arc 110/1+/mIl NO. Eff C17 Y OF SAN BERNARDINO APPROV �V STANDARD I?E Vh.ZOPMENT,SERVICES---PUBLIC WOMIENGINEERING NO. TYPICAL DETAIL 310 RESTORATION PERMANENT _ _. . _._ SURFACING/TRENCHING CITY ENG09EER W OF I Voriod_k H ; : CF--. f i , re- !� L'fPovnlX ,-C.F. F/ w„ - --Syr Gr- Ada _fquo/Curbfaces� f 3 -40 g" w�rode or see ate o.n,. Po�nfAf a Sfroi9 + 9 "Roundoff Thrai hf Grade orsee note f' ---; -� .lee note"b � /e" (� ie" �.See note b H f w PLAN SECTION H-H Tap of Curb Normal Gufler une4 fi"I Catch Basin �) Variob/e-' oloen09 NOTES ELEVATION o. Local Depression sholl be type l unless ofherwise specifiedon genera/ plan. TYPE i b. Elevations of outer corners (Line of outside edges extended) shown on general plan. If no a/evofions are specified, the outer edge of Local Depression shot/conform fo finished scree}Surface. c. Om; 6' 6' d. W= 4 fee t unless ofherwise specified c // .I I. /. IN __ F = 3 feet when o curb face is.showr� Fl w str or. ` 9uw/Curb str.G. F w o f point"X", ofherwise F= K Paces �^ ` K= 5 feet unless otherwise specified i yob\y�� s1rGr. �e 2 A ° Area of Local Depression. ---Ridge Line-- e. A curb face shown on the general .9froi f Grodeoseenofc"f" _,� plan less than k distonce below __Joe Nok Y,=•f r8" ia' '-See No%"b" baein shall be applied of point x with F= .s feel. PLAN f. 3peciol details governing the Construction of this Locol Depreu on vencco/curve shown on generol plan. TO of Curb g rc' = 3000 P.J.i. of 26 a/oys. ' Catch of ch 91MI 21 21 C "� Openlnq'rte ELEVATION TY PE 2 . No. Re vi 1 A wreof 7` CITY OF SAN 6ERNARDINO-PUBUC WOMS DEPT. APPROVED STANDARD LOCAL DE PRESS IONS `1 972 No. ` y 407 CITY ENGINEER ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL MOUNTED TO SIGNAL POST A403F.MATIONS ♦ S'' A%wme —Ave ib " May -Ailey r r s mouWW rd -B1v+d Canter mctr Cirde mer All �, a¢" FROM Court =Ct CITY LOGO Drive =Dr Highway =HWY � � Lana =Ln Pime =F4 � Paritway =Prkwy ■ t?�i— Road =Rd (SIGNAUZCD) =r State Route =Rte 14TERSECTM c Street =St Trap =Tr ftyy mWay CITY LOGO 6" 2' ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL t r (UNSIGNALI2ED) INTERSECTION ' s CITY LOGO Jr BORDER, 7b' FROM TOP 1---F W I %17 DIA ac BOTTtDM i SIGN BLADE MOUNTING HOLE PATTERN `v, CITY L�lVY 2• 2w rr STREET NAME & NUMBER SMALL 24" MIN BE CENTERED BOTH VERT dt HORIZ 36 MAX OR AS (WITH W CLEAR ON ENDS) ON APPROVED SINN BLADE. MIN LETTR SPACING - 75X (F.H.W.A. STANDARD) 8----� (II►") SON BLADE SHALL BE 8 GAUGE (.128) FLAT ALUWNUM ALLOY WITH DOUBLE FACE FINISH WHITE LETTERS & BORDER ON GREEN BACKGROUND. SIGN BLADE. SHALL 13E FABRICATED USING 1,11011 INTENSITY REFLECTIVE SHEETING AND PENMAN OVERLAY. (SEE SHT 2 FOR INSTALLATION). (W) (18') SIGN BLADE SMALL BE 8 GAUGE (.128) FLAT ALUMINUM ALLOY SINGLE FACED WITH V"TE LETTERS & BORDER ON GPI BMX GROUND. SIGN 91" SHALL BE FABRICATED USING HIGH INT@iRITY RULEGTIVJ SHEETING AND PERIMAN OVERLAY. (SEE SHT 4 FOR 1114STALL.ATiON). S%um, DETAIL urea► • sm ab ,,� f C1 Ty LOGO C17Y OF SAN BER NARDINO APPRO3 D V. STANDARD DEVF,, OP NT,SERI`�'tCES�-PUZILIG id�t�1MIENGl1►�EENNG N4. 504 I STREET .,11�A11 E SIGN , � 5 ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL al A BLADE (UNSONALIZEO) lot IRMSECTION it fit Q ATTACH SKr 1 B ADZES TO SMAL POLE AT Sib" FROM SIDEWALK USING BRACES 04M SCI BLADE IS 36" OR LONGER IN LENGTH. II 6 I Q SIGN-70-SIGN BRACITT. TIMMASR 51418 Q4 (FOR SIGNS UP TO 1W LG). I I lwwm 120TCX2S9[S? Ow SIGNS OVI£R Ir LG). ._ .2W WIRE SLOT, YA?OA4.-~ BOLTS M VPA12. I I LOST-70-SIGN BRACKET: SUM-LAK M97 SttM •2W WIRE SLOT. VMZAL ~ 9OL75 2NWA12. • I @ SIFT. 7 P'AFR' 2' SQ 12 GA. HELD TO A 2W SO x 30" 30 GA. H.O. AtJCHOR. FOUNDATION. PORTLAND CONCRETE CLASS 500-G-2500 MAX SLUMP=S'. • s k x MOM USE 2UMlAR INDUSTRIES (OR APPROVED EQUAL). DRIVE RIVET MD ANCHOR: TE"ASR X SO x 30" H.U. 1 1 MIM ROOM R MIAMI IW ale 1116rl W mom --fift--Lmuml + iy7Y OF S BE.RAJA"INO APPROVED. STANDARD DEMOPMENT SERVICES—PURUC*G?R;1ENGINFXJWG NO. do- RJ TREE I NAME SIGN am 2 OF 5 66' kffl I'* RADIM LOGO L) WHITE GREEN SEE j' soR,E *y 8r 6w 'SoRm � Er r NON ILLUMINATED STREET NAME SIGN DETAIL FOR MAST ARM INSTALLATION NTS D ETAI L CITY LOGO NTS NOTE: 1. SEE SPECIFIC ENGINEERING PLAN FOR PROPER SIGN NOMENCLATURE. 2. FULL-SIZE LAYOUTS OF EACH SIGN LEGEND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 3. SEE SHT 1 OF 5 FOR MATERIAL REQUIREMENTS. 4. SEE SHT 4 OF 5 FOR APPROPRIATE INSTALLATION. MY OF S,�W BERN�INa A"ROVED o4►r. �, z�— STANDARD DEVELOPMENT SERVICES---PUBLIC 10JMlENGI?VEERING NO. STREET NAME SIGN 3 OF 5 CITY STREET SIGN SWWW M MUM EXTRUSION (SX0073) 3MI DMWE BACK TAPE R 4 WWX MIDDIM CHANNQ MAMIP (SX 0222) Sim SOONG � a MAST ARM BRACKET (SA -1000) (SA - 1000 EXTENSIONS) ZAP MANUFACTURING. INC. 4 Of 1 VIEW B NT3 ALTERNATE INSTA:LLA116N 2 44 .7 B B r r d \� L J "' SIGNAL POST z VIEW A MAST ARM .. ' NTS '- INSTALLA11ON PREFURRED NOTE;_ USE ZAP MANUFACTURING. INC. (OR APPROYM EQUAL) FOR MAST ARM PREFERRED INSTALLA'f`ICN. 0 USE ZUMAR PRODUCTS (OR AM"VED EQUAL) FOR ALTERNATE INSTALLATION. CITY OF S BEPJ, A RDINQ APPROVED /V# 4_ ►.r-3 STANDARD DEVELOPMENT SERVICES-PFlBLtC W0W1F,NGNNEERING NO. IS TREE L NAME SIGN 4 0!F 5 BK:R 2' m T4 A J E)R— iTt 1 O O° OCR m Z — {— STREET SCR "T" INTERSECTION "-F-" INTERSECTION "L" INTERSECTION LEGLNQ DOUBLE sms MATH OR MATHOUT R-1 ♦ SIGNL.E SIGN WPTH OR WITHOUT R-1 N LOCATION OF STREET NAME SIGNS ARE SHOWN APPR AMATE. ALTERNATE LOCATIONS TO BE APPTJ BY TWE ENQIfEER. TYPICAL LOCATIONS: ON OCR OF NE A SW CORNER OF INTERSECTIRN& FOR UNNAMED PRIVATE STREETS, THE WORDS 'PRIVATE STREET" SHALL BE r HIGH AND CENTERED WITHIN THE SIGN. MAJOR STREET = ARTERIALS MINOR STREET = COLLECTORS do LOCALS t !i!gYC1�Uw 11!Al � e►o i 11/Mf�pgl MY OF SAN EE IM1 DINO APPRO r z� STANDARD DEVELOPMENT SERVICES--PUBLIC WO MIENGINEERING NO. �f NAME TG f] 504 ST. EE l S C" 5 aF a THE CALDAG - CALIFORNIA DISABLED ACCESSIBILITY GUIDEBOOK CHANGES IN LEVEL 8. CHANGES IN LEVEL General Where changes in level are permitted in floor or ground surfaces, they shall comply as detailed. 11 B-303.1 303.1 EXCEPTIONS: 1. Animal containment areas shall not be required to comply as detailed. 2. Areas of sport activity shall not be required to comply as detailed. Vertical A. Changes in level of/4 inches high maximum are permitted to be vertical and without edge treatment. 11 B-303.2 303.2 Fig. CD-8A 1/4 max 6.4 Fig. CD-8A Vertical Change in Level 0 ICC Reproduced with Permission Beveled B. Changes in level between 1/4 inches high minimum and 1/2 inches high maximum are beveled with a slope not steeper than 1:2. 111113-303.3 303.3 Fig.CD-8B ADMORY: Bavolled A change in level of 112 Inch (13 mm) Is perm ed to De 114 Inch (6:4 mrn) ver#k ►plus 1/4 inch,(6.4 trm) bet!e/ed. Holrvev±eu', In nit case may the combined change In level exceed 112 Mc* (13 trir`rr). Chews n lei el exceeding 112 Inch (13 mm) must comply,v*h the Mqulr ernents fior'"J talmps'";or `Curb Ramps 1/4 l 2 1/2_ 6.4 __ 1 12.7 114 6.4 Fig. CD-8B Beveled Change in Level ©ICC Reproduced with Permission 110 The Ca1DAG-California Disabled Accessibility Guidebook ©2014 Michael P.Gibbens STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 4' 1220 mm N 4' (1220 mm) MIN �o TRANSITION 4:1 MIN ;pit• :.., a NOTE 8 3: NOTE 2 13 I}=fY : r.. a-CL 10X MAX CU I X _ X� CURB FACE 4' (1220 mm) x TYPE 1 OR B 4' 1220 mm R z z R d a NOTE 8 I ADE BREAK Y NOTE 2 2I ec r r; N CUR }+--x .•• CURB FACE } 4' ( 220 mm) be Ljto AORB SEE FIGURE 1 TYPE 2 CASE A PARTS OF THIS STANDARD PLAN SHOW INSTALLATION FOR TYPICAL RETROFIT CONDITIONS, AND ARE NOT FULLY COMPLIANT WITH CALIFORNIA BUILDING CODE REQUIREMENTS FOR NEW DEVELOPMENT. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRODUlaAIM NY IRt STANDARD PLAN PUBUO ""° OM COMMMMIE'"° CURB RAMP OREOi°D 10 COIrA111FE 111-5 REV.1006.2000.2006.200°, sms USE VOTH STANDARD A S BCR OQ` ' P� 2X MAX E 4' 1220 mm ,,`% � RARE BREAK E o ` NOTE 8 NO 2v ,T,.?`• 7 PLANTING a AREA CURB y9� TYPE 3 CURB FACE WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A. TYPE 6 2% MAX GRADE BREAK E 4' 1220 mm NOTE 8 BCR 0.4 i A i OR B 4' 1220 mm R R �� NO 2 8.33 a ( N ,�33X BREAK N 3 i' ' PLANTING AREA PLANTING AREA NOTE •�� CURB FACE 1200 mm Lo 2 AORB SEE FIGURE 1 TYPE 5 PARKWAY R W at moo- Q� Z � F 4 a Z a 4' 1220 mm �c Pcc wALK 4 12 mm MIN R z� N NOTE 2--% NOTE @ ' p PLANTING AREA � TYPE 6 CUR CURB FACE o���, IF PLANTING AREA IS NOT Pc ' ADJACENT TO SIDE FLARE, USE "X" PER TABLE 2 FOR THAT FLARE CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ST PLAN CURB RAMP 111-5 C a NOTE 2 a a 8.333: AX ,i$;'I;;"'x: 8. MAX z• r fi f��,:.c: CURB 20TE 8 CURE FACE (►—X {' (1220 mm C TYP E 1 ti4+ MAk NOTE �..k �- TYPE 2 a NOTE 2 � 9 CURB CURB FACE�� �. G F CASE B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLA CURB RAMP 111-5 SHEET 4 OF I A "all SKEW ANGLE, o 41 SKEW ANGLE a-45' 1220 m OFFSET b-O NOTE 2 UNLESS OTHERWISE W NOTED ON PLANS !gm Nj!'".i I Y x;.: OC X lia On 8-;l OFFSET, b CURB"'0 CASE Q CURB FACE x Z E E F3 SEE DETAIL 8 A, 8, C, OR D, /NOTE 8 A ff At j A TYPE 1 d A> fti"4941 2 NOTE —A,l 59 MAX PLANTING 0- AREA X=4' (1220 mm) 1 0 IF ADJACENT TO CUR B�' PLANTING AREA, CURB FACE/ OTHEWISE SEE TABLE I Y E SEE DETAIL A, B, C OR D E At A NOTE MAX CL NOTE 2---"l CUR87 CURB FACE/ TYPE 2 CASE Q STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD " CURB RAMP 111-5 EMT 5 OF I 2% --GRADE BREAK S MAX 4' (1220 mm) Ll d ^ O EJ" ": _rI E Q Z OR E Q E A OR B LESS si?' 0 �r�-; %—MA X CROSSWALK y 4' (1220 mm x 3 Y bt < PLANTIN ;ISs ?c€ s: a AREA ili;;;«f,r}::. NOTE 2 TYPE 1 CUR A R NOTE 6 CURB FACE X-4` 1220 mm 4 K TO PLANTING AREA WHEN ADJACENT (1220 mm) x 191'< MARKED CROSSWALK � MAC n x E N f U tlu9 S Z OR MARKED C LE 5MAX CROSSWALK NOTE 2 Zi aX ..� x RADE BREAK CUR X 4' X CURB FACE 220 mm NOTE B TYPE 2 ..�,wj CASE E MARKED CROSSWALK STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION sTMDX" PLAN CURB RAMP SHEET t SEE NOTE 6 _PARKWAY R Y 4' 1220 mm MIN EXISTING ROUNDE TOP OF ROADWAY EDGE RAMP —2X MAX A2-0 CURB AND GUTTER SECTION A—A _ USE FIGURE 1 TO DETERMINE WHICH OF SECTIONS A-A, B-B SEE NOTE 6 PARKWAY OR C-C IS APPROPRIATE. R Y_ 4' 1220 mm EXISTING ROUNDED TOP OF ROADWAY EDGE RAMP DEPRESS BACK OF WALK SEE DETAIL A, B, C OR D. 2% AX SHEET 10. A2-0 CURB AND GUTTE SECTION B—B SEE NOTE 6 PARKWAY R EXISTING 4 t220 mm MIN ROADWAY S X Mq,Y DEPRESS BACK OF WALK �-.. SEE DETAIL A. B, C OR D, +- AX SHEET 10. SECTION C—C 122 mm — DEPRESS BACK OF WALK 33 �X , "-P ALK SECTION R—R Z OR LESS Z 4' 4' Z mm mm aEPR SS BACK OF WALK q :5 b. PCC SIDEWALK SECTION S—S STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 1 1 1-5 T 7 OF 10 PARKWAY WIDTH, FT (m) 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' (1.2) MIN(1.5) (1.8) (2.1) (2.4) (2.7) (3.0) (3.3) (3.6) (3.9) (4.2) (4.5) (4.8) (5.1) (5.4) (5.7) (6.0) 1- (25) i` 2" (50) 3" (75) z 4" (1 00) z SECTION A—A 5" (125 LANDING = 'v 1220 mm U 6" (150) Z O � 7" (175) F- 8" (200) U 0 U 9" (225) Q 10° (25o SECTION B-13 CALCULATE Z DIMENSION m PER FORMULA BELOW O 11" (275) Z 12" (30d OR MORE FIGURE 1 — SECTION USAGE NORMAL WHERE FIGURE 1 SHOWS USE OF SECTION B—B, FIGURE Z CURB FACE, SECTION Y—Y DIMENSION AS FOLLOWS: INCHES (mm) X. FT (mm) Y, FT (mm) W = PARKWAY WIDTH 2" (50) 4.00' (1220) MIN 2.63' (790) L = LANDING WIDTH, 4' (1220 mm) TYP 3" (75) 4.00' (1220) MIN 3.95' (1185) Z = [(Y+L)—W] x 0.760 4" (100) 4.00' (1220) MIN 5.26' (1580) IF (Y+L) < W, THEN Z = 0 5" (125) 4.17' (1275) 6.58' (1975) 6" (150) 5.00' (1525) 7.90' (2370) 7" (175) 5.83' (1775) 9.21' (2765) 8" (200) 6.67' (2035) 10.53' (3160) 9" (225) 7.50' (2285) 11.64' (3555) 10" (250) 8.33' (2540) 13.16' (3950) 11" (275) 9.17' (2795) 14.47' (4340) 12" (300) 1 10.00' (3050) 1 15.79' (4735) SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS TABLE 1 — X AND Y VALUES TABLE 1 REFERENCE FORMULAS: X = CF / 8.333% Y = CF / (8.333% — 2X WALK CROSS SLOPE) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-5 4' 1220 mm .DOW Z.Up IGRADE BREAK qrl CUR GUTTER I X.DOWN I r CURB FACE SLOPE, S r (1220 mm) TYPICAL CURB RAMP ,-X.DOWN. X.UP BACK OF WALK S GUTTER SECTION T-T FLOW LINE SLOPED STREET FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE. FOR EXAMPLE, X.DOWN = X x K.DOWN S K.DOWN K.UP 091 1.000 1.000 0.2% 0.977 1.025 0.5X 0.943 1.064 1% 0.893 1.136 2X 0.806 1.316 3% 0.735 1.563 4X 0.576 1.923 5% 0.625 2.500 TABLE 2 - SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS, K.DOWN = 8.3337E (8.3337. + S) K.UP = 8.33391 / (&333% - S) STREET SLOPE ADJUSTMENTS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANOMW CURB RAMP 111-5 TO OF J0 12" 305 mml E® 0 0 N " 194 m) goo ® ® 4 0.90" iv E ® ® c() (23 mm o� SINGLE " ® ® ® PATTERN "TRUNCATED DOME" (6 mm -44-1/4" (6 mm) 605mm) GROOVING DETAIL DETECTABLE WARNING DETAIL CONSTRUCT FENCE OR HANDRAIL z PER CONTRACT PLANS --� z 6" (150 mm) g PAVE RETAINING CURB�. PAVED SURFACE D SURFACE DETAIL A DETAIL B GRADED SLOPE 2:1 6" (150 mm) MAX-, NPAVED SURFACE RETAINING CURB---. P SURFACE DETAIL C DETAIL D GENERAL NOTES: 1. CONCRETE SHALL BE CLASS 520-C-2500 (310-C-17) CONFORMING TO SSPWC 201-1.1.2 AND SHALL BE 4" (100 mm) THICK. 2. THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDER WITH 1/4" (6 mm) GROOVES APPROXIMATELY 3/4" (19 mm) OC. SEE GROOVING DETAIL, 3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE GROOMED SURFACE TEXTURE CONFORMING TO SSPWC 303-1.9. 4. USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND LANDING IS PAVED. 5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED. 6. R = 3' (900 mm) UNLESS OTHERWISE SHOWN ON PLAN. SEE SHEET 7. 7. ANGLE = 0/2 UNLESS OTHERWISE SHOWN ON PLAN. B. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-5 r, , w CURB AND GUTTER U m CURB FACE r"m-A EDGE OF GUTTER SEE NOTE 3 PCC ON CMB p SEE NOTE F H In LowA w w w AC PVMT W/2 N L W/2 TYPICAL BUS PAD SEE NOTE 2 yy SEE NOTE 3 �\ PCC SIDEWALK K� m AC PVMT CURB \ _ CMB AND GUTTER SECTION A-A SEE NOTE 11 E PCC EXISTING SIDEWALK E E E 0 E in SEE NOTE 4 iv m t PCC �r q:i CURB ! AND e `l. q:•o� GUTTER e. m 3/4 20 mm v, m LEXISTING CURB a° AND GUTTER CMB CMB SEE NOTE 5 SECTION B-B SECTION C-C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMS LGAIM BY 7W STANDARD PLAN P'B'C"°�n °""°S'"` CONCRETE BUS PAD 1993 _ °�'B°a`Cauuirna 131 2 REV.1996,2009 USE WITH STANDARD SPECiFICA11ONS FOR PU C RK CON TRUCTION SHEET I OF 2 W E E 0 EXISTING GUTTER WIDTH OR yy E r 2' (600 mm) 0 mm AC PAVEMENT m Z p SEE NOTE 6 PCC , JOIN N� x W PCC : w o t ii PVMT AC , ..i� •...a L :A 1:1 .ray.:• EXISTING CURB ° m m SEE NOTE 4 CMB CMB SECTION D-D SECTION E-E SEE NOTE 14 AC PVMT PCC H 1 TO 8 BATTER m CMB SECTION F-F NOTES: 1. DIMENSIONS: (UNLESS OTHERWISE SHOWN) L = 85' 26 m) T = 8" 200 mm W = 10' �3m) B = 6' (150 mm) 2. USE SECTION B-B FOR EXISTING CURB AND GUTTER THAT IS TO REMAIN. USE SECTION C-C FOR NEW CURB AND GUTTER. USE SECTION D-D FOR EXISTING CURB THAT IS TO REMAIN. 3. USE SECTION E-E FOR EXISTING AC PAVEMENT. USE SECTION F-F FOR NEW AC PAVEMENT. 4. ENGINEEARnSHALL BE APPLIEDA 0 THE TEXISTING CONCRETE SURFACES'PRIOR TOXCONCRETE PLACEMENT. 5. IF B + T IS 2 300 mm (12"), CMB CHALL EXTEND UNDER NEW CURB AND GUTTER. 6. COONSTRUCT J ONGITUDINAL WEAKENED-PLANE JOINT TO MATCH ADJOINING EXISTING GUTTER WIDTH, OR 2 (600 mm IF NO ADJOINING GUTTER EXISTS. 7. USE 2"x4" (50x100) HEADER TO FORM 3-1/2" (90 mm) STEP. TOP OF HEADER SHALL BE SET TO LINE AND GRADE. 8. ALL EXPOSED PCC CORNERS SHALL BE ROUNDED WITH A 1/2" (15 m) RADIUS. 9. SURFACE OF CONCRETE SHALL HAVE A ROUGH TRANSVERSE BROOM FINISH. 10. WHERE DESIGNATED BY THE ENGINEER, UNDESIRABLE SUBGRADE MATERIAL SHALL BE REMOVED AND REPLACED WITH CMB. 11. WHERE NEW CURB AND GUTTER IS CONSTRUCTED ADJACENT TO EXISTING SIDEWALK, SIDEWALK SHALL BE REMOVED AND REPLACED TO NEAREST SCORELINE. 12. CONSTRUCT TRANSVERSE WEAKENED PLANE JOINTS IN BUS PAD PAVEMENT AT APPROX. 10' (3 m') INTERVALS. 13. CONSTRUCT TRANSVERSE WEAKENED PLANE JOINTS IN BUS PAD PAVEMENT AT ALL EXISTING CURB/CURB & GUTTER CONSTRUCTION JOINTS AND WEAKENED-PLANE JOINTS. 14. DIMENSIONS OF THE THE ENGINEER AND CONCRE EN POUR DMDIRTEC�1A,Y USING rE EXISTING AROUND A FORM. THE CONCRETE EDGES' SHALL BE ROUNDED WITH A 1/1 (15 mm RADIUS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CONCRETE BUS PAD 131-2 SHEET 2 OF 2 2" (51 mm) 0 STD STL PIPE, RAILS AND POSTS A 6. CAP DETAIL 150 mm) NOTE 5 LIP JOINTS E E 460 mm) NON-SHRINK GROUT EXPANSION ° TOP OF WALL JOINT_,* 460 mm) {gyp. OF 9" MIN W 150 mm} 230 mm E " E_ " IN 0 Z E E (75 mm) o N 4 TYPE A SECTION A-A 2" (51 mm) 0 STD PIPE, B_ RAILS AND POSTS SLIP JOINTS " (360 mm) (360 mm) 14" (360 mm) TYPE B B B-B rRAILS PICKETS C 2" (51 mm) 0(STD 1/2" (13mm) 0 STD PIPE PIPE - 1 ff E E � o 0 " (100 mm) 4" AR 100 mm) POSTS 2-1/2" (64 mm) 0 c SECTION C-C STD PIPE OR TYPE C 2" (51 mm) 0 EXTRA STRONG PIPE ELEVATION SEE CALIFORNIA BUILDING CODE FOR HANDRAIL AND OTHER REQUIREMENTS FOR HANDICAPPED ACCESSIBLE RAMPS OTHER THAN CURB RAMPS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED OY n1E STANDARD PLAN PU9LG MSOO STANDARDS IND. METAL HAND RAILINGS 646-4 OR!lIi000N COMMITTEE 1993 REV. 1090.2000, 1000,2013 Im SIANDARD SPECInCAMONS FOR PUBUC WORKS N f 3 4H'EE 'r'' TAILS 18' < 4" CLEAR (460 mm — (< 100 mm) WELD ALL AROUND- 18" _ SEE NOTE 5 (460 ) T, TREAD WIDTH 12" 305 mm —BACK OF SEE SHEET 1 FOR SIDEWALK BOTTOM RAIL, POSTS, PICKETS, AND POST C EMBEDMENT a E CLEA E o (< 100 mm) c STAIR CURB TYPE A TYPE C HANDRAIL INSTALLATION ON STAIRWAYS � 125 mm)�1 4_ DRIVE ON STEFI 3" END CAP 75 mm 11 (5 mm) I W Z a_° m '^ E \qo a O 1/4' 6 mm SLIP JOINT DETAIL CAP DETAIL FOR RAIL END NOTES: 1. USE TYPE C WHERE ADJACENT GRADE IS MORE THAN 2'-6" (760 mm) BELOW LANDING OR SIDEWALK FINISHED SURFACE. 2. RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL PIPE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METAL HAND RAILINGS 606-4 301 mm 1" (25 mm) 0 STD PIPE F 1" (25 mm) 0 STD PIPE 0 FRONT SECTION D-D POSTS PER UPPER RAIL SHEET 1 2" (51 mm) 0 STD PIPE TOP RAIL TYPE 1 u w 305 mm) (40 mm) 1" (25 mm) 0 STD PIPE OR APPROVED EQUAL 0 FRONT LemE SECTION E-E TOP RAIL TYPE 2 rWF- 1 " (305 mm) IP RAIL 1-1/" 1" (25 mm) 0 40 mm) STD PIPE WALL FRONT SECTION F-F BRACKETS EACH 8'-0" (2.44 m) OR AS SHOWN ON PLANS. MOUNT TOP BRACKET ABOVE TOP STAIR NOSE. WALL-MOUNTED HANDRAIL STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAWMW PLAN METAL HAND RAILINGS 606-4 T3 SURVEY DOCUMENTS SURVEY MONUMENT PRESERVATION GUIDELINES CALIFORNIA LAND SURVEYORS ASSOCIATION & CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNM Joint Professional Practice Committee - Riverside/San Bernardino and Desert Chapters (In Cooperation with the Riverside &San Bernardino County Surveyors Office) PREFACE: The preceding public survey documents are provided from a search of records on file in the City of San Bernardino, Office of the City Engineer. All work is to be performed by a person or under the supervision of a person authorized to practice Land Surveying(refer to subsection 2-9 "SURVEYING" of the Special Provisions). All new and replaced survey ties shall be by transit method. The following regarding public works construction in the Public Right of Way is extracted from letter from the above agencies, dated April 13, 2007: NEW & RECONSTRUCTION PROJECTS A. PRIOR TO CONSTRUCTION (1.) The survey crew shall diligently search for all survey monuments of record and on the surface of the road. It is suggested(that)the search(should) include the use of a metal detector. When the detector indicates the possibility of a buried survey monument, then digging below the surface to uncover the monument within 2" of the road surface is recommended. (2.) The survey crew shall properly reference all found survey monuments, which may be disturbed or covered during construction,to stable surface points. (3.) The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in(Item 2.), above. Prior to the start of any construction work,the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. B. AFTER CONSTRUCTION AND PRIOR TO RECORDING NOTICE OF COMPLETION 1. All covered and disturbed monuments shall be reset with the same or more durable type of monument as the original, in the surface of the construction. Key monuments shall be a minimum 1" inside diameter iron pipe of appropriate length. 2. A monument box or other protective structure is recommended to be placed around key monuments (section corners, quarter section corners). 3. The authorized surveyor shall properly complete a Corner Record of Record of Survey for all set monuments with a change in character, including tag number, and submit it to the County Surveyor for review, signature and filing. NOTE: Parentheses above indicate changes to original text. NOTICE Filing this Comer Record does not relieve you of filing a Record of Survey when it is required by the Land Surveyors Act CORNER RECORD 0 1 0604 Document Number 2 2 1 () 4 9 City of SAN BERNARDINO 1 County of SAN BERNARDINO California Brief Legal Description SEC 3 a T W P /S i, RGE 4W SAN HERNARM0 ml (Include Sec Twp Age and Mandien or i CORNER TYPE COORDINATES (Optional) i ❑ Government Corner ❑ Control N i ❑ Meander ❑ Property E ❑ Rancho Other Zone ❑ NAD27 ❑ NAD83 i ❑ Date of Survey (17/9 Y /ir-ZDD/ NAD 83 Epoch i Elev Vert Datum ❑ NGVD29 ❑ NAVD88 Maas Units ❑ Metric ❑ Imperial Comer— ALeft as found ❑ Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt Identification and type of corner found Evidence used to identify or procedure used to establish or reestablish the corner SEE PAAE 2 OF 2 A description of the physical condition of the monument as found and as set or reset SEE PAGE Z DF2 LAND SURVEYOR S STATEMENT �e��O E, O�G•PL. This Corner Record was prepared by me or under my direction in conformance with the rP * Land Surveyor s Act on 2 � 200/ N r Ll 5274 X P iQ E,f /2 l Signed L S - Number :5274 SURVEYOR S STATEMENT o,NL L ao This Corner Record was received MAY 2 3 2001 20 and examined , %0= � and filed 7 200/ uT L5 5352 0 CA +PA-r,% Signed Deputy County Surveyor L S or R C t Number 0,a SI Z yr�� CAL ro County Surveyor a Comment A P N Ave f of 2 01 0604 221 042 5BCFB 134- 115-r 'F STREET T/ES CHECKE�FT' 5-17-,618Y cT 510 RD L OSY FD L4TDM TC 9 5 FZ FD L4T DN Tt 5 ,0 FT W'LY 6P THrECR D E)LY OF7'1fE SC-R PER PER 5 B C FB13y./ Z SB e F S /3q- 99T F 9 9 T 4'C R /82-040 C R /82 040 �1 F/FTH STREET' FD MW LJ/X- T/C" NR t L S �j PER S Q C G�i <3Hf 99 T� CR / 8z - 440 L FD L TD N TC /D.?F1' SET gL T MV Tt E%LY FTHE EC-R PER N LY DFTHE 58 F13 t 3H�9 9 T ` 13LR G R' /82— 040 NOTES (; DENOTES TRn1USITLINF IYDLDS DYER T/E DISTNNCE 5 B C F O DENOTE S SM) BEXIMR DIND C l 7Y F/EL D B DD k C R DENorES CORNER PECORD P&CCIMENT ON FILE/N TNFOFF/CE 4/c -THE SAN 8ERIVARVINQ LouACY Su VE Yok Page 2 of 2 SIG STREET TIE5 CHEC KEO 4 SErZ 24 93 SY -T DAv13 N0 7-E T/E DISTAIJCES ARE ME.45u.eED By E D M c 9-ZS-9S FD SC,E EW otj T C IAI-dg /1 A7AIk L"OAJST .SE T Fp ip OF Co /YC- M7 � 7- //Y OX16 LOC CA. 're F L/t -J4' �^/TR RO Iet ra,QN PE,¢ c/ry - riss D4 MP Z /•83 ZLoZ ZIOA S! f'6/c6d.;-ro h W W Fa�/NO 2 l3kf1SS I O/S/� /�/ r1oNc/rsCi✓' t� WELL Sr.4/rFE'O Za&o �N, WELL iP/H eI/ � R EELoW ExisT N3 � �\ Q SPNA tT SURFACE L °T ACCEPTEL' ASCC-, —« Nt rNTE25Ec-7 PE,e C/ rYT/eS CA TED 2 l-83 1n/EL IL ccvE,p /S LOST No Rc pe_AC6M EivT Seer T,E v o/CS # F/LL ED iN weLG w/rI D/RT 0A$pNA1 7, So / I P f S8 TAG/ Fe u.SH S� CO/Va ST)e T lT� SE r LEAO Ti4,cx ON T C SE T L EA L' 4 7.A C e ow-r 1 3Fr S cycFTMEEcie 5 / Fr S LYOF - _ 6C Q V �„ hl' NAi1 f�ai rn Gv✓� a oe 'n WO ff- p yr Q �, M CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this qTU day of J,,Nr , 20 if. , between the City of San Bernardino(owner and hereinafter"CITY"),and MA I�W Q 2 (hereinafter "CONTRACTOR"). 1. For and in consideration of the payments and agreements hereinafter mentioned,to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged, the CONTRACTOR agrees with the CITY, at the CONTRACTOR's own proper cost and expense in the Special Provisions to be furnished by the CITY, to furnish all materials, tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the CONSTRUCTION OF ADA ACCESS RAMP & SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE ( SS-6 ) 2015 in strict conformity with Plans and Special Provisions No. 13036, and also in accordance with Standard Specifications for Public Works Construction, 2015 Edition, on file in the Office of the City Engineer, Public Works Department, City of San Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof,in the manner and according to the Plans and Special Provisions,and requirements of the Engineer under them. 3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them,that there shall be no discrimination against or segregation of, any person or group of persons on the basis of race, color,national origin,religion, sex, marital status, or ancestry in the performance of this contract, nor shall the CONTRACTOR or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy,as recipient deems appropriate. AGREEMENT: CONSTRUCTION OF ADA ACCESS RAMP & SIDEWALK IMPROVEMENTS, DOWNTOWN ROUTE ( SS-13 ) 2015 4. CITY hereby promises and agrees with the said CONTRACTOR to employ, and does hereby employ the said CONTRACTOR to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions above set forth; and the same parties for themselves, their heirs, executors,administrators,and assigns,do hereby agree to the full performance of the covenants herein contained. 5. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said CONTRACTOR, then this instrument shall control and nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties of these presents have executed this contract in four (4) counterparts, each of which shall be deemed an original in the year and day first above mentioned. CONTRACTOR CITY OF SAN BERNARDINO NAME OF FIRM: NARrruF X n"cAeTr__ BY: L MARK SCOTT City manager BY TITLE: ATTEST: MAILING ADDRESS: Q 20 AEORGE-ANN HANNA A-lusq., cp City Clerk PHONE NO.: APPROVED AS TO FORM: ATTEST: \C�� G SAENZ, City Attorney Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation,Secretary should attest. Client#: 1256144 305MARTICON1 ACORDT. CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 6/22/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Allie Mosier B68T Insurance Services WCNNo Ext:714 941-2900 ac,No): 877-297-9116 of Orange County E-MAIL RESS: amosier�bbandtcom 2400 Katella Avenue Ste 1100 INSURER(S)AFFORDING COVERAGE NAIC# Anaheim,CA 92806 INSURER A.Scottsdale Insurance Company 41297 INSURED INSURER B:WeSCO Insurance Company 25011 Martinez Concrete Inc. INSURER C:National Union Fire Ins Co of P 19445 920 W.Foothill Blvd. INSURER D:Insurance Company of the West 27847 Azusa,CA 91702 INSURER E:Travelers Property Casualty CO 25674 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE ADDL SUB POLICY EFF POLY EXP INSR WVD POLICY NUMBER MWD MMID LIMITS A X COMMERCIAL GENERAL LIABILITY BCS0035195 3/01/2016 031011201 EACH OCCURRENCE $110001000 CLAIMS-MADE �OCCUR AWARE. $100,000 X BI/PD Ded:5,000 MED EXP(Any one person) $Excluded PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRO- LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY WPP1151467 3101/2016 031011201 COMBINED SINGLE LIMIT Ea accident) $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) X HIREDAUTOS X NON-OWNED PROPERTYDAMAGE $ AUTOS Per accident $ C X UMBRELLA LIAB X OCCUR BE0062115686 0310112016 03101/201 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED X RETENTION$$0 $ D WORKERS COMPENSATION AND EMPLOYERS LIABILITY YIN WSD503305400 310112016 031011201 X PER OH- AND ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 E Rented/Leased 660226GN740TIL16 3/0112016 r 1/201 $150,000 Max Per Item Equipment $1,000 Deductible DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) City of San Bernardino and their officers,employees and agents are named as additional insured as respects general liability as required by written contract,per endorsement attached. CERTIFICATE HOLDER CANCELLATION City of San Bernardino SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 300 North D Street ACCORDANCE WITH THE POLICY PROVISIONS. San Bernardino,CA 92418 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD #S16372236/M15690672 ACMOS POLICY NUMBER: BCS0035195 COMMERCIAL GENERAL LIABILITY CG 20 12 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR GOVERNMENTAL AGENCY OR SUBDIVISION OR POLITICAL SUBDIVISION - PERMITS OR AUTHORIZATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE State Or Governmental Agency Or Subdivision Or Political Subdivision: City of San Bernardino and their officers, employees and agents are additionally insureds thereunder with respect to operations for which City has issued a permit or authorization. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section 11 — Who Is An Insured is amended to 2. This insurance does not apply to: include as an additional insured any state or a. 'Bodily injury", "property damage" or governmental agency or subdivision or political "personal and advertising injury" arising out subdivision shown in the Schedule, subject to the of operations performed for the federal following provisions: government, state or municipality; or 1. This insurance applies only with respect to b. 'Bodily injury" or "property damage" operations performed by you or on your behalf included within the "products-completed for which the state or governmental agency or operations hazard". subdivision or political subdivision has issued a permit or authorization. B. With respect to the insurance afforded to these additional insureds, the following is added to However: Section III—Limits Of Insurance: a. The insurance afforded to such additional If coverage provided to the additional insured is insured only applies to the extent permitted required by a contract or agreement, the most we by law; and will pay on behalf of the additional insured is the b. If coverage provided to the additional amount of insurance: insured is required by a contract or 1. Required by the contract or agreement; or agreement, the insurance afforded to such additional insured will not be broader than 2. Available under the applicable Limits of that which you are required by the contract Insurance shown in the Declarations; or agreement to provide for such additional whichever is less. insured. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 12 0413 ©Insurance Services Office, Inc., 2012 Page 1 of 1 Client#: 1256144 305MARTICON1 ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY)6/02/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICA'T'E GOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(Tes)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Allie Mosier BB&T Insurance Services PHONE,Ext 714 941-2900 (1C,No): 877-297-9116 A/C,No of Orange County ADDRESS: amosier @bbandt.com 2400 Katella Avenue Ste 1100 INSURER(S)AFFORDING COVERAGE NAIC# Anaheim, CA 92806 INSURERA:Scottsdale Insurance Company 41297 INSURED INSURER B:Wesco Insurance Company 25011 Martinez Concrete Inc. INSURER C:National Union Fire Ins Co of P 19445 920 W. Foothill Blvd. Insurance Company of the West 27847 INSURER D: p y Azusa, CA 91702 INSURER E:Travelers Property Casualty CO 25674 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDLSUBR TR TYPE OF INSURANCE NSR WVD POLICY NUMBER MM/DCDY EFF APOLDS YY LIMITS A X COMMERCIAL GENERAL LIABILITY BCS0035195 03101/2016 03/0112017 EACH OCCURRENCE $1,0009000 CLAIMS-MADE OCCUR PREMISES(E.occur°nce) $100,000 X BI/PD Ded:5,000 MED EXP(Any one person) $Excluded PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 —1 PRO- PRODUCTS-COMP/OP AGG s2,000,000 POLICY JECT LOC OTHER: $ B AUTOMOBILE LIABILITY WPP1151467 03/01/2016 03/01/201 Ea acccld.n,SINGLE LIMIT $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS FX NON-OWNED PerOa cdenDAMAGE $ AUTOS C X UMBRELLA LIAB X OCCUR BE0062115686 3/0112016 03/011201 EACH OCCURRENCE $11,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $11,000,000 DED I X I RETENTION$$O $ D WORKERS COMPENSATION WSD503305400 03/01/2016 03101/201 X PTAT TE ORH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $19000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1,000,000 E Rented/Leased 6602266N740TIL16 03/01/2016 03/01/2017 $150,000 Max Per Item Equipment $1,000 Deductible DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: Construction of ADA Access Ramp&Sidewalk Improvements City of San Bernardino and its representatives are named as additional insured as respects general liability as required by written contract, per endorsement attached. CERTIFICATE HOLDER CANCELLATION City of San Bernardino SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 300 North D Street ACCORDANCE WITH THE POLICY PROVISIONS. San Bernardino,CA 92418 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD 4404 c)"cnn/t,e 4 ecnncnrl) A f%RA^C COMMERCIAL GENERAL LIABILITY CG 20 33 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured any person or additional insureds, the following additional organization for whom you are performing exclusions apply: operations when you and such person or This insurance does not apply to: organization have agreed in writing in a contract or agreement that such person or organization be 1. "Bodily injury", "property damage" or "personal added as an additional insured on your policy. and advertising injury" arising out of the Such person or organization is an additional rendering of, or the failure to render, any insured only with respect to liability for "bodily professional architectural, engineering or injury", "property damage" or "personal and surveying services, including: advertising injury" caused, in whole or in part, by: a. The preparing, approving, or failing to 1. Your acts or omissions; or prepare or approve, maps, shop drawings, 2. The acts or omissions of those acting on your opinions, reports, surveys, field orders, behalf; change orders or drawings and specifications; or in the performance of your ongoing operations for b. Supervisory, inspection, architectural or the additional insured. engineering activities. However, the insurance afforded to such This exclusion applies even if the claims against additional insured: any insured allege negligence or other wrongdoing 1. Only applies to the extent permitted by law; in the supervision, hiring, employment, training or and monitoring of others by that insured, if the 2. Will not be broader than that which you are "occurrence" which caused the "bodily injury" or required by the contract or agreement to "property damage", or the offense which caused provide for such additional insured. the "personal and advertising injury", involved the rendering of or the failure to render any A person's or organization's status as an professional architectural, engineering or additional insured under this endorsement ends surveying services. when your operations for that additional insured are completed. CG 20 33 0413 © Insurance Services Office, Inc., 2012 Page 1 of 2 2. "Bodily injury" or "property damage" occurring C. With respect to the insurance afforded to these after: additional insureds, the following is added to a. All work, including materials, parts or Section III—Limits Of Insurance: equipment furnished in connection with The most we will pay on behalf of the additional such work, on the project (other than insured is the amount of insurance: service, maintenance or repairs) to be 1. Required by the contract or agreement you performed by or on behalf of the additional have entered into with the additional insured; insured(s) at the location of the covered or operations has been completed; or 2. Available under the applicable Limits of b. That portion of"your work" out of which the Insurance shown in the Declarations; injury or damage arises has been put to its intended use by any person or organization whichever is less. other than another contractor or This endorsement shall not increase the subcontractor engaged in performing applicable Limits of Insurance shown in the operations for a principal as a part of the Declarations. same project. Page 2 of 2 © Insurance Services Office, Inc., 2012 CG 20 33 0413 Bond Number:CDGP102842 State National Insurance Company Administered by: CM(SIA CONTRACTOR MANAGING GENERAL INSURANCE AGENCY,INC. Executed in Three(3)Originals Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): MARTINEZ CONCRETE, INC. State National Insurance Company, Inc.Administered By: Contractor Managing General Insurance Agency, Inc. 920 W. Foothill Blvd. 20335 Ventura Blvd, Ste.#426,Woodland Hills, CA 91364 Azusa, CA 91702 OWNER (Name and Address): City of San Bernardino 300 North D Street San Bernardino, CA 92401 CONSTRUCTION CONTRACT Date: / / Amount: $423,604.92 FOUR HUNDRED TWENTY THREE THOUSAND SIX HUNDRED FOUR AND 92/100 Description Construction ofADA Access Ramp&Sidewalk Improvements, Downtown Route(SS-B)2015 Per Plan No. 13036 BOND Date June 3rd, 2016 Amount: ($423,604.92)FOUR HUNDRED TWENTY THREE THOUSAND SIX HUNDRED FOUR AND 92/100 Modifications to this Bond: bNone 177See Page 3 CONTRACTOR AS PRINCIPAL. SURETY Company: (Corporate Seal) Company: (Corporate Seal) MARTINEZ CONCR TE, C. State National Insurance Company, Inc.Administered 5y: Contractor Mana I erg Vince Agency, Inc. Signature: _________________�__________ Signatur -- Name and Title: Name and Title: tephanie Hope Shear,Attorney-In-Fact (Any additional signatures appear on page 3) (FOR INFORMATION ONLY Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): 20335 VENTURA BLVD., SUITE 426,WOODLAND HILLS,CA 91364 PHONE: 866-363-2642 FAX: 866-495-2510 CMGIA-SNIC-016-05/12 California Acknowledgment Form A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of Los Angeles I ss. On June 7 2016 before me, Pamela Jo Hunt Cortez, Notary Public (here T insert name and title of the officer) personally appeared Robert Martinez who proved to me on the basis of satisfactory evidence to be the person(%whose name0 4 WE*subscribed to the within instrument and acknowledged to me that he/ MW executed the same in his/Kd au- thorized capacityW and that by hiSbbil(MW signatureN)Con the instrument the person(Q, or the entity upon behalf of which the person(il acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Seal WITNE S my hand and official se I. PAMELA JO HUNT CORTEZ �/ COMM.# 2095689 rn N NOTARY PUBLIC•CAUFORNIA U1 Signature of N LOS ANGELES COUNTY � 9 ry °+w„nm,�" MY CONM,E7P.JAN.28,2019'+ Optional Information To help prevent fraud,it is recommended that you provide information about the attached document below. ***This is not required under California State notary public law.*** Document Title: Performance Bond # of Pages: Notes 0ty of San Bernardino I The Contractor and the Surety,jointly and severally, soon as practicable after the amount is bind themselves, their heirs, executors, administrators determined tender payment therefore to the successors and assigns to the Owner for the performance Owner; or of the Construction Contract, which is incorporated .2 Deny liability in whole or in part and notify herein by reference. the Owner citing reasons therefore. 2 If the Contractor performs the Construction Contract, 5 If the Surety does not proceed as provided in the Surety and the Contractor shall have no obligation Paragraph 4 with reasonable promptness, the Surety shall under this Bond, except to participate in conferences be deemed to be in default on this Bond fifteen days as provided in Subparagraph 3.1. after receipt of an additional written notice from the 3 If there is no Owner Default, the Surety's obligation Owner to the Surety demanding that the Surety perform under this Bond shall arise after: its obligations under this Bond, and the Owner shall be 31 The Owner has notified the Contractor and the entitle to enforce any remedy available to the Sure at its address described in Paragraph 10 below Owner. If the Surety proceeds as provided in �' Subparagraph 4.4 and the Owner refuses the payment that the Owner is considering declaring a Contractor tendered or the Surety has denied liability, in whole or Default and has requested and attempted to arrange in part, without further notice the Owner shall be a conference with the Contractor and the Surety to entitled to enforce any remedy available to the owner. be held not later than fifteen days after receipt of such notice to discuss methods of performing the 6 After the owner has terminated the Contractor's right Construction Contract. If the Owner, the Contractor to complete the Construction Contract, and if the Surety and the Surety agree, the Contractor shall be allowed elects to act under Subparagraph 41, 4.2 or 4.3 above, a reasonable time to perform the Construction then the responsibilities of the Surety to the Owner shall Contract, but such an agreement shall not waive the not be greater than those of the Contractor under the Owner's right, if any subsequently to declare a Construction Contract, and the responsibilities of the Contractor Default; and Owner to the Surety shall not be greater than those of 3.2 The Owner has declared a Contractor Default the Owner under the Construction Contract. To the and formally terminated the Contractor's right to limit of the amount of this Bond, but subject to complete the contract. Such Contractor Default shall commitment by the Owner of the Balance of the not be declared earlier than twenty days after the Contract Price to mitigation of costs and damages on Contractor and the Surety have received notice as the Construction Contract the Surety is obligated without provided in Subparagraph 3.1; and duplication for: 3.3 The Owner has agreed to pay the Balance of 6.1 The responsibilities of the Contractor for correc- the Contract Price to the Surety in accordance with tion of defective work and completion of the the terms of the Construction Contract or to a Construction Contract; contractor selected to perform the Construction 6.2 Additional legal design professional and delay Contract in accordance with the terms of the contract costs resulting from the Contractor's Default, and with the Owner. resulting from the actions or failure to act of the Surety 4 When the Owner has satisfied the conditions of under Paragraph 4;and Paragraph 3, the Surety shall promptly and at the Surety's 6.3 Liquidated damages, or if no liquidated damages expense take one of the following actions: are specified in the Construction Contract, actual damages caused by delayed performance or non- 41 Arrange for the Contractor, with consent of the performance of the Contractor. Owner, to perform and complete the Construction Contract; or 7 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to 4.2 Undertake to perform and complete the Con- the Construction Contract, and the Balance of the struction Contract itself, through its agents or through Contract Price shall not be reduced or set off on account independent contractors; or of any such unrelated obligations. No right of action shall 4.3 Obtain bids or negotiated proposals from accrue on this Bond to any person or entity other than qualified contractors acceptable to the Owner for a the Owner or its heirs, executors, administrators or contract for performance and completion of the successors. Construction Contract, arrange for a contract to be g The Surety hereby waives notice of any change, prepared for execution by the Owner and the including changes of time, to the Construction Contract contractor selected with the Owner's concurrence, or to related subcontracts, purchase orders and other to be secured with performance and payment bonds p executed by a qualified surety equivalent to the bonds obligations issued on the Construction Contract, and pay to the 9 Any proceeding, legal or equitable, under this Owner the amount of damages as described in Bond may be instituted in any court of competent Paragraph 6 in excess of the Balance of the Contract jurisdiction in the location in which the work or Price incurred by the Owner resulting from the part of the work is located and shall be instituted Contractor's default; or within two years after Contractor Default or within two years after the Contractor ceased working or. 4.4 Waive its right to perform and complete, arrange within two years after the Surety refuses or fails for completion, or obtain a new contractor and with to perform its obligations under this Bond, reasonable promptness under the circumstances: whichever occurs first. If the provisions of 1 After investigation, determine the amount for this Paragraph are void or prohibited by law, which it may be liable to the Owner and as the minimum period of limitation avail- 20335 VENTURA BLVD.,SUITE 426,WOODLAND HILLS,CA 91364 PHONE: 866-363-2642 FAX: 866-495-2510 CMGIA-SNIC-016-05/12 able to sureties as a defense in the jurisdiction the suite been made, including allowance to the Contractor of shall be applicable. any amounts received or to be received by the Owner 10 Notice to the Surety, the Owner or the Contractor shall in settlement of insurance or other claims for damages be mailed or delivered to the address shown on the signature to which the Contractor is entitled, reduced by all valid page. and proper payments made to or on behalf of the Contractor under the Construction Contract. 11 When this Bond has been furnished to comply with 12.2 Construction Contract: The agreement between a statutory or other legal requirement in the location the Owner and the Contractor identified on the where the construction was to be performed, any provision in signature page, including all Contract Documents and this Bond conflicting with said statutory or legal changes thereto. requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal 12.3 Contractor Default: Failure of the Contractor, requirement shall be deemed incorporated herein. The which has neither been remedied nor waived to perform or otherwise to comply with the terms of the intent is that this Bond shall be construed as a statutory Construction Contract bond and not as a common law bond. 12.4 Owner Default: Failure of the Owner which has 12 DEFINITIONS neither been remedied nor waived, to pay the 12.1 Balance of the Contract Price: The total amount Contractor as required by the Construction Contract payable by the Owner to the Contractor under the or to perform and complete or comply with the other terms thereof. Construction Contract after all proper adjustments have MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY (;or orate Seai) MARTINEZ CONCRETE,INC. Company: (Corporate Seal) Company: ( State National l uranceCompanyT:administered p _Cearetto a g ene surance Agency,Inc. Signature: Signature:' Name and Title: Name and Title�,�tephanie Hope Shear,Attorney-In-Fact Address: 920 W. Foothill Blvd. Azusa, CA 91702 Address: 20335 Ventura Blvd. Suite 426 Woodland Hills,CA 91364 20335 VENTURA BLVD.,SUITE 426,WOODLAND HILLS,CA 91364 PHONE: 866-363-2642 FAX: 866-495-2510 C M G I A-S N I C-016-0 5712 Bond No: CDGP 102842 State National Insurance Company,Inc.Administered by: Premium: $9,472.00 CONTRACTOR MANAGING GENERAL INSURANCE AGENCY,INC. POWER OF ATTORNEY KNOW BY ALL THESE PRESENTS That STATE NATIONAL INSURANCE COMPANY,INC. a corporation organized and existing under the laws of the State of Texas,having its principal office in Bedford,Texas does hereby constitute and appoint Ste nhiA ' "IIo a Shear (individually,jointly,or severally) its true and lawful agent and attomey(s)-in-fact to execute,seal and deliver for and on its behalf as surety,any and all bonds in an amount not to exceed: Three Million and 00/100 Dollars($3,000,000) and undertakings,contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The acknowledgement and execution of bond by said Attorney-in-Fact,shall be as binding upon STATE NATIONAL INSURANCE COMPANY, INC.as fully and amply,to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. RESOLVED that the signature and date of any authorized officer and the seal of the Company may be affixed by facsimile or other electronic image to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking,contracts of indemnity and other writings obligatory in the nature thereof, and such signature, date, and seal when so used shall have the same force and effect as though manually affixed. This Power of Attorney shall remain in full force and effect until revoked by STATE NATIONAL INSURANCE COMPANY,INC.in a signed writing delivered to the foregoing Attorney-in-Fact. IN WITNESS WHEREOF,STATE NATIONAL INSURANCE COMPANY,INC.has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer,this 7th day of August 2015. STATE NATIONAL INSURANCE COMPANY,INC. STATE OF TEXAS Terry L.Led better-,"P—residint Trace better,Secretary County of Tarrant On this 7th day of August,2015 before me came the individuals who executed the preceding instrument,to me personally known,and being by me duly sworn,said that each of the herein described and authorized officer of STATE NATIONAL INSURANCE COMPANY,INC.;that the seal affixed to said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of said Company. IN WITNESS WHEREOF,I have hereunto set my hand at Bedford,Texas the day and year above written. ct DEANA HOWELL Notary Public—State Of Texas [Notary Stamp] M,/Cori)ryi ission Expires Signature of Notary January 07, 2018 L the undersigned,Secretary of STATE NATIONAL INSURANCE COMPANY,INC.,do hereby certify that the above and foregoing is r true and correct copy of a Power of Attorney executed by STATE NATIONAL INSURANCE COMPANY,INC.,which is still in full force and effect. 3rd Jurie IN WITNESS WHEREOF.I have thereunto systematically set my hand and attested the seal of said Company this__nay oio'e' ,201 Trace Ledbetter,Secretary CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of LOS ANGELES ) On JUN 0 3 2016 before me, SHIRLEY GIGGLES, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared STEPHANIE HOPE SHEAR Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNES y nd d offici eal. Sign u o ublic SHIRLEY GIGGLES Commission#1987675 <; Notary Public-California z Los Angeles County NIX qqM pires ep 7,2016 OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑General ❑ Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑ Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer is Representing: 02014 National Notary Association • www.NationaiNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 Bond Number:CDGPI02842 State National Insurance Company Administered by: CM(S f A CONTRACTOR MANAGING GENERAL INSURANCE AGENCY,INC. Executed in Three (3) Originals Payment Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): MARTINEZ CONCRETE, INC. State National Insurance Company, Inc.Administered By: Contractor Managing General Insurance Agency, Inc. 920 W. Foothill Blvd. 20335 Ventura Blvd. Ste.#426, Woodland Hills, CA 91364 Azusa, CA 91702 OWNER (Name and Address): City of San Bernardino 300 North D Street San Bernardino, CA 92401 CONSTRUCTION CONTRACT Date: Amount: ($423,604.92 ) FOUR HUNDRED TWENTY THREE THOUSAND SIX HUNDRED FOUR AND 92/100 Description (Name and Location): Construction of ADA Access Ramp&Sidewalk Improvements, Downtown Route(SS-B)2015 Per Plan No. 13036 BOND Date June 3rd 2016 Amount: ($423,604.92)FOUR HUNDRED TWENTY THREE THOUSAND SIX HUNDRED FOUR AND 92/100 Modifications to this Bond: ONone ISSee Page 6 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) MARTINEZ CONCRETE,INC. State National Insurance Company, Inc. Administered By: Contractor Managing Genera! Insurance.Agency, Inc. Signature: `_ Signature: Name and Title: Name and Title:Stephanie Hope Shear,Attorney-In-Fact (Any additional signatures appear on page 3) (FOR INFORMATION ONLY Name, Address and Telephone) AGENTorBROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): 20335 VENTURA BLVD.,SUITE 426,WOODLAND HILLS,CA 91364 PHONE: 866-363-2642 FAX: 866-495-2510 CMGIA-SNIC-017-05/12 California Acknowledgment Form A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of Los Angeles I SS. On June 7, 2016 before me, Pamela Jo Hunt Cortez, NotarPublic (here insert name and tittle o the officer) personally appeared Robert Martinez who proved to me on the basis of satisfactory evidence to be the person(!Kwhose name( is/ subscribed to the within instrument and acknowledged to me that he/XMXV09 executed the same in his/DOS au- thorized capacity( and that by hisYJ(M ($4r signatureMon the instrument the person(Q, or the entity upon behalf of which the person(s)�acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Seal WITNESS my hand and icial seal. *, �A"LO''hA PAMELA JO HUNT CORTEZ Co 2095689 'n N NOTARY PUBLIC-CALIFORNIA N LOS ANGLES COUNTY Signature of a �,�,,,�*" MY COMM JAN.29,2019'' 9 ry Optional Information To help prevent fraud,it is recommended that you provide information about the attached document below. ***This is not required under California State notary public law.*** Document Title: Payment Bond # of Pages: Notes City of San Bernardino I The Contractor and the Surety, jointly and severally, 6 When the Claimant has satisfied the conditions of Para- bind themselves, their heirs, executors, administrators, graph 4, the Surety shall promptly and at the Surety ex- successors and assigns to the Owner to pay for labor, pense take the following actions materials and equipment furnished for use in the perfor- 6.1 Send an answer to the Claimant with a copy to the mance of the Construction Contract, which is incorporated Owner, within 45 days after receipt of the claim, stating herein by reference. the amounts that are undisputed and the basis for chal- 2 With respect to the Owner, this obligation shall be null lenging any amounts that are disputed. and void if the Contractor: 62 Pay or arrange for payment of any undisputed 21 Promptly makes payment, directly or indirectly, amounts. for all sums due Claimants, and 7 The Surety' s total obligation shall not exceed the 22 Defends, indemnifies and holds harmless the amount of this Bond, and the amount of this Bond shall be Owner from all claims, demands, liens or suits by any credited for any payments made in good faith by the Surety. person or entity who furnished labor, materials or equipment for use in the performance of the Construe- t Amounts owed by the Owner to the Contractor under tion Contract, provided the Owner has promptly noti- the Construction Contract shall be used for the pms, i fied the Contractor and the Surety (at the address de- any, d the Construction Contract and n satisfy claims, if scribed in Paragraph 12) of any claims, demands, liens any, under any Construction Performance Bond, By the scribed and tendered defense of such claims, demands, Contractor furnishing and the Owner accepting this Bond, or liens or suits to the Contractor and the Surety. and they agree that all Rinds earned by the Contractor in the provided there is no Owner Default. performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and the Surety under 3 With respect to Claimants, this obligation shall be null this Bond, subject to the Owner' s priority to use the funds and void if the Contractor promptly makes payment, di- for the completion of the work. rectly or indirectly for all sums due. 9 The Surety shall not be liable to the Owner, Claimants 4 The Surety shall have no obligation to Claimants under or others for obligations of the Contractor that are unrelated this Bond until: to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claimant under 4.1 Claimants who are employed by or have a direct this Bond, and shall have under this Bond no obligations to contract with the Contractor have given notice to the make payments to, give notices on behalf of, or otherwise Surety (at the address described in Paragraph 12) and have obligations to Claimants under this, Bond. sent a copy, or notice thereof to the Owner, stating that a claim is being made under this Bond and, with sub- 10 The Surety hereby waives notice of any change, includ- stantial accuracy,the amount of the claim_ ing changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obliga- 42 Claimants who do not have a direct contract with tions. the Contractor: 11 No suit or action shall be commenced by a Claimant A Have furnished written notice to the Con- under this Bond other than in a court of competent jurisdic- tractor and sent a copy, or notice thereof, to tion in the location in which the work or part of the work is the Owner, within 90 days after having last located or after the expiration of one year from the date (1) performed labor or last furnished materials or on which the Claimant gave the notice required by Sub equipment included in the claim stating, with paragraph 4.1 or Clause 42 (3), or (2) on which the last substantial accuracy, the amount of the claim labor or service was performed by anyone or the last mate- and the name of the party to whom the mate- rials or equipment were furnished by anyone under the rials were furnished or supplied or for whom Construction Contract, whichever of(1) or (2) first occurs. the labor was done or performed; and If the provisions of this Paragraph are void or prohibited by 2 Have either received a rejection in whole or in law, the minimum period of limitation available to sureties part from the Contractor, or not received within as a defense in the jurisdiction of the suit shall be applica- 30 days of furnishing the above notice any ble. communication from the Contractor by which 12 Notice to the Surety, the Owner or the Contractor shall the Contractor has indicated the claim will be be mailed or delivered to the address shown on the sig- paid directly or indirectly, and nature page. Actual receipt of notice by Surety, the Owner .3 Not having been paid within the above 30 days, or the Contractor, however accomplished, shall be suffi- have sent a written notice to the Surety (at the cient compliance as of the date received at the address address described in Paragraph 12) and sent a shown on the signature page. copy or notice thereof, to the Owner, stating 13 When this Bond has been furnished to comply with a that a claim is being made under this Bond and statutory or other legal requirement in the location where enclosing a copy of the previous written notice the construction was to be performed, any provision in the furnished to the Contractor. Bond conflicting with said statutory or legal requirement 5 If notice required by Paragraph 4 is given by the Owner shall be deemed deleted here from and provisions con- forming to such statutory or other legal requirement shall to the Contractor or to the surety, that is sufficient cotnpli- be deemed incorporated herein The intent is that this ance. — 20335 VENTURA BLVD.,SUITE 426,WOODLAND HILLS,CA 91364 PHONE: 866-363-2642 FAX: 866-495-2510 C M G IA-S N I C-017-05/12 Bond shall be construed as a statutory bond and not as a Construction Contract, architectural and engineering common law bond. services required for performance of the work of the 14 Upon request by any person or entity appearing to be a Contractor and the Contractor's subcontractors and all other items for which a mechanic's lien may be potential beneficiary of this Bond, the Contractor shall asserted in the jurisdiction where the labor materials promptly furnish a copy of this Bond or shall permit a copy or equipment were furnished. to be made. 15 Definition 15.2 Construction Contract: The agreement between the Owner and the Contractor identified. on the sig- 15.1 Claimant: An individual or entity having a direct nature page, including all Contract Documents and contract with the Contractor or with a subcontractor of changes thereto. the Contractor to furnish labor, materials or equip- ment for use in the performance of the Contract. The 15.3 Owner Default: failure of the Owner, which has intent of this Bond shall be to include without limita- neither been remedied nor waived, to pay the Con- tion in the terms "labor, materials or equipment" that tractor as required by the Construction Contract or to part of water, gas, power, light, heat, oil, gasoline, perform and complete or comply with the other ter ins telephone service or rental equipment used in the thereof. MOD l ICATIONS TO THIS BOND ARE AS FOLLOWS: Paragraph 6 is deleted in its entirety and the following is substituted in its place: 6. Once the Claimant satisfies the conditions of Section 4 and provides the Surety with all supporting documentation and any proof of claim requested, the Surety, within a reasonable period of time, shall notify the Claimant of the amounts it does not dispute and the bases for any amounts it does dispute. These bases may include, but are not limited to, inadequate documentation supporting the amount of or entitlement to the claim. The Surety within a reasonable period of time shall pay or arrange to pay any undisputed amount. The failure of the Surety to timely discharge its obligations under this paragraph or to dispute or identify any specific defense to part or all of a claim shall not in any way be deemed 1) an admission of liability by the Surety; 2) a waiver of any of the Surety's or Contractor's defenses; or 3) a waiver of any other right or basis the Surety or Contractor may have to dispute some or all of the claim. The Claimant shall have the immediate right, without further notice, to bring suit against the Surety to enforce any remedy available under this Bond. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) State National Insurance Company,Inc.admirAtered by: CONTRACTOR AS PRINCIPAL SURETY Martinez Concrete Inc. Contractor Managing General Insurance Henry,inc. Company: (Corporate Seal) Company: (Corporate Seal) Signature:____ _ Signature: ___ Name and title Name and title Stephanie Hope Shear Address: 920 W.Foothill Blvd.Azusa,CA 91702 Address: 20335 Ventura Blvd. Suite 426 Woodia.nd Hills.CA 91364 20335 VENTURA BLVD.,SUITE 426,WOODLAND HILLS,CA 91364 PHONE: 866-363-2642 FAX: 866-495-2510 CMGIA-SNIC-017-05/12 Bond No:CDGP1 02842 State National Insurance Company,Inc.Administered by.- Premium: $9,472.00 CONTRACTOR MANAGING GENERAL INSURANCE AGENCY,INC. POWER OF ATTORNEY KNOW BY ALL THESE PRESENTS'that STATE NATIONAL INSURANCE COMPANY,INC. a corporation organized and existing under the laws of the State of Texas,having its principal office in Bedford,Texas does hereby constitute and appoint Ste nh--A , -- Shear (individually,jointly,or scwrally) its true and lawful agent and attorneys}-in-fact to execute,seal and deliver for and on its behalf as surety,any and all bonds in an amount not to exceed: Three Million and 001100 Dollars($3,000,000) and undertakings,contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The acknowledgement and execution of bond by said Attomey-in-Fact,shall be as binding upon STATE NATIONAL INSURANCE COMPANY, INC.as fully and amply,to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. RESOLVED that the signature and date of any authorized officer and the seal of the Company may be affixed by facsimile or other electronic image to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,contracts of indemnity and other writings obligatory in the nature thereof, and such signature, date, and seal when so used shall have the same force and effect as though manually affixed. This Power of Attorney shall remain in full force and effect until revoked by STATE NATIONAL INSURANCE COMPANY,INC. in a signed writing delivered to the foregoing Attorney-in-Fact. IN WITNESS WHEREOF,STATE NATIONAL INSURANCE COMPANY,INC.has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer,this 7th day of August,2015, STATE NATIONAL INSURANCE COMPANY,INC. ........... STATE OF TEXAS Terry L.Ledbetter,Pi—Isi-Za'i Trace better,Secretary County of Tarrant On this 7th day of August,2015 before me came the individuals who executed the preceding instrument,to me personally known,and being by me duly sworn,said that each of the herein described and authorized officer of STATE NATIONAL INSURANCE COMPANY,INC.;that the seal affixed to said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of said Company. IN WITNESS WHEREOF,I have hereunto set my hand at Bedford,Texas the day and year above written. DEANA H OWELL Notary Public,State(if Texas [Notary Stampl S Mv Cornmi5sion Expi(es January 07, 2018 Signature of Notary 1,the undersigned,Secretary of STATE NATIONAL INSURANCE COMPANY,INC.,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by STATE NATIONAL INSURANCE COMPANY,INC.,which is still in full force and e5pect, IN WITNESS WHEREOF.I have thereunto systematically set my hand and attested the seal of said Company tII4,3rd Ju galry-o 01�r3 201_ Trace Ledbetter,Secretary CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of LOS ANGELES ) JU 0 3 2016 SHIRLEY GIGGLES, NOTARY PUBLIC On before me, , Date Here Insert Name and Title of the Officer personally appeared STEPHANIE HOPE SHEAR Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS h a official s .. SHIRLEY GIGGLE - Commission # 1987675 Signatu o u is z `, Notary Public-California Z Z `- Los Angeles County n My Comm.Expires Sep 7,2016 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑Corporate Officer — Title(s): ❑Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑General ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: 02014 National Notary Association -www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907