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Home My WebLink About2012-030 (IMPORTANT NOTE: BOUND AGREEMENT) RESOLUTION NO. 2012-30 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO B & T WORKS, INC., FOR CULVERT REPAIR AT BASE LINE STREET AND MEDICAL CENTER DRIVE, PER PLAN NO. 12842 (SD 12-001). BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: 3 4 5 6 SECTION 1. B & T Works, Inc., 23905 Clinton Keith Road, Ste. 114-352, Wildomar, 7 CA 92595, is the lowest responsible bidder for Culvert Repair at Base Line Street and Medical 8 9 Center Drive, per Plan No. 12842 (SD 12-001). The contract is awarded accordingly to said 10 bidder in a total amount of $133,016.90, but such contract shall be effective only upon being 11 fully executed by both parties. All other bids, therefore, are hereby rejected. The City Manager 12 is hereby authorized and directed to execute said contract on behalf of the City. A copy of the 13 contract is on file in the Office of the City Clerk and is incorporated herein by reference as 14 though fully set forth at length. 15 SECTION 2. This contract and any amendment or modifications thereto shall not take 16 effect or become operative until fully signed and executed by the parties and no party shall be 17 obligated hereunder until the time of such full execution. No oral agreements, amendments, 18 modifications or waivers are intended or authorized and shall not be implied from any act or 19 course of conduct of any party. 20 SECTION 3. The authorization to execute this contract is rescinded if the parties to the 21 22 contract fail to execute it within sixty (60) days of passage of this Resolution. 23 III 24 III 25 2012-30 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO B & T WORKS, INC., FOR CULVERT REPAIR AT BASE LINE STREET AND MEDICAL CENTER DRIVE, PER PLAN NO. 12842 (SD 12-001). 3 4 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and joint Common Council of the City of San Bernardino at a regular meeting thereof, held on the 5 6 21st day of February ,2012, by the following vote, to wit: 7 Council Members: 8 MARQUEZ 9 JENKINS 10 BRINKER 11 SHORETT 12 KELLEY 13 JOHNSON 14 MC CAMMACK 15 16 AYES NAYS ABSTAIN ABSENT x x x x x x x 17 ~~h.~ City Clerk 18 The foregoing Resolution is hereby approved this c;( ?m day of February, 2012. 19 20 21 22 Approved as to Form: 23 24 25 CITY CLERK COPY COUNCIL MEETING 02/21/12 FILE NO. 4.7940 RESOLUTION 2012-30 ITEM #5K ACCT NO. 248-160-5504-7940-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12842 FOR CULVERT REPAIR AT BASE LINE STREET AND MEDICAL CENTER DRIVE ( SD 12 - 001 ) l�1 • 961. A DWC iF EXp 3/31/13 v. �Ty Cr y1 l �Q" GALxF DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO DECEMBER 2011 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ,•, ON JANUARY 17 , 2012 FILE NO. 4.7940 ACCT NO. 248-160-5504-7940-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12842 FOR CULVERT REPAIR AT BASE LINE STREET AND MEDICAL CENTER DRIVE ( SD 12 - 001 ) i � • 961•ir i `, 4 Ex.. 3/31/13 4 �-Qh. C.. V 1 1- \ ¢ �L\F DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO DECEMBER 2011 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON JANUARY 17 , 2012 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. 12842 Sheets 1-4 TABLE OF CONTENTS PART A ADMINISTRATION NOTICE INVITING SEALED BIDS BID INSTRUCTIONS BID DOCUMENTS BID FORM A-1 BID SCHEDULE A-2 BIDDER'S INFORMATION A-3 SUBCONTRACTOR DESIGNATION A-4 WORKERS' COMPENSATION INSURANCE CERTIFICATION A-5 NON-COLLUSION AFFIDAVIT A-6 BID BOND FORM A-7 CERTIFIED DBE DESIGNATION A-8 GOOD FAITH EFFORT DOCUMENTATION A-9 EXPERIENCE STATEMENT A-10 PART B SPECIAL PROVISIONS PART 1 — GENERAL PROVISIONS SECTION 1 —Terms, Definitions, Abbreviations, Units of Measure, and Symbols SP-1 SECTION 2— Scope and Control of Work SP-1 SECTION 3—Changes in Work SP-3 SECTION 5— Utilities SP-3 SECTION 6— Prosecution, Progress, and Acceptance of the Work SP-5 SECTION 7— Responsibilities of the Contractor SP-6 SECTION 9— Measurement and Payment SP-8 PART 2 — CONSTRUCTION MATERIALS SECTION 200— Rock Materials SP-10 SECTION 201 — Concrete, Mortar, and Related Materials SP-10 SECTION 203— Bituminous Materials SP-11 SECTION 206— Miscellaneous Metal Items SP-11 SECTION 209— Street Lighting and Traffic Signal Materials SP-11 SECTION 210— Paint and Protective Coatings SP-11 PART 3 — CONSTRUCTION METHODS SECTION 300— Earthwork SP-12 SECTION 302— Roadway Surfacing SP-12 SECTION 303— Concrete and Masonry Construction SP-13 SECTION 307 —Street Lighting and Traffic Signal Systems SP-14 SECTION 310— Painting SP-14 APPENDIX STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION CITY OF SAN BERNARDINO STANDARD DRAWINGS Standard Plan 200 Typical Section PCC Curb & Gutter Standard Plan 202 Sidewalk Location Standard Plan 400 Parkway Culvert No. 1 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION Standard Plan 111-4 Curb Ramp Standard Plan 302-3 Curb Opening Catch Basin with Grating(s) Standard Plan 309-2 Catch Basin Reinforcement Standard Plan 310-3 Catch Basin Face Plate Assembly and Protection Bar Standard Plan 311-3 Frame and Grating for Catch Basins Standard Plan 313-3 Local Depressions at Catch Basins Standard Plan 323-2 Manhole— Concrete Box Storm Drain Standard Plan 324-2 Manhole Shaft with Eccentric Reducer Standard Plan 405-1 Pull Boxes Standard Plan 630-3 24" (610 mm) Manhole Frame and Cover CALTRANS STANDARD PLANS Standard Plan ES-5B Electrical Systems (Detectors) SURVEY DOCUMENTS CONTRACT AGREEMENT PART A ADMINISTRATION Engineer's Estimate (Range Only): $110,000 to $125,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino (CITY) will receive bids for: CULVERT REPAIR AT BASE LINE STREET AND MEDICAL CENTER DRIVE ( SD 12 - 001 ) in accordance with Special Provision No. 12842 on file in the Office of the City Engineer, Department of Public Works, Third Floor, San Bernardino City Hall. The Bid and Contract Documents may be obtained from the City Engineer's Office, Third floor, City Hall, 300 N. "D" Street, San Bernardino, California 92418, upon a non-refundable payment of $15.00 for each set if picked up in person. Upon request, the Bid and Contract Documents may be mailed for an additional charge of $10.00 per set. Electronic copy of the above documents are available upon request by contacting the City Engineer's Office and by providing a firm name, physical address, contact person, phone number and fax number for inclusion on the CITY's List of Plan Holders. It shall be the responsibility of those receiving electronic versions of the Bid and Contract Documents to provide the above listed information and confirmation of receipt of any issued addendum to the City Engineer's Office a minimum of one (1) business day prior to the scheduled day of the Bid Opening. Only those 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. 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. Bids shall be submitted on the bid forms provided in the Bid and Contract Documents package. Bid forms shall be completed, signed, and sealed in accordance with the bid instructions and the instructions included with the individual bid forms. Said bids will be received up to the hour of 2:00 p.m., on, Tuesday, January 17, 2012, 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. 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 a 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 Part A of the Bid and Contract Documents. 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 Mandatory Pre-Bid Meeting will be held on Tuesday , December 27, 2011, 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, CA 92418. 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 hiring and participation. Pre-Bid Meeting attendance is one of the factors used to determine a Bidder's good faith efforts. Certified minority (MBE/WBE) 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.ca.gov/hq/bep/find certifieiLhtm. 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.ca.gov/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/PublicWorksForms.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 45 working days from the date of the bid opening. The CITY reserves the right to take all bids under advisement for a period of 90 days. Specific questions regarding this project should be submitted in writing to the City Engineer's Office as follows: City Engineer's Office Third Floor San Bernardino City Hall 300 North"D" Street San Bernardino, CA 92418-0001 SUBJECT: CULVERT REPAIR AT BASE LINE STREET AND MEDICAL CENTER DRIVE ( SD 12 -001 ) PLANS & SPECIAL PROVISIONS NO. 12842 Attention: Jeff Schafer Tel: (909) 384-5902; Fax: (909) 384-5190 E-mail: schaferje @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 i a? . 661,42 RACHEL G. CLARK City Clerk / 4 Of ' NOTICE TO ADVERTISE: SPECIFICATION NO. 12842 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE 12/13/11 & 12/20/11 (FIVE DAYS BETWEEN FIRST & SECOND PUBLICATION) SIGNATURE DATE BID INSTRUCTIONS 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 5th 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://www.dot.ca.gov/hq/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-bid 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? g. Did the bidder solicit bids from a sufficient number of certified DBE subcontractors for each item of work offered? f. Did the bidder provide copies of these solicitations with their bids? Did the solicitations provide sufficient information? g. 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? h. Did the bidder provide copies of follow up correspondence with their bids? Did the bidder provide copies of all quotes and other correspondence received from certified DBE subcontractors? j. Did the bidder provide a written explanation for its rejection of any bid received by a certified DBE subcontractor? k. 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 January 24, 2012. 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 5th 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 San Bernardino City Hall 300 North "D" Street, 3rd Floor San Bernardino, CA 92418-0001 Re: PLANS & SPECIAL PROVISIONS NO. 12766 CULVERT REPAIR AT BASE LINE STREET AND MEDICAL CENTER DRIVE(SD 12-001) Attention: Jeff Schafer Tel: (909) 384-5902; Fax: (909) 384-5190 E-mail: schaferje @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 CULVERT REPAIR AT BASE LINE STREET AND MEDICAL CENTER DRIVE ( SD 12-001 ) in strict conformity with the Standard Specifications for Public Works Construction 2009 Edition,the Bid and Contract Documents, and Plans and Special Provisions No. 12842 , 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 40 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 t - City if San Bernardino as liquidated damages. 1 /7 //,,,2 Signature of Bidder: if A Date: 1 Printed Name: C 4 V/4- /tvC / Title: C BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO. 1 DATE: r ' � l? „P ADDENDUM NO. 2 DATE: ADDENDUM NO. 3 DATE: A-1 BID SCHEDULE Culvert Repair at Base Line Street and Medical Center Drive Plans and Special Provisions No. 12842 / i /, CIP No. SD 12-001 Name of Bidder: 1—aG✓ck1 /1_. Item Description Unit Quantity Unit Price Cs) Item Total($) 1 MOBILIZATION LS 1 JO() `''� �j S� 2 TRAFFIC CONTROL LS 1 jakt.. — iL)P'5 3 CLEARING AND GRUBBING LS 1 tO `�'f45■0.0 24-INCH BY 8-INCH REINFORCED CONCRETE BOX 4 CULVERT LF 158 /7,, '024y,,J 5 MANHOLE PER THE SPECIAL PROVISIONS 2 l CURB OPENING CATCH BASIN PER SPPWC STANDARD PLAN NO.302-3 AND THE SPECIAL 6 PROVISIONS (W=6FT 4.75 IN) 3 66 o 7 ty � LOCAL DEPRESSION PER SPPWC STANDARD [/ 7 PLAN NO.313-3,CASE"F" EA 3 65 / '. ' PCC CURB RAMP,PER SPPWC STANDARD PLAN U� 1�� 8 NO. 111-4 EA 2 7 PCC CURB AND GUTTER,PER CITY OF SAN ✓/ �� 9 BERNARDINO STANDARD NO.200,TYPE"B" LF 263 �4 20 .6 — _5/,o0 PCC SIDEWALK,PER CITY OF SAN BERNARDINO STANDARD PLAN NO. CASE"A"AND THE 10 SPECIAL PROVISIONS SF 2325 -4-)f= PCC PULL BOX NO.5 PER SPPWC STANDARD 11 PLAN NO.405-1 AND THE SPECIAL PROVISIONS EA 4 ADJUST MANHOLE FRAME AND COVER SETS TO 12 FINAL GRADE EA 5 ��6 � 02 2 5� COLD MILL 2.0 INCHES OF EXISTING PAVEMENT 13 PER DETAIL"F" SF 7577 D 7�' E.? 14 CRUSHED AGGREGATE BASE TN 50 `� 3D - �� ASPHALT CONCRETE PAVEMENT BASE COURSE 15 TN 15 7/'�, ASPHALT CONCRETE PAVEMENT FINISHING �j � �/a 16 COURSE TN 107 7-7 /1)/37)-f-'-2- 17 INDUCTIVE LOOP DETECTORS(TYPE"E") EA 13 2 � 3 31b=--'") TRAFFIC STRIPING AND PAVEMENT MARKING 18 PER PLAN LS 1 75e() </q0 19 SURVEYING PER THE SPECIAL PROVISIONS LS 1 7�c� �j L $173/0lh . TOTAL BID $ /`4e btL idic"eJ 1`/fi1,-/ Y/Yee A-2 4 fit564,L,rio,CP 51 eev-t/t CitEd 0 4 4 0,4 T 'i/i4 5 ccvr BIDDER'S INFORMATION Business Name: 1�`� I A/oc IU i`-T- - Business Address: '3 (V S G l"i'40 ) / ' 4 c I hill,/9- 't °7,2- 0c Phone Number Fax Number: 6 E-mail F_ 0 /t, W.( 7,0/1.i. Contractors License Number: �1 J-c Business Entity: (for example, corporation, partnership, sole proprietorship) r DBE Certification No. (if applicable) — A-3 SUBCONTRACTOR DESIGNATION Culvert Repair at Base Line Street and Medical Ce ter Drive Plans and Special Provisions No. 12842 / CIP No. SD 12-001 Name of Bidder: n 1K `� /a` 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 $10,000,whichever is greater. Subcontractors shall be properly licensed for the type of work listed. Only one subcontractor shall be listed for each item of work. In accordance with Public Contract Code Section 4106, if a prime contractor fails to specify a subcontractor or if a prime contractor specifies more than one subcontractor for the same portion of work, the prime contractor shall perform that portion himself or herself. If after award of contract, the prime contractor subcontracts, except as provided for in Sections 4107 or 4109, any such portion of the work, the prime contractor shall be subject to the penalties named in Section 4111. Subcontractor's Subcontractor's License Number Work Item Subcontract Business Name Business Address and Class Amount($) mac d rJ�(t Ck CGICIL . � .�y� -�15' /f ,c,c' p A-4 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: d Date:Si g � Printed Name: e I 0 U toCtt\J ti /ti✓ G ) Title: C Business Name: ` E r) v A) A-5 (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. 4- 7- • a� � � ,I Name C1'Signature of Bi der '9�clos ; 40,t) 4 1 `L/ Printed Name and Title i 1- 5-r tom)1 donqr-f bq 9 2_ -Business Address IN-lli'V 111.4 I &q_ Place of Residence Subscribed and sworn to(or affirmed)before me this / 7 -- day of J a`ldz"c!� _ ,20 4,2— the above roved to me on the basis of at factory evidence to be the person who appeared bete me. Signed ,VI.L,t_ Yt c_„ Notary\Public in and for t e County of ?�, , State of California. My Commission expires on (7,/ 3 , 4,261j- Year d • � STcPHAN1 NANCI C... ;� Commission#� t8tf24d2 A-6 `i ; ` Notary Public-California `.,U?� Rlversids County My Comm.Ex ins 23 2013 State of Ca • rnia ) CALIFORNIA ALL-PURPOSE ANY County of I L/e,K>1GI`oZ ) CERTIFICATE OF ACKNOWLEDGMENT On,3l. / ' before me, 4ha/2//' �1��`%��) � 1�r. tbll C� (her insert name aFfd title of the offic ersonall appeared p Y I 61)With 41,E a a 6A 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. ,15,;.,, STEPHANIE NANCI WITNESS my hand and official seal. Commission•1862482 Notary Public-California i t f Riverside County M Comm.Ex free 28 20ta Signature ' �)f'�� (Seal) OPTIONAL INFORMATION Although the information in this section is not required by law,it could prevent fraudulent removal and reattachment of this _ acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document. Description of Attached Document Additional Information The preceding Certificate of Acknowledgment is attached to a document Method of Signer Identification titled/for urpose of Proved to me on the basis of satisfactory evidence: L0 form(s)of identification 0 credible witness(es) g ' Notarial event is detailed in notary journal on containing pages,and Page# Entry# The signer(s) capacity or authority is/are as: Notary contact: ❑ Individual(s) �� •� Other ❑ Attorney-in-Fact ❑ Additional Signer(s) ❑ Signer(s)Thumbprint(s) ❑ Corporate Officer(s) `„, Title(s) � ❑ Guardian/Conservator ❑ Partner-Limited/General ❑ Trustee(s) ❑ Other: representing: Name(s)of Person(s)or Entity(ies)Signer is Representing am. Copyright 2007 Notary Rotary,Inc.925 29th St.,Des Moines,IA 50312-3612 Form ACK03- 10/07 To re-order,call toll-free 1-877-349-6588 or visit us on the Internet at http//www_notaryrotary.corn BID BOND FORM We,the undersigned, B&T Works, Inc. as Principal,and U.S. Specialty Insurance Company as Surety, are hereby and firmly bound unto the City of San Bernardino , State of California, hereinafter referred to as"Obligee" in the penal sum of ten percent ( 10% 1 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 SUCI T, 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 Culvert Repair at Baseline Street and Medical Center Drive (Copy here the exact title description of work, including location as it appears on the proposal) for which bids are to be opened on January 17, 2012 (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 all 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 event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Obligee may accept such Bid;and said Surety does hereby waive notice of any such extension. Signed, this 13th day of JanuarY . 20 12 Ju IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of then as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first mentioned. B&T Work nc. (SEAL) U.S. Specialty Insurance Company (SEAL) Ir P 1 LJ - -ipal �rely B • lie By: Y S i• az ure • C / Karen A. Eby, Attorney-in-Fac Printed Name and Title Printed Name and Title NOTE: Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. A-7 POWER OF ATTORNEY AMERICAN CONTRACTORS LNTDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSIRtANCE COMPANY KNOW ALL MEN BY THESE PRESENTS:That American Contractors Indemunity Company,a California corporation,United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"),do by these presents make,constitute and appoint: Karen A.Eby,John A.Ruiz,Melody L. Spaur,or Timothy C.Baker of Temecula,California its true and lawful Attorney(s)-in-fact,, each in their separate capacity if more than one is named above, with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver any and all bonds,recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed *****Three Million***** Dollars ($ **3,000,000.00** ). This Power of Attorney shall expire without further action on March 18, 2015. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved, that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,any and all bonds, recognizances,contracts,agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 3151 day of March,2011. AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY Corporate Seals tr,m-O,A iscw")" SEAL kid Daniel P.Aguilar, ice President State of California County of Los Angeles SS: On this 315`day of March,2011,before me,Deborah Reese,a notary public,personally appeared Daniel P. Aguilar,Vice President of American Contractors Indemnity Company,United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature 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 my hand and official seal. DEBORAH REESE + Commission# 1826018 Signature , .Gflt/�tA .- ✓fee (Seal) ' Notary Public•1926048 g !j( 4%. ^fi►% Las Angeles County tYt�Comm Exehes Mar 18,2015 it I, Jeannie J. Kim, Assistant Secretary of American Contractors Indemnity Company, United States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect: furthermore,the resolutions of the Boards of Directors, set out in the Power of Attorney are in full fierce and effect. In W' Wh/geof,I have hereunto set my hand and affixed the seals of said Companies at Los Angeles,California this /3 day of llvarl9 Corporate Seals Qu t T Ili.l!!6 v 1'4� itKii Bond No. $1, Jeannie J.Kim,Assistant Secretary Agency No. 10119 CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California County of (4IezSic\e.- On 1 n(Ja jy .2before me, Paie)) �L (He a insert name and title of the officer) personally appeared \CA ,(ec\ who proved to me on the basis of satisfactory evidence to be the persons) whose name . 41j: subscribed to the within instrument and acknowledged to me that - they executed the same in •-sir&their authorized capacity cites.), and that by ' 1'M:- ' signature(.e&) on the instrument the person(e), or the entity upon behalf of which the persons 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. ASHLEY BAKER WITNESS my hand and official seal. Commission 1798326 p•^ 3! Notary Public -California tf Riverside County Comm. t 7,2012 Signature of Notary Public • (Notary Se • ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is if a document is to be recorded outside of California. In such instances, any alternative (Title or description of attached document) acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the notary to do something that is illegal for a notary in California (i.e. certifying the authorized capacity of the signer). Please check the (Title or description of attached document continued) document carefully for proper notarial wording and attach this form if required. • State and County information must be the State and County where the document Number of Pages Document Date _ signer(s)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which must also be the same date the acknowledgment is completed. (Additional information) • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title(notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. El (s) he/she/they, is/ace)or circling the correct forms.Failure to correctly indicate this information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. ❑ Partner(s) • Signature of the notary public must match the signature on file with the office of the county clerk. ❑ Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. ❑ Other Indicate title or type of attached document,number of pages and date. Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Securely attach this document to the signed document 2008 Version CAPA v12.10.07 800-873-9865 www.NotaryClasses.com CERTIFIED DBE DESIGNATION Name of Bidder. f TttiO . The bidder shall use this form to designate certified DBE subcontractors that will be used on the project. The bidder shall submit with its bid copies of all quotes received from certified DBE subcontractors. Subcontractor's Subcontractor's License Number Work Item Subcontract Business Name Certified DBE ID No. and Class Amount($) ,S tA. n Sam`f 330 3 s` / (i,t /v /6 00 0. 'T k, S77)3 d fro A-8 BidSync: The State of California: Sudden Sam's Trucking Page 1 of 1 aaaa General Services Sudden Sam's Trucking - #57723 SUPPLIER PROFILE Legal Business Name Sudden Sam's Truddng Doing Business As Sudden Sam's Truddng Address 272 EUCLID AVENUE SUITE 105 Phone (510)385-8594 OAKLAND,CA 94610 FAX (510)272-9575 Email suddensamstrk@aoicom Business Types Service Service Areas Alameda,Calaveras,Contra Costa, El Dorado,Fresno, Humboldt,Imperial,Inyo,Kern,Kings,Lake, Lassen,Los Angeles, Marin,Monterey, Napa, Placer,Sacramento,San Francisco,San Joaquin,San Mateo,Shasta,Solano,Tuolumne,Yolo,Yuba, Keywords Trddng,Sand&Gravel,Mail,Steel, K-Rail, Classifications 781018-Road cargo transport Active Certifications TYPE STATUS FROM TO SB(Micro) Approved Dec 5,2011 Dec 31,2013 Certification History TYPE STATUS FROM TO SB(Micro) Expired Sep 6,2008 Sep 30,2009 http://www.bidsync.com/DPXBisCASB?ac=supplierprofile&supplieroid=635511 12/12/2011 . ,. ■ Af iA • 0 I 11 '3 1 I a I -,2 e..., f ,1 I . . 13 1 ! --1 i .--= --...,.. it ‹.-4, ...5. 1 .... _i 1 11 I 2 t.9 1 I Y'il 4 1 A g \ , 1 A t u 5 1% , 6 1 - -- 1 11 ...- 1,..., 1 -1 1<4 a d f,. Z do,.. ii k II - q c_A 1 a 1 II 1 4 i fig b .a ,1 h-, 5111 1 la 3.3 . ze 1 .1 - i TA , „ . , a 1 i .... i.,- Vz i E 1 t . ,i,' 0 1 a .. if ...... z i vq 1 o Ad . i s H 0215 gi li • J 2 , . %i A — , 'bi . S . le, N Xs ' 1 A 0 . ... 0 1 I . . , ,.. 3 c/ 1 Kji I< g ti 1 P. 4 AI g 1 1 P 11 _ ; 0 e... 11 ■ . q > ti I 1 1 i i -1 i I te• al ;,LA g e..E. •A , t; oi 4 1 I I 4 1 g A 1 LI v a 3 r4 0 3 5 laorg AM Sudden Sam' s Trucking 272 Euclid Ave #105 Oakland, CA, 94610 UDBE/DBE # 38035 SBE # 57723 (exp.10-23-2014) Job: City of San Bernardino- Culvert repair at Baseline Street/Medical Center Drive Date: 1/16/12 Bid date: 1/17/12 FOR YOUR UDBE 7.75% GOALS... We propose to furnish for your UDBE/DBE/SBE goals : Materials and trucking for $ 16,000.00 Bottom Dumps @ $ 90.00 per hour 10 Wheelers @ $ 80.00 per hour Water trucks @ $ 85.00 per hour Super 10 @ $ 100.00 per hour Semi -end Dumps @ $ 95.00 per hour Flatbed trucking for rebar/ steel @ $ 90.00 per hour (based on today's fuel prices) Add 28% for onsite trucking 5% for night work, 10% for weekends We also have UDBE work codes to furnish Asphalt, Base Materials, Rebar and Steel . (see attached certification) *Call Mike for Prices. Any Questions please call : (760)-535-5550 GOOD FAITH EFFORT DOCUMENTATION 1- y Name of Bidder: If a bidder does not 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 by submitting this completed form and all supporting documentation. 1. Did the Bidder attend the Pre-Bid Meeting? yes no 2. List the work items that were offered to certified DBE subcontractors. The percentage of work offered should exceed the goal percentage. Work Item Offered Percentage of Total Bid 1. 2. 3. 4. Total Percentage Offered —+ (Should exceed 7.5 percent) 3. Use the Caltrans DBE certification database (http://www.dot.ca.govlhalbepIfind certified.htm) to identify subcontractors who are seeking work in the San Bernardino area that is similar to the work items listed above. At least ten days prior to the bid opening, solicit bids from the identified subcontractors. Solicitations should include a general description of the project, a specific description of the work that is offered, and information regarding how to obtain copies of the bid and contract documents. Submit copies of all solicitations with the bid (faxes or emails are acceptable). Include the DBE Firm ID Number on each solicitation, or include a separate listing of subcontractor names and DBE Firm ID numbers. 4. At least four days prior to bid opening, follow up with identified subcontractors who have neither submitted a bid nor provided correspondence expressing a lack of intent to submit a bid. Submit copies of all follow up correspondence(faxes or emails are acceptable). 5. Provide copies of all correspondence received from certified DBE subcontractors. (include all bids received and correspondence expressing a lack of intent to submit a bid). 6. Provide a written explanation for all rejected bids received from DBE subcontractors. 7. Provide any additional information demonstrating a good faith effort to meet the DBE participation goals. A-9 EXPERIENCE STATEMENT Name of Bidder: /3 i, 4 /57-- . The bidder shall be thoroughly competent and capable of performing the Work set forth in the bid and contract documents. Provide complete information on similar projects completed in the last five years. Cl 1 c. Project Title: VAr`►" 1 t ( 4 O Public Agency/Owner: C 6a. 14''" Pit? 4- 8 Work Performed by Bidder: 4 1 1„/E r V-ff � 7G Contract Amount: (15 t d C.7U Completion Date: ,70 7 Public Agency/Owner Contact Information: Name: 1t LIG��,C. Title: Phone Number: Project Title: 1/1( � � )_ /.c,i,tc_( Public Agency/Owner: C l '' , V„'/ Work Performed by Bidder: P) ) 'CJ / .1.;::. L Contract Amount: k?O, 000 Completion Date: Public Agency/Owner Contact Information: /` Name: ��-I / �� Title: 0/( Phone Number x`1`-5„,i-t/qqj Project Title: (' 0mi-/L4 Public Agency!Owner: l 4v_ i l Work Performed by Bidder: �” iiiJ Gti N 7 A, Contract Amount: Completion Date: pe • 3-6 1/ Public Agency/Owner Contact Information: Name: — o-,. i4 Title: 154146014 Phone Number: A-10 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 2009 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 2009 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. 12842 Sheets 1 to 4. 2) Standard Plans(included by reference only): The City of San Bernardino Standard Plans. The "Standard Plans for Public Works Construction 2009 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 2009 Edition", written and promulgated by Public Works Standards, Inc., and these Special Provisions. 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. 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. 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. SP-2 SECTION 3—CHANGES IN WORK 3-3 EXTRA WORK. 3-3.1 General. Add the following: 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. SECTION 5—UTILITIES 5-1 LOCATION. Add 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. If practical, the Contractor shall delineate with white paint or other suitable markings any area to be excavated. SP-3 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. City of San Bernardino Department of Public Works Street Division (Sewer Maintenance) 300 North "D" Street San Bernardino, CA 92418 Phone: (909) 384-5143 Attn: John Van Havermaat 2. Southern California Gas Company Attn: Planning Department—M.L. 8031 1981 W. Lugonia Avenue Redlands, CA 92374 Phone: (909) 335-7805 Attn: David Castellanos 3. San Bernardino Municipal Water Department Water Utility Division 300 North"D" Street, 5th Floor San Bernardino, CA 92418 Phone: (909) 384-5386 Attn: Greg Gage 4. Southern California Edison Planning Supervisor 287 Tennessee Street Redlands, CA 92373 Phone: (714) 796-9932 Attn: Kim Gurule 5. Time Warner Cable Construction Department 1500 Auto Center Drive Ontario, CA 91761 Phone: (909) 721-8589 Attn: Bruce Dewese 6. Verizon Network Engineering 9 South 4th Street Redlands, CA 92373 Phone: (909) 748-6655 Attn: Rick Pesquera 7. City of San Bernardino Department of Public Works Street Division (Traffic Signals and Street Lighting) 300 North "D" Street San Bernardino, CA 92418 Phone: (909) 384-5129 Attn: Clemente Elizalde SP-4 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 Meetinq_ 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. 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-5 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$750. 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 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, 2"d Floor, San Bernardino, CA 92418. The Contractor shall pay all business taxes or license fees that are required for the Work. SP-6 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, 3rd 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. 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. 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-10.1 Traffic and Access. Replace the entire subsection with the following: 7-10.1.1 General. The Contractor's operations shall cause no unnecessary inconvenience to the public or businesses in the vicinity of the Work. The Contractor shall have no greater length or quantity of Work under construction than can be properly prosecuted with a minimum of inconvenience to the public and other contractors engaged in adjacent or related work. The Contractor shall provide continuous and unobstructed access to the adjacent properties unless otherwise approved by the Engineer. 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. Safe, adequate, and ADA compliant pedestrian access shall be maintained unless otherwise approved by the Engineer. All costs incurred to comply with the requirements of this subsection shall be included in the lump sum bid price for Traffic Control. SP-7 Add the following subsections: 7-10.2 Work Area Traffic Control. 7-10.2.1 General. Work area traffic control shall conform to the California Manual of Uniform Traffic Control Devices. The total length of traffic control zone shall include a buffer space, advance signing, striping transitions in advance of the Work site, existing striping, signing, and raised medians. All costs incurred to comply with the requirements of this subsection shall be included in the lump sum bid price for Traffic Control. 7-10.2.2 Traffic Control Plan. 7-10.2.2.1 General. The Contractor shall prepare Traffic Control Plans depicting the layouts, methods, and devices that will be used to satisfy the requirements of subsections 7-10.1 and 7-10.2 of these special provisions. 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. The Contractor shall incorporate into the Traffic Control Plans any modifications requested by the Engineer. 7-10.2.2.2 Payment. Payment for preparation of the Traffic Control Plan shall be included in the lump sum bid price for Traffic Control. 7-10.3 Street Closures, Detours, Barricades. Delete the entire subsection. The requirements of this subsection are covered under subsections 7-10.1 and 7-10.2. 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: No payment will be made for materials which are delivered but not incorporated into 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. SP-8 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-9 PART 2 CONSTRUCTION MATERIALS The following sections of the Special Provisions supplement and amend the Standard Specifications for Public Works Construction 2009 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 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: The concrete class and maximum slump for the various types of construction shall be as follows: Type of Construction Concrete Class Maximum Slump U.S. Standard Measures Inches Catch Basin 560-C-3250 5 Box Culvert 560-C-3250 5 Sidewalk 520-C-2500 4 Curb Ramp 520-C-2500 4 Curb and Gutter 560-C-3250 5 Local Depression 560-C-3250 5 Parkway Culvert 560-C-3250 5 Driveway Approach 560-C-3250 5 Pre-Cast Manhole Components 560-C-3250 5 Trench Backfill 100-E-100 5 201-2 REINFORCEMENT FOR CONCRETE. 201-2.2 Steel Reinforcement. 201-2.2.1 Reinforcing Steel. Replace the first sentence with the following: Reinforcing steel shall be Grade 60 billet steel conforming to ASTM A615/615M. SP-10 SECTION 203—BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE. 203-6.1 General. Add the following: Where asphalt concrete is constructed in two layers or more, the class and grade for the asphalt concrete base course shall be B-PG 64-10. Where asphalt concrete is constructed in a single layer, or for a finishing course or asphalt concrete overlay, the class and grade of the asphalt concrete shall be C2-PG 64-10. SECTION 206—MISCELLANEOUS METAL ITEMS 206-3 GRAY IRON CASTINGS. 206-3.3 Manhole Frame and Cover Sets. Add the following: The manhole frame and cover shall be constructed in accordance with SPPWC Standard Plan No. 630-3. The manhole cover shall be cast with the following agency identification in 2-inch letters: "CITY OF SAN BERNARDINO" and with the letter "D" for storm drain, placed in the center of the cover. The letter "D" shall be 2-1/2 inches high with a 1/2 inch line width. SECTION 209—STREET LIGHTING AND TRAFFIC SIGNAL MATERIALS 209-3 COMPONENTS FOR STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS. 209-3.7 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 identification: "TRAFFIC SIGNAL". 209-5 TRAFFIC SIGNAL MATERIALS. 209-5.8 Detectors. 209-5.8.2 Inductive Loop Detectors. Add the following: Loop detectors shall be 6 feet diameter circular loops, Type E, conforming to Caltrans Standard Plan ES- 5B. SECTION 210—PAINT AND PROTECTIVE COATINGS 210-1 PAINT. 210-1.6 Paint for Traffic Striping, Pavement Marking, and Curb Marking. 210-1.6.1 General. Replace the first sentence with the following: Paint for traffic striping and marking shall be thermoplastic type and shall conform to the requirements of TABLE 210-1.6.1 (A). SP-11 PART 3 CONSTRUCTION METHODS The following sections of the Special Provisions supplement and amend the Standard Specifications for Public Works Construction 2009 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 the existing pipe culvert, culvert manhole, catch basins, outlet structure, local depressions, driveway approaches, curb, gutter, sidewalk, and asphalt concrete pavement, as indicated on the Plans. 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 the existing culvert system, the Contractor shall collect the three manhole covers serving the system, and a drain cleaning nozzle that is stuck in the pipe culvert near the Base Line Street centerline. The Contractor shall deliver the manhole covers and cleaning nozzle 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. SECTION 302—ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT. 302-5.1 General. Add the following: In the overlay areas shown on the Plans, asphalt concrete pavement shall be placed in a single finish course at a thickness of 2.0 inches, and the class and grade of the asphalt concrete shall be C2-PG 64-10. In the reconstruction areas shown on the Plans, the asphalt concrete pavement base course shall be placed at a thickness of 2.0 inches, and the class and grade of the asphalt concrete shall be B-PG 64-10. 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. SP-12 SECTION 303—CONCRETE AND MASONRY CONSTRUCTION 303-1 CONCRETE STRUCTURES. 303-1.1 General. Add the following: Box Culverts. The box culvert system shall be constructed in accordance with the Plans. The box culvert system outlet shall include a galvanized steel angle constructed in accordance with City of San Bernardino Standard Plan No. 400. The box culvert system shall be connected to catch basins in accordance with the Plans. Box Culvert Manholes. The box culvert system shall be constructed with two, 24 inch manholes as indicated on the Plans. At the manholes locations indicated, 24 inch diameter holes shall be provided in the steel plate. Manholes shall be constructed using the reinforced concrete rings and construction methods specified in the SPPWC Standard Plan No. 324-2. The reinforced concrete rings shall be secured to the steel plate of the box culvert using four, 3 inch long sections of 3 inch by 3 inch by 1/2 inch steel angle. The steel angle sections shall be welded at 90 degree intervals along the perimeter of the concrete ring. Two sides of the each angle section shall be joined to the steel plate using 2 inch long, 1/4 inch fillet welds. Catch Basins. Catch basins shall be constructed in accordance with SPPWC Standard Plan No. 302-3. Catch basins shall be connected to the box culvert in accordance with the Plans. Catch basin reinforcement shall comply with the Plans and SPPWC Standard Plan No. 309-2. Catch basin face plate assembly and protection bar shall comply with SPPWC Standard Plan No. 310-3. Catch basin frame and grating shall comply with SPPWC Standard Plan No. 311-3, amended as follows: The grating design shall pose no hazard to bicyclists. 303-1.7 Placing Reinforcement 303-1.7.1 General. Delete the first sentence of the subsection. 303-1.7.2. Splicing. Replace the first sentence with the following: Splices shall be permitted only for bars placed longitudinally within the box culvert system. 300-3 STRUCTURE EXCAVATION AND BACKFILL. 300-3.5 Structure Backfill. 300-3.5.1 Requirements. Add the following: Structure backfill for the box culvert shall be concrete class 100-E-100 with a maximum slump of 5 inches. The cost for this backfill shall be considered as included in the price for the construction of the box culvert. 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: Curb and Gutter. Curb and gutter shall be constructed in accordance with City of San Bernardino Standard Plan No. 200, Type B, amended as follows: The concrete class shall be 560-C-3250. SP-13 Sidewalk. Sidewalk shall be constructed in accordance with City of San Bernardino Standard Plan No. 202, Case"A", amended as follows: Sidewalk width and location shall be as indicated on the Plans. Curb Ramps. Curb ramps shall be constructed in accordance with SPPWC Standard Plan No. 111-4. Local Depressions. Local depressions shall be constructed in accordance with the Plans and SPPWC Standard Plan No. 313-3, Case F, H=0, K=5 ft. SECTION 307—STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS 307-11 PULL BOXES. 307-11.1 General. Add the following to the subsection: Pull boxes shall be constructed in accordance with SPPWC Standard Plan No. 405-1. Pull boxes within the sidewalk reconstruction areas indicated on the Plans shall be replaced with new pull boxes, covers, and extensions. Pull boxes shall be raised or lowered to match new sidewalk surface elevations. Pull boxes shall be constructed with vandal resistant pull box inserts, and covers. 307-17 TRAFFIC SIGNAL CONSTRUCTION 307-17.7 Vehicle Detectors. 307-17.7.3 Inductive Loop Detectors. 307-17.7.3.2 Installation Details. Replace the second and third sentences of the first paragraph in the subsection with the following: Slots for Type E loops shall have vertical sides and a width of 5/8 inch. The slot entering and leaving the circular part of the loop shall have a minimum radius of 1.5 inches to prevent damage to the conductors. Replace the first sentence of the fifth paragraph of the subsection with the following: The inductive loop detectors constructed for this project replace the existing loop detectors, and shall terminate within new pull boxes that match the location of the existing pull boxes. Loop conductors shall be installed without splices and shall not penetrate curbs and gutters. Replace the first sentence of the last paragraph of the subsection with the following: Loop detectors shall be installed prior to placing the asphalt concrete surface course. (N°1 eAI c e ,- e-4.'i lu.0 dc_ / SECTION 310—PAINTING 310-5 PAINTING VARIOUS SURFACES. 310-5.6 Painting Traffic Striping, Pavement Markings, and Curb Markings. 310-5.6.1 General. Add the following to the subsection. The work shall include the replacement of all traffic striping and pavement markings disturbed by the pavement construction work. SP-14 Traffic striping and pavement marking shall be installed in accordance with the following California MUTCD Details: Solid Double Yellow Line Detail 21 8 Inch Solid White Line Detail 38A 12 Inch Solid Yellow Crosswalk No applicable detail Left Turn Arrow Type IV(L) Right Turn Arrow Type IV(R) 310-5.6.10 Measurement and Payment. Replace the first sentence of the subsection with the following: Traffic striping and marking shall be measured and paid as a lump sum. SP-15 APPENDIX STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION EXCERPTS FROM THE CALIFORNIA LABOR CODE RELATING TO APPRENTICES ON PUBLIC WORKS Chapter 1 of Division 2 APPRENTICES ON PUBLIC WORKS 1773.3. An awarding agency whose public works contract falls within the jurisdiction of Section 1777.5 shall, within five days of the award, send a copy of the award to the Division of Apprenticeship Standards. When specifically requested by a local joint apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding all such awards applicable to the joint apprenticeship committee making the request. Within five days of a finding of any discrepancy regarding the ratio of apprentices to journeymen, pursuant to the certificated fixed number of apprentices to journeymen,the awarding agency shall notify the Division of Apprenticeship Standards. 1776. (a) Each contractor and subcontractor shall keep accurate payroll records, showing the name, address, social security number,work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following: (1) The information contained in the payroll record is true and correct. (2) The employer has complied with the requirements of Sections 1771, 1811, and 1815 for any work performed by his or her employees on the public works project. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. (d) A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number. The name and address of the contractor awarded the contract or the subcontractor performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to,a joint labor- management committee established pursuant to the federal Labor Management Cooperation Act of 1978(Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent disclosure of an individual's name and social security number. A joint labor management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an employee for unpaid wages and may award the joint labor management committee reasonable attorney's fee and costs incurred in maintaining the action. An action under this subdivision may not be based on the employer's misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this chapter. (f)The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (a), including the street address, city and county, and shall,within five working days,provide a notice of a change of location and address. (g) The contractor or subcontractor shall have 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to comply within the 10-day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars($25) for each calendar day,or portion thereof,for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due.A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. (i) The director shall adopt rules consistent with the California Public Records Act, (Chapter 3.5 (commencing with Section 6250), Division 7,Title 1, Government Code) and the Information Practices Act of 1977, (Title 1.8(commencing with Section 1798),Part 4,Division 3, Civil Code)governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. (j)This section shall remain in effect only until January 1,2003, and as of that date is repealed,unless a later enacted statute,that is enacted before January 1,2003,deletes or extends that date. 1776. (a) Each contractor and subcontractor shall keep an accurate payroll record, showing the name, address, social security number,work classification, and straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice,worker,or other employee employed by him or her in connection with the public work. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c)The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. (d) Each contractor shall file a certified copy of the records enumerated in subdivision(a)with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number.The name and address of the contractor awarded the contract or performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent disclosure of an individual's social security number. (f) The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (a), including the street address, city and county, and shall,within five working days, provide a notice of a change of location and address. (g) The contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects the contractor must comply with this section. In the event that the contractor fails to comply within the 10-day period,he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement,these penalties shall be withheld from progress payments then due. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section.These stipulations shall fix the responsibility for compliance with this section on the prime contractor. (i) The director shall adopt rules consistent with the California Public Records Act, (Chapter 3.5 (commencing with Section 6250), Division 7,Title 1, Government Code) and the Information Practices Act of 1977, (Title 1.8 (commencing with Section 1798),Part 4,Division 3, Civil Code)governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. (j)This section shall become operative January 1, 2003. 1777.5. (a) Nothing in this chapter shall prevent the employment of properly registered apprentices upon public works. (b) Every apprentice employed upon public works shall be paid the prevailing rate of per diem wages for apprentices in the trade to which he or she is registered and shall be employed only at the work of the craft or trade to which he or she is registered. (c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards that have been approved by the Chief of the Division of Apprenticeship Standards and who are parties to written apprentice agreements under Chapter 4 (commencing with Section 3070) of Division 3 are eligible to be employed at the apprentice wage rate on public works. The employment and training of each apprentice shall be in accordance with either (1) the apprenticeship standards and apprentice agreements under which he or she is training or (2) the rules and regulations of the California Apprenticeship Council. (d) When the contractor to whom the contract is awarded by the state or any political subdivision, in performing any of the work under the contract, employs workers in any apprenticeable craft or trade, the contractor shall employ apprentices in at least the ratio set forth in this section and may apply to any apprenticeship program in 2 the craft or trade that can provide apprentices to the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. However, the decision of the apprenticeship program to approve or deny a certificate shall be subject to review by the .Administrator of Apprenticeship. The apprenticeship program or programs, upon approving the contractor, shall arrange for the dispatch of apprentices to the contractor. A contractor covered by an apprenticeship program's standards shall not be required to submit any additional application in order to include additional public works contracts under that program. "Apprenticeable craft or trade," as used in this section, means a craft or trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the California Apprenticeship Council. As used in this section, "contractor" includes any subcontractor under a contractor who performs any public works not excluded by subdivision(o). (e) Prior to commencing work on a contract for public works, every contractor shall submit contract award information to an applicable apprenticeship program that can supply apprentices to the site of the public work. The information submitted shall include an estimate of journeyman hours to be performed under the contract,the number of apprentices proposed to be employed, and the approximate dates the apprentices would be employed.A copy of this information shall also be submitted to the awarding body if requested by the awarding body. Within 60 days after concluding work on the contract, each contractor and subcontractor shall submit to the awarding body, if requested, and to the apprenticeship program a verified statement of the journeyman and apprentice hours performed on the contract. The information under this subdivision shall be public. The apprenticeship programs shall retain this information for 12 months. (f) The apprenticeship program that can supply apprentices to the area of the site of the public work shall ensure equal employment and affirmative action in apprenticeship for women and minorities. (g) The ratio of work performed by apprentices to journeymen employed in a particular craft or trade on the public work may be no higher than the ratio stipulated in the apprenticeship standards under which the apprenticeship program operates where the contractor agrees to be bound by those standards, but,except as otherwise provided in this section, in no case shall the ratio be less than one hour of apprentice work for every five hours of journeyman work. (h)This ratio of apprentice work to journeyman work shall apply during any day or portion of a day when any journeyman is employed at the jobsite and shall be computed on the basis of the hours worked during the day by journeymen so employed. Any work performed by a journeyman in excess of eight hours per day or 40 hours per week shall not be used to calculate the ratio.The contractor shall employ apprentices for the number of hours computed as above before the end of the contract or, in the case of a subcontractor, before the end of the subcontract. However, the contractor shall endeavor, to the greatest extent possible, to employ apprentices during the same time period that the journeymen in the same craft or trade are employed at the jobsite. Where an hourly apprenticeship ratio is not feasible for a particular craft or trade, the Chief of the Division of Apprenticeship Standards, upon application of an apprenticeship program, may order a minimum ratio of not less than one apprentice for each five journeymen in a craft or trade classification. (i) A contractor covered by this section that has agreed to be covered by an apprenticeship program's standards upon the issuance of the approval certificate, or that has been previously approved for an apprenticeship program in the craft or trade, shall employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the applicable apprenticeship standards, but in no event less than the 1-to-5 ratio required by subdivision(g). (j) Upon proper showing by a contractor that he or she employs apprentices in a particular craft or trade in the state on all of his or her contracts on an annual average of not less than one hour of apprentice work for every five hours of labor performed by journeymen, the Chief of the Division of Apprenticeship Standards may grant a certificate exempting the contractor from the 1-to-5 hourly ratio,as set forth in this section for that craft or trade. (k) An apprenticeship program has the discretion to grant to a participating contractor or contractor association a certificate, which shall be subject to the approval of the Administrator of Apprenticeship, exempting the contractor from the 1-to-5 ratio set forth in this section when it finds that any one of the following conditions is met: (1) Unemployment for the previous three-month period in the area exceeds an average of 15 percent. (2) The number of apprentices in training in the area exceeds a ratio of 1 to 5. (3)There is a showing that the apprenticeable craft or trade is replacing at least one-thirtieth of its journeymen annually through apprenticeship training, either on a statewide basis or on a local basis. (4) Assignment of an apprentice to any work performed under a public works contract would create a condition that would jeopardize his or her life or the life,safety,or property of fellow employees or the public at large,or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman. (1)When an exemption is granted pursuant to subdivision(k)to an organization that represents contractors in a specific trade from the 1-to-5 ratio on a local or statewide basis, the member contractors will not be required to submit individual applications for approval to local joint apprenticeship committees, if they are already covered by the local apprenticeship standards. (m) (1) A contractor to whom a contract is awarded, who, in performing any of the work under the contract, employs journeymen or apprentices in any apprenticeable craft or trade shall contribute to the California Apprenticeship Council the same amount that the director determines is the prevailing amount of apprenticeship training contributions in the area of the public works site. A contractor may take as a credit for payments to the council any amounts paid by the contractor to an approved apprenticeship program that can supply apprentices to the site of the public works project. The contractor may add the amount of the contributions in computing his or her bid for the contract. 3 (2) At the conclusion of each fiscal year, the California Apprenticeship Council shall distribute training contributions received by the council under this subdivision, less the expenses of the Division of Apprenticeship Standards for administering this subdivision, by making grants to approved apprenticeship programs for the purpose of training apprentices. The funds shall be distributed as follows: (A) If there is an approved multiemployer apprenticeship program serving the same craft or trade and geographic area for which the training contributions were made to the council, a grant to that program shall be made. (B) If there are two or more approved multiemployer apprenticeship programs serving the same craft or trade and geographic area for which the training contributions were made to the council, the grant shall be divided among those programs based on the number of apprentices registered in each program. (C)All training contributions not distributed under subparagraphs (A) and(B) shall be used to defray the future expenses of administering this subdivision. (3) All training contributions received pursuant to this subdivision shall be deposited in the Apprenticeship Training Contribution Fund, which fund is hereby created in the State Treasury. Notwithstanding Section 13340 of the Government Code, all money in the Apprenticeship Training Contribution Fund is hereby continuously appropriated for the purpose of carrying out this subdivision and to pay the expenses of the division in administering this subdivision. (n) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. The stipulations shall fix the responsibility of compliance with this section for all apprenticeable occupations with the prime contractor. (o) This section does not apply to contracts of general contractors or to contracts of specialty contractors not bidding for work through a general or prime contractor when the contracts of general contractors or those specialty contractors involve less than thirty thousand dollars($30,000). (p)All decisions of an apprenticeship program under this section are subject to Section 3081. 1777.6. It shall be unlawful for an employer or a labor union to refuse to accept otherwise qualified employees as registered apprentices on any public works, on the ground of the race, religious creed, color, national origin, ancestry, sex,or age,except as provided in Section 3077,of such employee. 1777.7. (a) (1) A contractor or subcontractor that is determined by the Chief of the Division of Apprenticeship Standards to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding one hundred dollars($100) for each full calendar day of noncompliance.The amount of this penalty may be reduced by the Chief if the amount of the penalty would be disproportionate to the severity of the violation. A contractor or subcontractor that knowingly commits a second or subsequent violation of Section 1777.5 within a three-year period, where the noncompliance results in apprenticeship training not being provided as required by this chapter, shall forfeit as a civil penalty the sum of not more than three hundred dollars($300) for each full calendar day of noncompliance. Notwithstanding Section 1727,upon receipt of a determination that a civil penalty has been imposed by the Chief, the awarding body shall withhold the amount of the civil penalty from contract progress payments then due or to become due. (2) In lieu of the penalty provided for in this subdivision, the Chief may, for a first-time violation and with the concurrence of an apprenticeship program described in subdivision (d), order the contractor or subcontractor to provide apprentice employment equivalent to the work hours that would have been provided for apprentices during the period of noncompliance. (b) In the event a contractor or subcontractor is determined by the Chief to have knowingly committed a serious violation of any provision of Section 1777.5, the Chief may also deny to the contractor or subcontractor,and to its responsible officers, the right to bid on or be awarded or perform work as a subcontractor on any public works contract for a period of up to one year for the first violation and for a period of up to three years for a second or subsequent violation. Each period of debarment shall run from the date the determination of noncompliance by the Chief becomes a final order of the Administrator of Apprenticeship. (c) (1)An affected contractor, subcontractor, or responsible officer may obtain a review of the determination of the Chief imposing the debarment or civil penalty by transmitting a written request to the office of the Administrator within 30 days after service of the determination of debarment or civil penalty.A copy of this report shall also be served on the Chief. If the Administrator does not receive a timely request for review of the determination of debarment or civil penalty made by the Chief, the order shall become the final order of the Administrator. (2)Within 20 days of the timely receipt of a request for review, the Chief shall provide the contractor, subcontractor, or responsible officer the opportunity to review any evidence the Chief may offer at the hearing. The Chief shall also promptly disclose any nonprivileged documents obtained after the 20-day time limit at a time set forth for exchange of evidence by the Administrator. (3)Within 90 days of the timely receipt of a request for review,a hearing shall be commenced before the Administrator or an impartial hearing officer designated by the Administrator and possessing the qualifications of an administrative law judge pursuant to subdivision (b) of Section 11502 of the Government Code. The affected contractor,subcontractor, or responsible officer shall have the burden of providing evidence of compliance with Section 1777.5. (4)Within 45 days of the conclusion of the hearing, the Administrator shall issue a written decision affirming, modifying, or dismissing the determination of debarment or civil penalty.The decision shall contain a statement of the factual and legal basis for the decision and an order.This decision shall be served on all parties and the awarding body pursuant to Section 1013 of the Code of Civil Procedure by first-class mail at the last known address of the party that the party has filed with the Administrator. Within 15 days of issuance of the decision, the Administrator may reconsider or modify the decision to correct an error, except that a clerical error may be corrected at any time. (5) An affected contractor, subcontractor, or responsible officer who has timely requested review and obtained a decision under paragraph (4) may obtain review of the decision of the Administrator by filing a petition for a writ of mandate to the appropriate superior court pursuant to Section 1094.5 of the Code of Civil Procedure within 45 days after service of the final decision. If no timely petition for a writ of mandate is filed, the decision shall become the final order of the 4 Administrator. The decision of the Administrator shall be affirmed unless the petitioner shows that the Administrator abused his or her discretion. If the petitioner claims that the findings are not supported by the evidence, abuse of discretion is established if the court determines that the findings are not supported by substantial evidence in light of the entire record. (6)The Chief may certify a copy of the final order of the Administrator and file it with the clerk of the superior court in any county in which the affected contractor or subcontractor has property or has or had a place of business.The clerk,immediately upon the filing, shall enter judgment for the state against the person assessed in the amount shown on the certified order. A judgment entered pursuant to this section shall bear the same rate of interest and shall have the same effect as other judgments and be given the same preference allowed by the law on other judgments rendered for claims for taxes.The clerk shall not charge for the service performed by him or her pursuant to this section.An awarding body that has withheld funds in response to a determination by the Chief imposing a penalty under this section shall, upon receipt of a certified copy of a final order of the Administrator, promptly transmit the withheld funds,up to the amount of the certified order,to the Administrator. (d) If a subcontractor is found to have violated Section 1777.5, the prime contractor of the project is not liable for any penalties under subdivision (a), unless the prime contractor had knowledge of the subcontractor's failure to comply with the provisions of Section 1777.5 or unless the prime contractor fails to comply with any of the following requirements: (1) The contract executed between the contractor and the subcontractor or the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1775, 1776, 1777.5, 1813, and 1815. (2)The contractor shall continually monitor a subcontractor's use of apprentices required to be employed on the public works project pursuant to subdivision (d) of Section 1777.5, including, but not limited to, periodic review of the certified payroll of the subcontractor. (3) Upon becoming aware of a failure of the subcontractor to employ the required number of apprentices, the contractor shall take corrective action, including, but not limited to, retaining funds due the subcontractor for work performed on the public works project until the failure is corrected. (4) Prior to making the final payment to the subcontractor for work performed on the public works project, the contractor shall obtain a declaration signed under penalty of perjury from the subcontractor that the subcontractor has employed the required number of apprentices on the public works project. (e) Any funds withheld by the awarding body pursuant to this section shall be deposited in the General Fund if the awarding body is a state entity, or in the equivalent fund of an awarding body if the awarding body is an entity other than the state. (f)The Chief shall consider, in setting the amount of a monetary penalty,in determining whether a violation is serious, and in determining whether and for how long a party should be debarred for violating this section, all of the following circumstances: (1) Whether the violation was intentional. (2) Whether the party has committed other violations of Section 1777.5. (3) Whether, upon notice of the violation, the party took steps to voluntarily remedy the violation. (4) Whether, and to what extent, the violation resulted in lost training opportunities for apprentices. (5) Whether, and to what extent, the violation otherwise harmed apprentices or apprenticeship programs. If a party seeks review of a decision by the Chief to impose a monetary penalty or period of debarment, the Administrator shall decide de novo the appropriate penalty,by considering the same factors set forth above. (g) The interpretation of Section 1777.5 and this section shall be in accordance with the regulations of the California Apprenticeship Council. The Administrator may adopt regulations to establish guidelines for the imposition of monetary penalties and periods of debarment and may designate precedential decisions under Section 11425.60 of the Government Code. NOTE: THE ABOVE CALIFORNIA LABOR CODE SECTIONS ARE AVAILABLE FROM THE INTERNET (&, www.dir.ca.gov/. DAS 10 (Rev. 04-02) 5 Division of Apprenticeship Standards - Public works information Page 1 of 2 Welcome to the California DFPARTLIPIT Division of Apprenticeship Standards - Important notice - Change to Code of Regulations Setion 230.1 Notification of Change in Regulation 230.1 Regarding Employment of Apprentices on Public Works. Regulation 230.1 has been amended. The change will affect projects bid after June 30, 2009. Projects bid on or before June 30, 2009 will still be controlled by the prior version of 230.1. The change requires all contractors (who are not already employing sufficient apprentices)to request dispatch (either consecutively or simultaneously)from all approved apprenticeship programs in the geographical area of the project. The change also requires that contractors who employ apprentices but are not meeting the required ratio for their craft must request dispatch from any other programs in their craft that exist in the geographical area of the project The change also requires contractors to give the approved apprenticeship programs written notice of the request for dispatch at least 72 hours in advance. Previously 48 hours advance notice was required. Effective on projects bid July 1. 2009 Reg. 230.1. Employment of Apprentices on Public Works. (a) Contractors, as defined in Section 228 to include general, prime, specialty or subcontractor, shall employ registered apprentice(s), as defined by Labor Code Section 3077, during the performance of a public work project in accordance with the required one hour of work performed by an apprentice for every five hours of labor performed by a journeyman, unless covered by one of the exemptions enumerated in Labor Code Section 1777.5 or this subchapter. Unless an exemption has been granted, the contractor shall employ apprentices for the number of hours computed above before the end of the contract. Contractors who are not already employing sufficient registered apprentices (as defined by Labor Code Section 3077)to comply with the one-to-five ratio must request the dispatch of required apprentices from the apprenticeship committees providing training in the applicable craft or trade and whose geographic area of operation includes the site of the public work by giving the committee written notice of at least 72 hours (excluding Saturdays, Sundays and holidays) before the date on which one or more apprentices are required. If the apprenticeship committee from which apprentice dispatch(es) are requested does not dispatch apprentices as requested,the contractor must request apprentice dispatch(es)from another committee providing training in the applicable craft or trade in the geographic area of the site of the public work, and must request apprentice dispatch(es) from each such committee, either consecutively or simultaneously, until the contractor has requested apprentice dispatches from each such committee in the geographic area. All requests for dispatch of apprentices shall be in writing, sent by first class mail, facsimile or email. If a non-signatory contractor declines to abide by and comply with the terms of a local committee's standards,the apprenticeship committee shall not be required to dispatch apprentices to such contractor. Conversely, if in response to a written request no apprenticeship committee dispatches, or agrees to dispatch during the period of the public works project any apprentice to a contractor who has agreed to employ and train apprentices in accordance with either the apprenticeship committee's standards or these regulations within 72 hours of such request(excluding Saturdays, Sundays and holidays)the contractor shall not be considered in violation of this section as a result of failure to employ apprentices for the remainder of the project, provided that the contractor made the request in enough time to meet the above-stated ratio. If an apprenticeship committee dispatches fewer apprentices than the contractor requested,the contractor shall be considered in compliance if the contractor employs those apprentices who are dispatched, provided that, where there is more than one apprenticeship committee able and willing to unconditionally dispatch apprentices, the contractor has requested dispatch from all committees providing training in the applicable craft or trade whose geographic area of operation include the site of the public work. Nothing in this section shall affect the right of a contractor who participates in and employs registered apprentices from programs approved under Labor Code Section 3075 outside the geographic area of the public work from employing said apprentice(s)on the site of the public work in order to meet the ratio requirement of Labor Code Section 1777.5. (b)Apprentices employed on public works shall be paid the applicable apprentice prevailing per diem wage rate, htm 10/17/2011 Division of Apprenticeship Standards - Public works information Page 2 of 2 available from DAS, and derived from the Director's survey of wages paid on public works in the geographic area of the craft or trade. DAS shall refer complaints alleging any contractors failure to pay the proper apprentice prevailing wage rate on a public works project to the Division of Labor Standards Enforcement for investigation and appropriate action. (c)Apprentices employed on public works can only be assigned to perform work of the craft or trade to which the apprentice is registered. Work of the craft or trade consists of job duties normally assigned to journeymen in the apprenticeable occupation. Where an employer employs apprentices under the rules and regulations of the California Apprenticeship Council, as set forth in Labor Code Section 1777.5(c) (2), apprentices employed on public works must at all times work with or under the direct supervision of journeyman/men. The on-the-job training shall be in accordance with the apprenticeship standards and apprenticeship agreement under which the apprentice is training, provided that a contractor shall not be subject to any financial or administrative obligations to a trust fund or employee benefit plan unless the contractor has so agreed. (d)The provisions of this regulation shall not apply to contractors on public works projects that were bid prior to July 1, 2009. Such contractors shall comply with the version of this regulation that was in effect prior to July 1, 2009. Note: Authority cited: Section 1777.7, Labor Code. Reference: Section 1777.5, Labor Code. June 2009 Conditions of Use I Privacy Policy Copyright©2011 State of California htm 10/17/9011 Division of Apprenticeship Standards -Public works information Page 1 of 2 'Welcome to the California { 1 ' = 1. 1 Division of Apprenticeship Standards - Public works information In general, public works refers to construction projects that are paid for in whole or in part out of public funds, or if private funds are used, more than 50 percent of the square footage is leased to a public entity. Because of this,there are laws regarding many aspects of the construction projects to protect the public's interest. One of the legal requirements for working on a public works project is the employment of apprentices. The Division of Apprenticeship Standards provides assistance to contractors in employing apprentices on public works sites. Important Notices Changes to Code of Regulations Section 230.1 Regarding the employment of apprentices on Public Works. Effective for projects bid on or after 7/1/2009 Exemption Request for Operating Engineers&Laborers(11220 DAS 2009-002 Residential Wages DAS 2009-001 How to determine prevailing rate of pay for your apprentice& Basics Are you interested in bidding on a public works project and not sure where to start when it comes to complying with the law and hiring apprentices? Have you been awarded a public works contract? Click here to see a listing of contractors and individuals who have been debarred Frequently Asked Questions Interactive databases 1. If you are looking to check the apprenticeship status of an individual this database can give you the information you need. 2. If you are looking to find apprenticeable crafts and the contact information for those apprenticeship programs in your area this database sorts by county and craft and gives you contact information. 3. If you are looking to find out if training funds have been paid by a contractor working on a public works project this database can provide you information. 4. If you are looking for the additional apprenticeship wage information as noted in the general prevailing wage apprenticeship schedules, published by the Division of Labor Statistics and Research . Forms 1. Public Works Contract Award Information -DAS Form 140& version .11 version 2. Request for Dispatch of an Apprentice-DAS Form 142 t4 version version 3. Training Fund Contributions-California Apprenticeship Council -CAC Form 2 (Rev 7/11),p(.pdf format, 52kb) 4. Directions to complete CAC form 2 (7/11) 5. If you are an awarding body, this is the form you need: To contract to perform public works under Labor Code section 1777.5-DAS Form 13-(Rev 5/01) (.pdf format, 16kb) For more information on public works: DIR Public Works Tool Kit Excerpts from the California Labor Code Relating to Apprentices on Public Works-DAS10(Rev 4/02)) (.pdf format 55kb) ,1:,-, ..,,.,/.loe/rn,i1h1;�Aainrieefnrme htm 10/17/2011 Division of Apprenticeship Standards -Public works information Page 2 of 2 Division of Labor Standards Enforcement Public Works Manual Laws and Regulations The Division of Labor Standards Enforcement enforces labor law related to the payment of prevailing wage and working conditions. The Division of Labor Statistics and Research conducts labor research and provides statistics for public works projects. Files in Adobe Acrobat PDF &format are viewed with Abobe Acrobat Reader. If you do not already have Adobe Acrobat installed on your computer, you should download the free Acrobat Reader from Adobe's web site at www.adobe.com, download instructions are available on the Adobe web site. Once you have downloaded the Acrobat Reader you can view PDF documents in your web browser if it supports plug-ins or, if it does not support plug-ins, you can save the file(s)to your hard drive and view them by opening them in Acrobat Reader. Known Printing Problems. July 2011 Conditions of Use I Privacy Policy Copyright©2011 State of California „r,..,IA nt,h.,,l.l;n.»r.rLofnrmc htm 10/17/2011 CITY OF SAN BERNARDINO STANDARD PLANS GENERAL NOTES: 2411-- NOTE CONCRETE MUST RE AT LEAST ,r 2- �� S 5 SACK MIX(520-C-25001 CURING COMPOUND SHALL SE /8 Z..�a.1.. G ►• AND HOLD 2500 P.S.I. IN SPRAYED URIFORMLY ON ALL a POSED 28 DAYS. SURFACES PRIOR TO EVAPOR ION Of Of SURFACE WATER. R°• FL.4T�7 EXPANSION JOINTS AT END • RETURNS • STRUCTURES W NO iP=4 PLANE JOINTS EVERY 10 FT. OR AS INSTRUCTED. R'Q' SLOPE q8 44 R_ a • b 0.037 CU YD. PER L/.t/FT. spr k • o S `1M Cl. • b O - . a o TYPE "B" P.C.C. CURB a GUTTER 2G Mr. AIM .3 w FLAT iP 0 • R SLOPE 1:18 ; R 4 r /P',w x - -9b A q 4 M O.a5/ ea Y . • • a _ PER 1 bm FT. • V - .. J d - TYPE "C" P.C.C. CURB 81 GUTTER H (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) b r �� • R• . �P-4- /2" 24- A _6� s - - • D.0.5/ CU. YD. I. • PERL/A/6. t .- 4- 4 • •TYPICAL SECTION a - ROLLED CURB TYPE "A" (APPROVED BY THE CITY CENGINEER) P.C.C. CURE( CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. APPROVED. STANDARD MRy 27 19E= PLAN TYPICAL SECTION- P. C.C. CURB a GUTTER zoo CIT NGI EER AZ " EV1$AW 4117E Th sun.sar j 10-1-811 VAR/ES 1:_. 6 ' P 04L 741„61Afreitt:3 TY 4 FO t/E _Amur CASE A" Pp1cro-AiPEO .'MALE LOCAT/ON. 1/AR/ES _ 4 asfoosrarmO " 61'14" fT. r11077 .�ro� � . -• ._.., r _______-- atur emet ,4.4 31"MAI Arc 1ralarall,AV 710 ACM &fhALK L. CASE "8' MAY OE USEO: /•)A//yEN FAVNT4 E /5 LE45 T/i44N 420'ANO SAME SEC770,V EX/545 all aOTN 3/PE3 OF LOT. P.)FOR MeAvageAttli5 S/OEh/AZKJ. -- - — GENERAL NOTES: sa►,.r,4rc r 0024VRE7E CLASS-.4119-a-r000 M l.)iu(Ei4INVEO/°X.4me Jaws TO 114TCN C/4 /d. WTA.$D ECTEOsr I 0 I nvs /N58Q VI C1/ 'MS Mmiry WO AvAri.BE ;, fleOPOSAGP SPAIAVE0 691/44 10W..?"ONA[LL I gs IrdszEA6•icx £KFI %E0 B'/W/ fC69 Mtke TO THE r 141 770A1 OF .1re/AFy41Cl6 4J4TE.e i-OFACE TYPICAL S/OENALX T2ANS/T/O/V CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. D STANDUP ,1983 PLAN SIDEWALK LOCATION _ ioi_ _ I Ix CI Y NGINEE . _ I.. j' SIDEWALK FINISH 3) PIOORE P�INMOPRO IMPROVEMENT PLAN -..GALVANIZED STEEL ANGLE MA CURS - FRAME *NO SLOPE I/'• DER FT. 3I COVER Ct 1. 10 INLET I INLET I 16 16 1 TYPE II TYPE I 1 5=0 SLOPE . I I/1 PER FT SECTION A-A MIN. — I—-�-1.-— -' _f 1-- 3..MIN. I I r--- SECTION- INLET TYPE I a _a I R/W W 1 6•. e, S 6' 1 3 2' 1 iA+3 OAR! li i"CLEAR I IX »3 Cea 12"dux. {/J —L / . a in I I O I ; \I 4..WIN.ME.r = I f . _ 1 SECTION B-B 8 i = � 88 SECTION-INLET TYPE a �----I I-- i 4 I I I N ki '*3" I —- 0 ��f ANCHOR I / I A I t — `POINT M POINT N J ----------- POINT P POINT 0 J — — — i afJ -- - - PLAN 10' j S I 10• I -- •S/2 M .C� GRADE LINE PEFILE —`FLOW LIrNET7ETN, QJ---- POINT 1 7m.:-. t''' ::: NS PROFILE STEEL LIST NOTES : s 6 GALVANIZED ANCHOR p4R STEEL ANGLE SIZE SPACING LENGTH I. FLOOR OF SOX TO SE TROWELED SMOOTH. 1'-0" 3" 2 a2"a1" 2 a.3 7" I•-9" 2. WHEN THE TOE OF SLOPE IS WITHIN THE R/W, INLET TYPE I SEGINS i'-6" '' •' '. 2'-3" AT THE TOE RATHER THAN AT THE R/W LINE. 24-0" .. .. •. .. .. 24-9,. 3. FOR OPEN DITCH APPROACH(TYPE a I THE 2'EXTENSION IS NOT REQUIRED WHEN THE SACK OF WALK IS 2.OR MORE FROM THE R/W LINE. 2'-6" " .. " 0 •• 3• 3'• - 4. TOP OF INLET STRUCTURE (TYPE I O II) TO SE FLUSH WITH ADJACENT 3'-O" " •• 3 '• . 3'3'-9'• SURFACE WHERE PRACTICAaLE. S. A HEADED STEEL STUO 3x61 WITH HEAD Oat" ATTACHED ST A FULL 3'-6" " " 6" 4'-3" PENETRATION SUTT WELD MAY SE USED AS AN ALTERNATE ANCHOR. 4'-0" " " " S" 4'-9" 6. NORMAL CURS FACE AT POINT M AND 0. 6+S" AT POINT N AND P. 4.-6" 4" 3-,i."4 3"a 1" " " 6i' 5'-3" S.-0.. .. .• .. .. 5" S'-6.. " " " " 4" 64_3.. 6..0.. 3=. 64-9" CITY OF SAN BERNARRDINO PUBLIC WORKS DEPT. APPROVED 3 -/r- 67 STANDARD PARKWAY CULVERT NO. 1 id' PLAN 400 DIRECTOR of PUOUC WORKS, _ CITY ENGINEER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 4' (1220 mm) A 3' (915 mm) MIN 4' 1220 mm) 3` (915 mm) MIN — I - - -T1r ° 1M11NN / 4-5 3' (9.15 Nun i tt) I NOTE 8 w. "I" / n SHEET t r SHEET '10 Ne ix) NOTE 2, o o_ , 8.3 ,) , ,„.............:jail CU m, / [ x _ 1 1 x j CURB FACE .0i 0.1 1\x4' (1220 mm) Ka A tr'' TYPE 1 A B 4' (1220 mm) Y (915 mm) MIN R L.. hil iR iv i \. GRADE BREAK ' 0 NOTE $ / SHEET 110 3 3 4 1 NI r=I a,1.4,..•.4/4\ Ici x ce 0 <0 C•4 CL CL -CURB/ 1 X _ 4' 1 X CURB FACE/ I 4 (1220 mm) ei twil A OR B SEE SHEET 7, THIS SECTION TYPE 2 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MRMARANTED EY Jr MAUR IMMO W1WOMS Me. OREEMPOOK IXIMMIRMW CURB RAMP 11102 111-4 REV.10011.MICA 2000.200111 USE WITH STANDARD SPECIFICATIONS FOR PURUC WORKS CONSTRUCTION SHEET I OF 10 BCR &if\ 14145 P ti A h E 4' 1220 mm / ADE BREAK E • mm ' -�\�I o 3 N / SHEETBj 0 ,\u CO v. c• ti a* NOT t 0 4/4.181V+ 2", t o ti:: is i J f it " iv 4.9 PLANTING � AREA �1 / Lry � . L S 0 4•C3t *>+ P ' CURB FACE WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 TYPE 3 2 MAX 4 Z Q� >_ Q� �\ GRADE BREAK EE 4' 1220mm 'h mm M 3 v ,� NOTE 8 8CR T x '`�' o �� NOTE 2 `� s ^ ,' Y ix PLANTING �' h 1 fit' 2 0 a AREA /� a te. ? CURB/ `ry`Ll O¢� o CURB FACE �P ' WHERE PLANTING AREA IS ADJACENT TO NE CURB RAMP, USE CASE A, TYPE 6 TYPE 4 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP _4 SHEET 2 OF 10 AORB 4' (1220 mm) R 3' 915 mm j R MIN i Z 1 t.tz 1 NOTE 2, SHEET ANA I mg I _Mg.. DE BREAK .x. Kg le P_ LANTING AREA tiN a PLANTING AREA ` ;'!�•TF S�tEFT 10 CURB , E . - i CURB FACE 1x 1200 mm ga j AORB SEE FIGURE 1, SHEET 8, THIS SECTION TYPE 5 rPARKWAY 1 aosVi a W 2x a 0 LI a O4 a Q Z a 4. '1220 mm) i 3 (1220.'m 915 mm) MIN PCC WALK �o 4 1 20 mm R Z v 3' 915 mm) MIN L.--�`• , A-. NS T 10 1 -_� r. F� °.. •PLANTING AREA 3.•„X <II' 0- CU cuWf FACE .'c IF PLANTING AREA IS NOT PA,V ADJACENT TO SIDE FLARE, USE "X° PER TABLE 2 FOR THAT FLARE cr TYPE 6 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 SHEET 3 OF 10 C 1.1 Z=X :11111111 [no Z=X 1 PSIIRT21 P1215 mm? Fe g R : ............... CC 0 iiii1:::::..rii3E:t AC 0 CL CL (....L.W., ,::::;;:ak' VAN JR CUR" 1. 4, r4°X11 8-..1 ' 'SHEET 10 CURB FACE/ 1.0. X (12204Mm)■ I 12 . ). C 1111 TYPE 1 2% ,Ifi- WY( # c." • & S:." 4 •t: .4- r ..h ...,,... 0 NOTE 2 \ Ilt 4Y a.. SHEET' 10 14. 4- CURB FACE ii e 417) TYPE 2 CASE B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 SHEET 4 OF 10 A SKEW ANGLE. o 4 SKEW ANGLE a=45' (1220 ) OFFSET OTHERWISE j SHEET 10 UNLESS OTHERWISE '` �_ ,I NOTED ON PLANS M . ., ..,. II, 4,Y MIN :: :=::. NOTE : ii: T 1e OFFSET, b --- ---7 CURB FACE X CASE C z z E^ EE 3._co SEE DETAIL OTE 8, a 7e) A, B, C, OR D SHEET 10 , K A I 3 2 SHEET 10 ii 55 MAX M PLANTING 111014 "u I:1�`• MIN AREA _ r�.�tl P► X=4' (1220 mm) IF ADJACENT TO CURB PLANTING AREA, CURB FA« OTHEWISE SEE TABLE 1 TYPE 1 f+ Y z 3' (915mml �x MIN I E^ SEE DETAIL A. B. C D� E E g A t.... 8.33. f t 3 NOTE 8, 5 SHEET 10 t \see"), ;it.ir) a CURfT NOTE 2. CURB FACE/ SHEET 10 TYPE 2 CASE D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 SHEET 5 OF 10 S MASirr GRADE BREAK 4' 1220 mm) I �,i 3' (915 mm) MIN M � X �--....f s E A OR B LE N < MARKED o N CROSSWALK v b,t —" X AX r /___ < 4' 1220 mm ' Y «j 3' 915 mm) i�l %.all AREA moil ............ NOTE 2, SHEET 10 — CUR: A OR a 'I NOTE 8, SHEET 10 CURB FACE X=4' (1220 mm) r 4 X WHEN ADJACENT (1220 mm) TO PLANTING AREA x �, MARKED CROSSWALK TYPE 1 S Tar x N x E 0 o cAr S FOR 1-ii A 5 MAX CROSSWALK C NOTE 2, SHEET 10 p... Z=X "7°7 a� II 3' 915 m 1....,. ... / 33 m ff! MIN :: :: IF ti• - „/ e-*ADE BREAK r.. CURB FACE 0 mm NOTE 8, SHEET 10 iti=cz in m MARKED CROSSWALK TYPE 2 CASE E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 SHEET 6 OF 10 SEE NOTE 6 ., PARKWAY SHEET 10 R Y 4' 1220 mm 95 mm EXIS ROUNI ai TOP OF I ROADWAY EDGE RAMP ~ 3s moy, -.-2% 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. SHEET 10' R Y 4' 1220 mm EXISTING ROUNDED TOP OF ROADWAY �� RAMP/ DEPRESS BACK OF WALK 5`*A 4X = } SEE DETAIL A, B, C OR D, . � � *aj i SHEET 10. A2-0 CURB AND GUTTED'' '� SECTION B-B SEE NOTE 6 PARKWAY SHEET 10?__.H EXISTING Y ROADWAY L .\ DEPRESS BACK OF WALK _ .� SEE DETAIL A, B, C OR D, �.2% MAX I SHEET 10. ..--A-0 CURB AND R i SECTION C-C r z 4' Z j 1220 mmJl S DEPRESS BACK OF WALK l A '> s-e5C-WELALK SECTION R-R �—T-z OR LESS Z 4' c ` 4, Z r t1220 mmJ, 1 f 1220 mm E 2-,, BACK OF WALK to PCC SIDEWALK SECTION S-S STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAND'S PLAN CURB RAMP 111-4 SHEET 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) (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) E "50) N 3" (75) v 4" (100) v � SECTION A-A Z 5" (125)--V {� LANDING = 4' (1220 mm) --�'— U 6' (150)-�-Z + u_ 7" (175)--U , 8" (200) N C) 9" (225) SECTION :-B i < to (250) CALCULATE Z DIMENSION PER FORMULA BELOW 0 11" (275) Z 12" (300) 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' (1200) MIN 2.63' (790) L = LANDING NTH, 4' (1220 mm) TYP, 3' (915 mm) MIN 3" (75) 4.00' (1200) MIN 3.95' (1185) Z = [(Y+L)-W] x 0.760 4" (100) 4.00' (1200) 5.26' (1580) (Y+L) < W, THEN Z = 0 IF 5" (125) 5.00' (1500) 6.58' (1975) 6" (150) 6.00' (1800) 7.90' (2370) TABLE 1 SHOWS X FOR A FLARE SLOPE OF 8.33% AT 7" (175) 7.00' (2100) 9.21' (2765) THE CURB FACE. IF L IS 4' (1220 mm) OR MORE, X MAY BE MULTIPLIED BY 0.833 FORA MAXIMUM FLARE 8" (200) 8.00' (2400) 10.53' (3160) SLOPE OF 10% AT THE CURB FACE. 9" (225) 9.00' (2700) 11.84' (3555) 10" (250) 10.00' (3000) 13.16' (3950) 11" (275) 11.00' (3300) 14.47' (4340) 12" (300) 12.00' (3600) 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% - 2% WALK CROSS SLOPE) STANDARD PLANS FOR PUBUC WORKS STANDARD PLAN CURB RAMP _4 SHEET 8 CF 10 4' 0220 mm) 3' 915 mm) MIN Z.DOWN Z.UP GRADE BREAK T T CURB/ / GUTTER X.DOWN CURB FACE SLOPE, S 4' (1220 mm) TYPICAL CURB RAMP hx.DONt X.UP 1 BACK OF WALK S- 41%1111111111 GUTTER FLOW UNE SECTION T-T 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 0% 1.000 1.000 0.2% 0.977 1.025 0.5% 0.943 1.064 1% 0.893 1.136 2X 0.806 1.316 3% 0.735 1.563 4X 0.676 1.923 5% 0.625 2.500 TABLE 2 - SLOPE ADJUSTMENTS, TABLE 2 REFERENCE FORMULAS: K.DOWN = 8.333% / (8.333% + S) K.UP = 8.333% / (8.333% - S) STREET SLOPE ADJUSTMENTS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 SHEET 9 OF 10 12" 305 mm E ® ® ® ® ,— 3/4" 0 ® ® ® ® " 19 m) y `� ® ® ® ® (23 9mm)I 1 �n O SINGLE 1/4" -- 1/4` ® ® 5 ® PATTERN "TRUNCATED DOME" (6 mm) (6 mm) I (2.35" (60 mm) GROOVING DETAIL DETECTABLE WARNING DETAIL CONSTRUCT FENCE OR HANDRAIL z PER CONTRACT PLANS --.� 0 6" (150 mm) PAVED SURFACE RETAINING CURB (PAVED SURFACE 1111 i 01V°14". DETAIL A DETAIL B GRADED 6" (150 mm) SLOPE 2:1 MAX NPAVED SURFACE RETAINING CURB- II UNPAVED 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 BROOMED 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. 7. ANGLE _ '/2 UNLESS OTHERWISE SHOWN ON PLAN. 8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 SHEET 10 OF 10 iff CURB DOWEL. (TVP _ \� �' 100 mm) R 1 --I li /-CENTER SUPPORT FGRAOR MULTIPLE „ TES /4 O 12' (#13M •300 mm IP r ,,,,,,, go. E t150 mnl') } (111 Ali g .14 FLOW LINE DOWEL DETAIL STEPS A tir,....::„....z....„ JA \LOCATION TIE uCNQERMJG i i i I N , i L .1l I GRATE A PLAN STRUCTURAL DATA % WALL AND SLAB DIMENSIONS AND at�y FACE PLATE STREET GUTTER OR REINFORCEMENT REQUIREMENTS t3 ASSEMBLY SURFAACE RESSION E 2-1 1/2• (648 mm) NO. OF MAXIMUM t REINFORCEMENT FOR tt E 1/4" (5 mm 1/4 (5 mm) R GRATES V WALLS AND SLABS -4..... i-2 4' (1.2 m) 8'(150 mm) 1 1 GR n 1-2 8' (2.4 m) 8"(200 mm) NOT REQUIRED E "'---E g T� 1-2 10' (3.0 m) 10'(250 mm) 1-2 12' (3.5 m) 10'(250 mm) REQUIRED el o o G 0 004M- -44111111.111111. ... 1 1 E E CENTER SUP- > 3-4 4' (1.2 m) 6'(150 mm) NOT REQUIRED N�10 m+a • iY s 4 PORT FOR 3-4 r (2.0 m) 8'(200 mm) CRATES 3-4 8' (2.4 m) 81200 mm) low 3"(75 : 1 3-4 12' (3.5 m) 10'(250 mm) OPTIONAL I 5-6 4 (1.2 m) 6'(150 mm) NOT REQUIRED SUBGRADE ( 5-6 6' (1.8 10 8'(200 mm) IL I 5-6 8' (2.4 m) 8'(200 mm) t t 34' (864 mm)t 5-6 12' (3.5 m) 10'(250 mm) —OPTIONAL R GHENED CONNECTOR PIPE > 6 4' (1.2 m) 6'(150 mm) REQUIRED JOINT TVPT BASIN CONNECTION > 6 8' (2.4 m) 8'(200 mm) SECTION A-A > 6 12' (3.5 m) 101250 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB OPENING CATC BASIN STANDARD PLAN "'ROMS ST, "' 302 3 PUBLIC EENDI', WITH GRATING S - 1sv 1>12 i..e, STANDARD SPEC CAT Fdk CONSTRUCTION SHEET 1 OF 2 NOTES: 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE UMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOUTHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOUTHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1" (25 mm) DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING. 3. ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT PLAN. 4. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8%, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 5. DIMENSIONS: V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5' (1.35 m). VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 4, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12" (300 mm). VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PLANS. H = NOTED ON THE PROJECT PLANS. W = 2'-11 3/8" (900 mm) FOR ONE GRATING; ADD 3'-5 3/8" (1051 mm) FOR EACH ADDITIONAL GRATING. A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERUNE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 6. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERUNE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3 80 mm) PIPE EMBEDMENT, ALL AROUND WITHIN THE CATCH BASIN WALL. AND 3 (75 mm) RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS, A MONOUTHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE A IS LESS THAN 70' OR GREATER THAN 110 OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOUTHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED ON THE FRONT WALL AT THE CENTERUNE OF THE DOWNSTREAM GRATING. STEPS SHALL BE SPACED 12" (300 mm) APART. THE TOP STEP SHALL BE 7" (175 mm) BELOW 5E TOP F THE GRATING AND PROJECT 2 1/2" (65 mm). ALL OTHER STEPS SHALL BE 8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' (2.1 m) ON CENTER (MAXIMUM) ALONG THE BACKWALL 9. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 308 MONOUTHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 311 FRAME AND GRATING FOR CATCH BASINS 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURS OPENING CATCH BASIN 302-3 WITH GRATING ; ,) SHEET 2 OF 2 TOP SLAB REINFORCEMENT FACE PLATE ASSEMBLY (SEE CATCH BASIN STANDARD PLAN) = a + 1 pp (i1 M, REAR WALL Dic r U� - f rm) E BARS G BARS II � C BARS Y E E IR i D BARS > n E E 2" CL 1 F BARS 2" CLEtit 1,3 `mn, E (50 mm r B BARS (50 mm) t le X n t o:•IP) N .fil Tf •.., X 1 .a. r FRONT WALL x 3 3- BOTTOM SLAB (MIN) 3 , TYPICAL REINFORCEMENT DETAILS MAX. MAX. tf X. 8 W BARS BARS BARS BARS BARS BARS 3.5' 8' 6' 6" — — (1 m)(2.4m)(150 mmX150 mm\ (1•m)(3.5m) (200 mrnx 00 mm; — - — (2 m)(1.8m)(150 mmX150 mm) — — — — 7' 12' 8" 8" m)(3.5m) (200 mmX200 mm; — — — — 14' 4' 6" 6' 13M 4i-am" 300 mm)(1314 450 mm) (4 m) (1.2m)(150 mmX150 mm) #�4 /'► 14' m) (2.4m)(150 mmX200 mm; — (131400300 mm)(1314 O 450 mm) — 14' 12' 8' 10' 13114 0 150 mm) (1314 0450 mm) — — — (4 m) (3.5 mx200 mmx250 mm) "- 28' 4' 6' 6' O 24' -- (11 O 450 mm) '- (9 m) (1.2m)(150 mmX150 mm)(1314 O 600 min; 28' 5' 6' 8" 14 O 24' — #4 O 18' ) — (9 m)(1.5m)(150 mmx200 mm;(1314 0600 mm� 13M O 450 mm » #4 0 18' (9•m)(11.8m)(150 mmy(2000 mm`i (13: 480 nan; — — — 1314 O 450 mm) — 0 18' (9 m)(21m)(200 mm)(2000 mm)(1314 0 425 mm) — 1314 0 450 mm) — 450 mm} • (9 m)(2.4m)(200 mm�00 mm; Ml 1r5 �� — ,' - 28' 9' 8" 10» (40 15' — — — #4 0 18' — (9 m) (2.7mx200 mmx250 mm) (134 •375 mm) (1314 O 450 mm) 28' 10' 8" 0" •12' 14 18"" mm) (9 m)(lam)i(200 mm 250 mm) (131A •300 mm) 28' 11' 8' 10` 0 15` O 10' O 18' O 18' (9 m) (3.3m) (200 mmx250 mm) (1814 0 375 mm) (13: O 250 mm)(1314 O 150 mm} 314 O 450 mm) 28' m)(3 5m) (;00 mm(250 mm) [131 450 mm) —" (1314 0250 mm)15143:084'50 mm}1314 450 mm) FOR W > 28' (9 m) OR B > 4' (1200 mm) SEE PLANS CURB OPENING CATCH BASIN REINFORCEMENT, STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROMULGATED ItiCATCH BASIN REINFORCEMENT �� 309-2 num Mt sOoe,20011 USE MATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 h E E ►M ccc==m:a > si F 50 mm) �,. G BARS G BARS 2" M ',� (50 mm-"'' A Lim irramit .1E E • G BARS E .- i7 m TYPICAL REINFORCEMENT DETAILS. V SIDE AND END t WALL STEEL MAX G BARS 4' (1.2 m) 6" (150 mm) f4 0 10" (g13M 0 250 mm) 8' (2.4 m) 8" (200 mm) #4 0 6" (#13M 0 150 mm) 12' (3.5 m) 10' (250 mm) #5 0 6" ( 16M • 150 mm) FOR V > 12' (3.5 m) SEE PLANS GRATING CATCH BASIN REINFORCEMENT NOTE UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURB OPENINGS AND GRATING CATCH BASINS SHALL TERMINATE 2" (50 mm) FROM FACE OF CONCRETE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CATCH BASIN REINFORCEMENT 309-2 SHEET 2 OF 2 SUPPORT BOLT AND FACE PLATE 4 1 /2" (120 mm) TOP SLAB CURB LINE 7" 180 mm 3-t4 (13M) BARS x (W + 6" (150 mm)) 1/4" (5 mm) R IN ADDITION TO REINFORCING E STEEL PER APPLICABLE CATCH 1 +1 4"mm 7 8• E BASIN STANDARD PLAN FACE PLATE �r ! l8p C 4 0 s '.it ' „CV f�0 ! •••4.4 " �s •."'•. ° • '. .-N .El" 65'30' J w .4P��t, . } •. 0 ' . • .-a e' IA) 11/16" 0l "s ' �•.�_-_ - -V--- a a (20 mm eli44A� .,j4 ti •4, ° . . • a • • . RADIUS • g 133 j k-♦',� (30 mm) Pj"' E HEX. NUTS ! `� le'i- F 1 1/8" (30 mm) alj 1/4" (5 mm HOLE IN PLATE Nt RADIUS — cif / 3/8" (10 mm) 0 COUNTERSINK-1" (25 mm) OC ON SUPPORT BOLT FOR SET SCREW. NONE REQUIRED FOR CF LESS THAN 7" (180 mm). THREE REQUIRED ■ FOR 7" (180 mm CF. ADD ONE COUNTERSINK FOR e . EACH 1" (25 mm) OF CF MORE THAN 7" (180 mm). • °• ' 1" (25 mm) SUPPORT BOLT o ..i • LENGTH = CF + 6" (150 mm) •' •' °.g. 1I A=18' FOR CURB BATTER LESS THAN 2:12 I • • " =9' FOR CURB BATTER 2:12 THRU 4:12 °.�.. .• .e " =AS SHOWN ON PLANS FOR ALL OTHER o .°• CURB BATTER [ T I SECTION LOCATE WELDS IN 2"x3" (50 x 75 mm) LONGER SPAN OPENING FOR CONCRETE 5/16" x 10" SEGMENT PLACEMENT INTERIOR FACE OF CATCH (8 x 254 mm (3 EA BASIN END WALL FACE PLATE FACE PLATE 1/4" V 2" (6 mm)(50 mm) .` 3/4"0 / -� -•+- (20 mmO) �/ ` � E N HOLE 11 *- 1 3/4" •r+. w 1/2" E ti` t - __4-- (20 mm)414 `5/8 x1 1/2 e E 12" ! _ • E SQUARE �tl. (16 x 38 m ► 1 E E 300 ,) -- E HOLES 4.= CARRIAGE r. i "0 11 BOLTS AND I ____ i °f _.___�__ ! S •r► i HEX. NUTS .-- -4 co E rl M �- 6"x3/8"x8" II I ENDS (160 x 10 x 200 mm) " ,. " NCHOR SPLICE PLATE Arm (100 mm (50 mm JOINT 50 mm) END DETAIL SPLICE DETAIL STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION '"ONULSA D"'"` ATCH BASIN FACE PLATE ASSEMBLY STANDARD PLAN MUG WAND/1M INC.Me °'x`"°°111.4' AND PROTECTION BAR 310-3 NEV.,••L 4004 4006 USE WITH STANDARD SPECIFICAWN5 FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 6 i SUPPORT BOLT AND FACE PLATE 150 mm (6") TOP SLAB CURB LINE 10 1/2" (265 mm) SURFACE COURSE TO BE 6" (150 mm) IDENTICAL WITH ADJOINING 1 1 " w SPECIAL SIDEWALK AS SHOWN 011IV , ,, 0. •,,, , •,, ,,,,,,,07,FACE PLATE (� mm 3 i (5 mm) R PLANS w 1 r (75 mm ' to E W I t6, • : '„:.•„; „ • ; • 00,13 • /1 E A- L-2 co 51 65'30' 1 .,.♦�1�I• • .-• �'0, 16 '° I .• • p r :• .` E .t'.° .►.• ° ; w •< ( r^ .lj� •� in. ; O• •°.1 n • r-. • C ••• RADIUS 1�; i _-a_s:t...... • .• B •° • .. qtr ( •1 1/4" • • , -, <-/ t i (30 mm) m _�1 q 1 t .° 1 . -, O • , • ° • • NOTE: " FOR DETAILS NOT SHOWN, SEE SHEET 1. •��t,• . .' SECTION I T 3"x3" (80 x 80 mm) LOCATE WELDS IN OPENING FOR CONCRETE LONGER SPAN PLACEMENT 5/16" x 13 11/16" SEGMENT INTERIOR FACE OF CATCH (8 x 348 mm) (4 EA BASIN END WALL FACE PLATE FACE PLATE :4- V T mm) (50 mru) �`, 3/4"0 ( 20 mm0) 0, e m E N �" �� 300 mm�t r HOLE 'iM, ..► ►,�v ® E 3/4" i; N in (20 mm tit �•-'"- ,1� 5/8"x1 1/2" i SQUARE %;_ 1 --.-E � c— (16x38 mn) _�-' E a E r• HOLES \j�0 CARRIAGE oo E ti t N E 0 0 too �1,� BOLTS AND ..i :,n In "�_ +• • -; HEX. NUTS r• t� �*7-'. �'� it • TI 4 i E -r- i, ANCHOR—\ • I •r I r- c03 E in p 9"x3/8"x8" t \ANCH{]li END ANCHOR 4" (230 x 10 x 200ptmm) _ SPLICE PLATE w , END DETAIL (5o mm)�� -JOINT 50 mm SPLICE DETAIL STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN IT 1 BASIN FACE PLATE ASSEMBLY AND PROTECTION B 310 ' 3 SHEET2OF6 FACE PLATE ANCHORS E E 363 V <T 8" (200 mm) o : r) mm) " _ ♦` ' • a-.� ........0.. . . .' ,• ° � : ; i: " I ► • °_ • o �-. • ' .• ^ .rte • o ► .4,4, - " ► • -..0•,..• S`� 800" ` = E jtj \\ el 1/2" (13 mm) 0 STEEL ANCHORS, MAX 21" (525 mm) OC ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN HOOK ANCHOR — 4 1/2" (120 mm) TOP SLAB E J ft 3J8— V \ E o (10 mm) _ . - . a •, f : If..m. .". ' • a-v.; - • ••„ • e-,41-. - ....r- ♦ _ •,• w / 414,4„ 1.0 • .. a 4r7:1;* .*.°: ',:. V ..es.• ro- s Js :4 air - E • - ; • '.v • . • a 38, 4147 r°- t ',tom 1/2" (13 mm)0 x B" (200 mm) STEEL ANCHORS MAX 15" (375 mm) OC ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN ROUND HEAD ANCHOR — 4 1/2" (120 mm) TOP SLAB, OA.ii►- •o" •• o.. N �// .... °�` *� N WO. !♦♦♦ '- t8o t 8' "I 440., 4107 .1 " : .. •,0 • B" 200 mm. • °- 1�♦ ► • - , • 6 mm �• mm !!•I♦7► ,�f '.... ,, • ; I� " :o ,-%%.'0 MAX 21" (525 mm) OC 7 ♦�►si • " ALTERNATE UPPER AND LOWER 1 E ANCHORS AS SHOWN ;, E Nvv '1 HOOK ANCHOR — 6" (150 mm) TOP SLAB STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ICATCH BASSI FACE PLATE ASSEMBLY AND PROTECTION B 310-3 MEET 3OF6 PROTECTION BAR AND SUPPORT BOLT(S) WITH ADJUSTABLE STIRRUP(S) - (TYPE A) END ANCHOR WITH SUPPORT BOLT WITH 3/4" (20 mm) DIA COUPLING AND SET FACE PLATE ADJUSTABLE STIRRUP PROTECTION BAR SCREW 1 (TYPICAL) END ANCHOR III II11i.t { 1I Ii DOWNSTREAM I. i W -a ELEVATION END OF BASIN STANDARD FLATTEN BOTH ANCHOR ENDS TO PREVENT TURNING 3/4" (20 mm) DRILL AND TAP HOLE AND INSTALL STEEL PI• 3/8" (10 mm)—NC x 1/2" (13 mm) o ET SET SCREW w/ 3/f 6" (5 mm_, R CESSED HEX HOLE " ._! ' Q m1 Lo; - A4 , m CIT t -� W ' 1 . 5" N -� t r ` DRILL (130 mm (130 mm - t 1/2" 13 mm) H H. PROTECTION BAR t 1\, 1/4" (6 mm) DEEP STD 3/4" (20 mm) STEEL COUPLING - • TO FIT SNUG OVER ENTIRE LENGTH • (3/4" (20 mm) NPS THREAD) ; •°- • END ANCHOR DETAIL DOUBLE PROTECTION BAR DETAIL 1 . 4' O .. ,� „ • O • • 1 1/16" i ---.. .II . (27 mm 6 mm) fib ! ♦ a ��.� i I . 1f `� i - E U ��uu i E Q �' t 01111_ i r l . E o` <t / SUPPORT ► I to on •. BOLT 24 mm) I ` I c� �t 1/8" (3 mm) R 41ISOR Mil 32 mm (TYPICAL) PROTECTION wir t�� 1/2" (13 mm) DI BAR / 1 ADJUSTABLE E 3/8" t STIRRUP E ,1'I (10 mm�` E ■ i tt l \v�.4 r E tt m IVA 3/08" • ,ffwn .. ■ t DRILL AND TAP HOLE AND INSTALL " ; - • t 3/8" (10 mm)—NC x 1/2" (13 mm) • - 1 • SOCKET SET SCREW WITH 3/16" (5 mm) e r". i '�,:*. RECESSED HEX HOLE -, * • „ ... o STIRRUP DETAIL PROTECTION BAR $c STIRRUP LOCATION. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN ICATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION B 310-3 SKEET 4 OF 6 PROTECTION BAR AND SUPPORT BOLT(S) WITH, FIXED STIRRUP(S) - (TYPE B SUPPORT BOLT AND 3/4" (20 mm) 0 PROTECTION FIXED STIRRUP (T1fP) /2"PIING (NPT)IPE (2 END (1/2"SECTIONS MIN) THREADED 1/2" (13 mm) (13 mm) PIPE CAP FACE PLATE (NP EYE BOLT EYE BOLT i(NPT)t P CAP NA • '1-" 1 411 .r.r- " 1" �25 mm) • (25 m ) gr (150 mm)' IN " (0 mm) W/2t 6(150 min) r 4 w ELEVATION FACE PLATE FACE PLATE• • F �� '.� •` t : "- _ °• f!/rte • � .. ` r k ; /7, :7 TYP r 1/ `��` �l (6 mm) t // 1 1/E8" (30 mm) `` t'rrr HOLE m/ / /t O° 5/8" (16 mm) t t s' EYE BOLT :. *!. / X16 �►m) 01 li>> WITH HEX NUTS r 1141 X11` R=5/8" (16 mm �/ / i ,1 / 1/2L (13 mm) DIA / / PROTECTION PROTECTION BAR FIX STIRRUP / / BAR °=5/8" (16 mm) '/ //; 'SUPPORT I • J r / / BOLT / t • : , / / : ' • /4. :b° • . ' • °.I .° /� o .• +Wit a.EYE BOLT DETAIL STIRRUP DETAIL STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 21 O-3 kATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAF1 SHEET 5 OF 6 NOTES: GENERAL 1. ALL PARTS SHALL BE STEEL, EXCEPT SET SCREWS, WHICH SHALL BE STAINLESS STEEL OR BRASS. 2. EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION. 3. CURB FACE SHALL BE AS NOTED ON THE PLANS. 4. CURB BATTER SHALL BE 3:12 UNLESS OTHERWISE SPECIFIED. FACE PLATE 5. FACE PLATE LENGTHS SHALL BE CATCH BASIN W PLUS 12" (300 mm) EXCEPT AS MODIFIED FOR "A" CURB OPENING CATCH BASIN AT DRIVEWAY. 6. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 22' (6.5 m) AND 43' (13 m), TWO SECTIONS MAY BE USED. WHEN THE LENGTH EXCEEDS 43' (13 m). THREE SECTIONS MAY BE USED. SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPUCE DETAIL SPUCE SHALL BE PLACED 1' (300 mm) FROM A SUPPORT BOLT. 7. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH FOR THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE CURVE SHALL NOT EXCEED 1" (25 mm). WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD LENGTHS SHALL BE EQUAL CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL BE PLACED 1' (300 mm) FROM THE SPUCE. 8. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H-4F SHEAR CONNECTOR, KSN WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL SUPPORT BOLT 9. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING IS 7' (2 m) OR GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE LESS THAN 3'-6" (1 m) ON CENTER NOR GREATER THAN 5' (1.5 m) ON CENTER. STIRRUP 10. FOR TYPE A, MATERIAL SHALL BE CAST STEEL. PROTECTION BAR 11. TYPE A SHALL BE USED UNLESS OTHERWISE SPECIFIED. 12. FOR TYPE A, THE BAR SHALL BE CUT TO AT IN THE FIELD. WHEN "W" IS OVER 21' (6 m), THE PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN THE PROTECTION BAR PIECES SHALL CONSIST OF A 5" (125 mm) LENGTH OF STANDARD 3/4" (20 mm) PIPE WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLED AND TAPPED FOR A SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR. 13. FOR TYPE B, THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDED STIRRUP ON EACH SUPPORT BOLT ARE REQUIRED. 14. NUMBER OF PROTECTION BARS AND LOCATIONS ARE AS FOLLOWS: MAXIMUM CURB FACE, INCHES (mm) 6" 7" 8" 9" 10" 11" 12" 13" 14" 15" 16" 17" 18" (150) (175) (200) (225) (250) (275) (300) (325) (350) (375) (400) (425) (450) 0:12 0 p 3.5" . 3.5" 4.5" 4.5" 4.5" 5.5" 3.5" 3.5" 4.5" 4.5" 4.5" (90) (90) (115) (115) (115) (140) (90) (90) (115) (115) (115) 1:12 0 0 3.5" 3.5" 4.5" 4.5" 4.5" 5.5" 3.5" 3.5" 4.5" 4.5" 5.5" z talz (90) (90) (115) (115) (115) (140) (90) (90) (115) (115) (140) o m 2.12 0 0 3.5" 3.5" 4.5" 4.5" 5.5" 3.5 3.5" 4.5" 4.5" 5.5" 5.5" (90) (90) (115) (115) (140) (90) (90) (115) (115) (140) (140) 5 v 3:12 0 0 3.5" 3.5" 4.5" 4.5" 5.5" 3.5" 4.5" 4.5" 5.5" 5.5" 4.5" (90) (90) (115) (115) (14.0) (90) (115) (115) (140) (140) (115) N 4:12 0 3.5" 3.5" 4.5" 4.5" 5.5" � 3.5" 4.5" 4.5" 5.5" 4.5" 4.5" (90) (90) (115) (115) (140) (90) (90) (115) (115) (140) (115) (115) 0 1 2* 3* NUMBER OF PROTECTION BARS FOR OTHER CURB FACE OR BATTER SEE PLANS * TYPE A PROTECTION BAR ONLY STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BP 310-3 SHEET 6 OF 6 1 3/4" 6-40-350 34AND ON a V (45 mm) THAT SPACES '+ E i FRAME TER A:sa b 1&5 mm i �E• .. 3 1 �` NUTS TIGHT N (� ) roi A I its mm) .) 138.0 ---- O al v lj � '. .... 4.. ..... ..... Ein ,------_ _ -__ I 4 1•111■I X IIMINNIM 40• X N ___ - �X --_-- ..ter � .�i • g 4 X _ -- _ _. - a(5 mm) Y 64 mm) 4• 01 aiii4 L 3 1/2'x3'x3/8"x40 3/6" (TIP) (L 88 x 75 x 10 x 1026 mm) (TYP) 1/Yxe' N3 mmx2oo mm) 80LTS PLAN 1A1TH NUTS AT CORNER OF BASIN SECTION A—A 41 3 •' 1061 mm 40 3 1026 enen 3 4 I 1 1 4' SPACERS i INTERIOR \ 360 tr 3p 4 Iii= ) E .._ S 117e LS ANDARD 13 mm(1/2") PIPE rjr-I ST INTERIOR SPACERS (75 ^�^^) �� SECTION B—B i (��/4 o E 4�— �� ,�^ f ^-. , 111111 _ _ 1111 I I I 11 , _� •a 16mm) 1 11111111! ill 1 111111111 1 1 1111111 1 111 111111111 1 O ,, C j j[ ( it .E.NE d' i 1 ! $ ! 111 1111111�III 1111 111�111�1111i111111�1 1 1/4' `(6 ) R w 4--a III 111111 ,� a C r-- _ PLAN t o � 1 2' 13 rmn 1 (1/2') R (rip) �� ( ) END SPACERS -k �-- r x18 9 L (M M 5127x28. L ELEVATION CENTER SUPPORT ASSEMBLY SECTION C—C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION FRAME AND GRATING FOR STANDARD PLAN "�""`"ST° DAR 311 3 °'"" WWII�"'m CATCH BASINS NEV.CND. ....2000 - U E J H NeDARD d+ECI ATIOHS F0111410 IIMNIKS c ARIEET 1 OF 2 NOTES: 1. ALL PARTS SHALL BE STEEL. EXCEPT THAT END SPACERS MAY BE CAST IRON. 2. ALL PARTS SHALL BE GALVANIZED AFTER FABRICATION, EXCEPT THAT GRATINGS SHALL BE ASSEMBLED AFTER COMPONENT PARTS ARE GALVANIZED. 3. ALL DIMENSIONS ARE FINISHED DIMENSIONS AND INCLUDE GALVANIZING. 4. ALL BOLT HOLES SHALL BE 5/8" (18 mm) DIAMETER. 5. ALL THREADS SHALL BE NATIONAL COARSE SERIES (NC). 6. CENTER SUPPORT ASSEMBLY REQUIRED WHEN TWO OR MORE GRATINGS ARE SPECIFIED ON PLANS. L = 64" (1626 mm) FOR CURB OPENING CATCH BASIN WITH GRATINGS) AND DEBRIS SKIMMER (SPPWC 301). L = 44" (1118 mm) FOR CURB OPENING CATCH BASIN WITH GRATING(S) (SPPWC 320.) L = 36" (914 mm) FOR CURBSIDE GRATING CATCH BASIN (SPPWC 303). L = 36" (914 mm) FOR GRATING CATCH BASIN-ALLEY (LONGITUDINAL) (SPPWC 304). STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN FRAME AND GRATING FOR CATCH BASINS 311-3 SHEET 2 OF 2 rIII►A CASE A r----1 CURB OPENING I WD I CATCH BASIN PLAN 2' 600 mm r 1 B WH N ( GUTTER I I r CURB FACE == POINT Al POINT B) , POINT SiPOINT D/ POINT E � C, � we POINT F 1 AA B POINT G N K i...�. L N -- ( -0-°— -- FLOW I OPEN I POINT 0 PROFILE FILE POINT A POINT B POINT C CATTCCH BAASIING PLAN CASE B i i ,i•- -_ POINT A POINT B POINT POINT C 4'. _ POINTE �� y Lv -'- POINT F 1 POINT G N L L N FLOW I I FLOW — OPEN POINT POINT A POINT B PROFILE POINT C i" t I`x E E ii + E E a- s ea 1 q-i IN • SECTION A—A SECTION B—B SECTION C—C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PaowuAAir sr ac "`- LOCAL DEPRESSIONS AT CATCH BASINS 313 3 11164 NEV. ,sse, uoa 2000 USE I1H STANDARD sPE ¢I 19NS FOR PYR49 WORKS CON ZION IHEET 1 of 4 ��C W D CASE C CURB—SIDE D ~'" CURB—OPENING PLAN GRATING .*-- 1/CATCH BASIN w/ CATCH BASIN GRATING = I =_ POINT Al POINT B'" I' D'r POINT E ( POINT C — S 2- MI (AXCE SIRS' AilEV TO MADE NI POINT F L .c 7" POINT G _1 ` N L L N . . 1-iD - -- I GRATE I OPEN I L POINT —— POINT A _____ t PROFILE POINT B POINT C romimo CASED r ,CURB OPENING PLAN I WD CATCH BASIN 1 1 — POINT At POINT B POINT Cif s)k_ POINT D� _ POINT E GRATING MANHOLE �F11 do DEBRIS —I IN STREET * rQp SKIMMER r POINT F STRAIGHT GRADE 1 LLPOINT G N _ K ' YALLEY L N D GRATE OR MANHOLE 1 i I i 1 OPEN POINT D POINT A PROFILE POINT B POINT C W U 2 g + GRATING ` . E ° MANHOLE ? pr�.yy ■ —0, aI >l >1 . . • • 1 - I - ad SECTION D-D SECTION E-E STANDARD PLANS FOR PUBUC WORKS CONSTRUCTION STANDARD PLAN LOCAL DEPRESSIONS AT CATCH BASINS 313-3 SHEET r 1 CURB OPENING CASE E I D �----------1 CATCH BASIN re..0 1 I - PLAN 1_...win&PPP"-- POINP P I --- POINT C POINT E L"p►C STRAIGHT GRADE 4 VALLEY I K K CASE F WD r� PLAN CURB—SIDE 1 1 CURB—OPENING STRAIGHT GRADE GRATING CATCH BASIN w/ STRAIGHT GRADE VALLEY CATCH BASIN GRATING VALLEY 444 pk----------poINT g L:EJTC POINT P POINT R Le ( imm.0 K K C CASE G U�R OPENING PLAN I— —I CATCH BASIN VALLEY ALLEY GRADE WD I STRAIGHT GRADE VALLEY __ pi, Lt.4= POINT C —Nor POINT B MA NHOLE —--- PQINT E - -: IN STREET POINT P POINT S I �C K I GRATING K & DEBRIS SKIMMER __ OPEN POINT B (CASE F AND G) POINT C (CASE E AND G PROFILE POINT B (CASE E) POINT C (CASE F CASF9I • F. G STANDARD PLANS FOR PUBLIC WORKS CONSTRUC11ON STANDARD PLAN LOCAL DEPRESSIONS AT CATCH BASINS SHEET 3 OF 4 NOTES: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2" (15 mm) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF NE ADJACENT CURB. AT POINTS B AND C, THE CURB FACE SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H. (SEE APPLICABLE CATCH BASIN STANDARD PLAN.) 3. IN EXISTING STREETS WHERE NO PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. - 4. IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H, H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS. G = 24" (600 mm) K = 5'-0" (1500 mm) L = 6'-0" (1800 mm) M = 4'-0" (1200 mm) N = 5'-0" (1500 mm) WD = CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN LOCAL DEPRESSIONS AT CATCH BASINS 313-3 (SHEET4OF 4 SIZE AND SPACING OF STEEL AS SHOWN ON PROJECT DRAWINGS, EXCEPT THAT 5 BARS ON EACH SIDE OF (#16M SHALL 100 mm)NOT SMALLER EQUIVALENT 4• 1 MI In A!.. • � i�\t _ p5 ) (#6M • 100 mm) 00 x 5'-0" L B OR A. ) ';' OR C IIi 4 _ 11241414 Alt`_ - OF SIZE7SHOWN FOR TRANSVERSE STEEL, BUT NOT SMALLER THAN 15Z 6M BARS. 01 WARP THESE BARS UNDER BARS THAT A HAVE BEEN CUT FOR SHAFT OPENING PLAN STREET GRADE CONCRETE RINGS (SHAFT NOT SHOWN) PER SPPWC 324 5"x 1" (125 mm x 25 mm) 7'-0" 21 m RING SEAT of-AN iriMileggi 111111111N .lo mil±igu III {125 a" E t E OMIT FILLET , 1-UNDER SHAFT W 7" 175 mm to SECTION A - A STEPS 1 FRAME AND COVEMANHOLE ER SPPWC 630 STREET GRADE SECTION C - C SEE NOTE 1 iiiiii.,■•olowiti s. ler mpg MANHOLE SHAFT PER 2 F SPPWC 324 w TABLE OF VALUES FOR M (SEE NOTE 1) �i N SECTION PAYED STREET UNPAVED STREET PI x SEAT 125 mm x 50 mm) MAX MIN MAX MIN PIPE SET I1irl� B — B — 2'-10 1/Y(867 mm) — S-5 (1060 mm) C — C 11" (282 mm) 8 1/2" (217 mm) 161410 mm) 15 (380 mm) 3'-0" Al AI II 1/1 Mirinitt OMIT FILLET , UNDER SHAFT 7" 175 mm STEPS --, SECTION B - B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PINNIULCAIED w ME MANHOLE - CONCRETE STANDARD PLAN PINNUIC MINKS WANDA=INC. 1111112 COMININE BOX STORM DRAIN 323-2 REV. 191111. ysE vim STAND D SPECIFIC/►TIONS FOR MAO CICIRKS CMSTRuVIOI SHEET 1 OF 2 NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2" (867 mm) FOR PAVED STREETS OR 3'-6" (1060 mm) FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C-C. 2. STATIONS OF MANHOLES SHOWN ON PLANS. APPLY AT CENTERLINE LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT. 3. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 (ASTM A 615M, GRADE 300), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 4. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TO 15" (375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" (600 mm) ABOVE THE INVERT. 5. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 6. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 7. WHERE A MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 326. 8. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 9. WHERE A PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 10. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 630 24" (600 mm) MANHOLE FRAME AND COVER 633 36" (900 mm) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE - CONCRETE 323-2 BOX STORM D N SHEET 2 OF 2 MANHOLE FRAME E FINISHED GRADE OR MANHOLE FRAME AND COVER PER E SPECIFIED ELEVATION AND COVER PER SPPWC 6 O SPPWC 630 E I° COLLAR, CLASS C MORTAR E ` • TD S . CONCRETE RINGS. 3" (7 mm • on 6' (150 mm' OR 16" (400 mm 1 111111•r ----rr IN THICKNESS, SEE NOTE 6 5< ( mm) R=2" -M ( i� WHEN POSSIBLE USE 4- M 4" 100 mm) R=2" (50 mm (50 ''r 4' 100 min 2 1/2"_(65 mm RINGS OR EQUIVALENT 18 'EY , 24 • (450 mm) MAXIMUM X24"( mml.IR 1," (150 mml E 3 q (610 mm SEE RING SECTION _ rir DIA Cj (E 3M) o m ' " (125 mm FOR JOINT DETAILS E ; -, "� HOOPS `.t M ,1. ' `�72REQUIRED COILS, S 3 ,�. , N 5" 125 mml 1�/�2 6 mm) 71E BARS, '? m --, Mr 6" 403 E �4 R QUIR�D m • 1 i,_iL M� E o ,_I 15/16" (24 mxn) E ECCENTRIC PRECAST "� N CONCRETE CONE E M VARIABLE LNNGTH PRECAST CONCRETES" (125 mm) ~',1.-_, SECTIONS. 6 150 mm MIN 3 1/8" (80 mm), I36" (900 mm I MIN FOR FOR OR" 100 mm) I 111 " MINIMUM DIA CONCRETE I 36" (900 mm) SPECIAL MH RCP E WITH A CIRCULAR CAGE AND E 50D (10000) MINOAUM r ANY STANDARD " (900 mm) I! „ PIPE END DIA I 5" (125 mm) 5" x2 " 125 mm x 50 mm) PIPE SEAT, VERTICAL SECTION CLASS C MORTAR OF PLAIN CONCRETE --4- ECCENTRIC MANHOLE SHAFT VERTICAL SECTION OF REINFORCED CONCRETE ECCENTRIC MANHOLE SHAFT �) F 1 Z" ( TH TWIDN1/4" rtL S REIN - 1 1/2' (38 mm) STEEL mm RINGS(SHALL BE REINFORCED 2 1/8° 5 3/4" (145 mm)� TH FOHOOP , TIED WITH NO. (54 mm)-� 4 GAM W RE 8" (200 mm) OC 1 4" 5 1 4' E (6 mm ` ;6 mm � 2"1(12;0(65 mm � f I 1 6mm � 8" 200mm) _ e I ^ I' 26 ) a INSIDE DIAMETER 24" (600 mm) I .r,It 1 1 4" 1 1 4" n E (32 mm t' (32 mm) m i4" 1 2 1/2" (64 mm) (6 mm (6 mm) 1 3/4" (44 mm) CROSS SECTION OF REINFORCED CONCRETE RING STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION MARX WOKS MD.t ME MANHOLE SHAFT WITH STANDARD PLAN SIMMARIM MC. °" '°°Il°°'""' ECCENTRIC REDUCER 324-2 M.M. INC zoo. La #1H iSiA IIMMICAMINS SS IVIRX WORIcS CONSTRIC110114.„ SHEET 1 OF 2 , NOTES 1. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO ASTM C 478M (ASTM C 478) AND ALL CONCRETE SHALL BE PER SSPWC 201-1.2. 2. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630. 3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT SHALL BE WIPED CLEAN OF EXCESS MORTAR. 4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER-APPROVED COATINGS WHERE REQUIRED BY THE PLANS SHALL BE IN ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS. 5. STEPS SHALL CONFORM TO SPPWC 635 OR 636. THE TOP STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TO 15" (375 mm) OC. 6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN CONCRETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS SHALL BE 6" (150 mm). 7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP. 8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF THE STORM DRAIN CONDUIT. 9. CONSTRUCT MANHOLE SAFETY LEDGE PER SPPWC 330 IF DEPTH OF MANHOLE TO INVERT IS GREATER THAN 20' (6 m) AND MANHOLE SHAFT IS GREATER THAN 10' (3 m). WHEN SAFETY LEDGE IS REQUIRED AND MANHOLE SHAFT IS LESS THAN 12' (4 m) SPPWC 326 MUST BE USED. 10. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 630 24" (600 mm) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ST rn C PLAN MANHOLE SHAFT WITH 324-2 ECCENTR C REDUCER SHEET 2 OF 2 COVER IDENTIFICATION 9 LIFT SLOT E + ' P 1/8" (3 mm) COVER IDENTIFICATION: "TRAFFIC SIGNAL" - TRAFFIC SIGNAL CIRCUITS, INCLUDING THOSE WITH STREET OR SIGN LIGHTING. E CLEAR "STREET LIGHTING" - CIRCUITS LESS THAN 600V. "STREET LIGHTING-HIGH VOLTAGE" - 600V OR MORE. ' ` "SPRINKLER CONTROL" - CIRCUITS LESS ,.../ THAN 50V. L. iXTENSION WHERE STREET LIGHTING BALLASTS NOTE: ARE REQUIRED BOXES SHALL BE PCC AND COVERS SHALL BE NON-BOLTDOWN TYPE UNLESS OTHERWISE NOTED. PULL DIMENSIONS (mm) BOX TYPE OUTSIDE COVER NO. A B C D 3 1/2 PCC 19" (485) 13" (330) 15" (380) 10" (255) 5 PCC 25" (635) 15" (380) 21 3/4" (550) 11 3/4" (300) 6 PCC 34" (865) 22" (560) 29 3/4" (755) 17 3/4" (450) 3 1/2 PLASTIC 16 3/8" (415) 11" (280) 15 3/8" (390) 10" (255) 5 PLASTIC 24" (610) 14 11/16"(375) 23" (584) 13 11/16"(350) 6 PLASTIC 31 1/2" (800) 18 5/8" (475) 30 1/2" (775) 17 3/4" (450) PCC APRON, 3" (75 mm) THICK AROUND -" (150 mm) PULL BOX. OMIT IF PULL BOX CONSTRUCTED WITHIN SIDEWALK III ii 3 "lo (75 mm IIIMM r 1" (25 mm) CRUSHED ROCK STREET LIGHT PULL BOX INSTALLATION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION P NOr�x.CA7Ea IY 11E STANDARD PLAN °A WINKS STANDS` PULL BOXES N 405-1 MP USE 11111111 STANDARD SPECW1 ARCNS FOR Pt$UC WORKS comymucwpw SHEET 1 OF 2 7 9/16" l, PCC APRON x;190 mm SLOT 7/8"x 2 1/2" PER STREET UGHT MACHINE SCREWS (22 x 60 mm) PULL BOX INSTALLATION 2» yi mm - — =:..... ,...:�.:.:: E (200 mm (50 mm E E., COVER ENTRIES CO 50 mm r 144 KNOCKOU -% ROCK CRUSHED .; — .�`�/��` GROUTED+,/��,: CONDUIT 29" �'�:��7/'= BOTTOM w/ •; (735 mm) •• •1, DRAIN HOLE;j/� 1/2" (13 mm) GALV STL ":` ' DIAMOND PLATE CRUSHED ROCK PER STREET LIGHT le 100 mm) PULL BOX INSTALLATION PCC NO. 5 PCC 4 PULL BOX 3" TRAFFIC SIGNAL _ _ (75 mm) PULL BOX INSTALLATION `�-./__/` 't�v�/�\ /\. CRUSHED ROCK ATTACH STL PLATE TO PCC COVER PER STREET LIGHT WITH 2 BRASS MACHINE SCREWS, PULL BOX INSTALLATION 1/4" (6 mm) 20 NC-2 FLAT HEAD, IN 1 1/4" (32 mm) HOLES w/ EXPANSION SHIELDS PCC APRON PER STREET LIGHT STEEL COVER INSTALLATION PULL BOX INSTALLATION W CONDUIT CRUSHED ROCK PER !� STREET LIGHT PULL BOX INSTALLATION E ••� .�'�``•�' •s' PVC OR RIGID STEEL In E *: //°0,'/per �� EXISTING CONDUIT•0C ir! `•>:�.. .� lii PVC OR RIGID STEEL SIZE OF COUPLER AND NEW CONDUIT CONDUIT COUPLER SHALL BE SAME AS EXISTING CONDUIT STREET LIGHT CONDUIT INTERCEPT STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PULL BOXES 405-1 SHEET 2 OF 2 , L SPEC")T u� EC'DT /6 (10 mm) 7 i ;Jr (i5mm) 138 Win) iiii 1" // A _ _ vv�,G -2/4151[Ne45; 1.- .11.- CJD�pQ ,y // - I i ‘k\ Jan �Y 1i I♦I�80QD� � ' ( 9 mm I r* %. 2" (50 mm) 7.5 r 5• 3/4" (20E mm) DIA 45' TOP OF COVER BOTTOM OF COVER R - 13-9/16" (344.5 mm) 25/32- _ 7 EQ SPACES AT 1-19/32" (40.5 mm) 19 32(15 mm) 3/16" (5 mm) R(Z0 mm I i 3/18" (5 mm) (25 mm ?�//�/��/�//4./ 11-irt/�4`'/��i/i�7 t`l L):WI,v.� .. ! �,�3 47/1. ./mm) I. ////1�� /r JH" 'rnm)I 3 4" (19 mm) 125 mm) 19 mm) 3-1/2` (89 mtr+) 7/8" (22 mm) SECTION A-A 3/16" (5 mst. /32" (4 mm) 1-3/8" (35 mm}. • (15 mm) (I" 1 /32" (4 mm) 4" (19 mm) 27-3/8" (695 mm) 1 r (38/mm) 8" (152 mm) / 3_3/4' / (9s mm) n I I. ,f �� 24 810 mm 3/4" (19 mm) 32-1/2" (826 mm) • 1 f 4-1/4" T f (108 mm) FRAME DETAIL SECTION THRU FRAME STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN ^ �w> 4" (610 mm) MANHOLE FRAM T D P pun= M'°"` 1r' AND COVER m v 1900.--- 1.M WITH STMEDARD A.SF4WWATKINS FOR PU5UC WORKS CONSS1RUCRON SHEET 1 OF 2 NOTES; 1. THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 35B. 2. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS, AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WIN INSTRUCTIONS FURNISHED BY THE AGENCY. THE LETTER "D" OR "S" SHALL BE APPROXIMATELY 2-1/2" (65 mm) HIGH WIN 1/2" (15 mm) LINE WIDTH, AND PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER. 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 5. WEIGHT OF FRAME SHALL BE 260 LBS (118 kg). WEIGHT OF COVER SHALL BE 175 LBS (79 kg). ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95X TO 110X. 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOBSITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7. THE PROOF-LOAD FOR TEST METHOD B OF SSPWC 206-3.2 IS 40,700 LBS (180 kN). 8. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND ALL PLACES OTHER THAN PAVED STREETS SHALL BE PROVIDED WIN SOCKET-SET SCREW LOCKING DEVICES. DRILL AND TAP TWO HOLES TO A DEPTH OF 1" (25 mm) AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4" x 3/4" C20 x 20 mm) STAINLESS STEEL SOCKET- SET SCREWS WIN 3/8 (10 mm) RECESSED HEX HEAD. ALL THREADS SHALL BE N.C. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 24" (610 mm) MANHOLE FRAME AND COVER 630-3 SHEET 2OF2 CALTRANS STANDARD PLANS 2010 STANDARD PLAN ES-5B - si I�N I W ueh/ N _' V Pi �6 ,4h la- Q III yW, r il `�' V a ffiD <W Q V pT 1 w4, 3 XO L- V W r "'s 0 ¢G Ili 13AY21L 30 F F o ......v N01103N10 W o y F —i �`j NYld Had NO11N311I0 ~ W c1 .J a IL Ira. h �4 0 0>4 7 v of 4 U _oo W q < o a } H . LL F I 1 E. J Z s s W Q Z I' xpry -1 .9 o O In Ja I c �N j 1-11 0 L 3 °I � O i I LL o o �o Q ZU N I 1- U a .. -, F I Q� a z ° i S o F J 6W W LL ... v� 0f N °W op • J d d 3 F o$ Cc 3 eL NLL gi a g lb - N a ° • Z 2 S 'z Arr O rx W a Z M O F ,;, =DQc . „z_ 6 Lc m a 22 g + ° 7 Da ix ,• p ~D L -O N 0 O�m 1- F C pro E D O T < CC t Opp f' uWi/,, < a u co P ,_5''''g If i / ; E E, 'Lk I 0 2 ., gi, v z so �� 3 } a as Ir. v� Z a DO N •o Nib ro 3C LL LL I 449 SURVEY DOCUMENTS Pia—#257 hr DESCRIPTION OF BENCH MARK STATE Calif. COUNTY San Bdno. CITY OF SAN BERNARDINO DESIGNATION G1-27 USC & GS DESIGNATION ADJUSTED ELEVATION METERS 344.9968 SAN BERNARDINO CO. DESIGNATION DATE 6-20-75 FEET 1131.877 CHARACTER OF MARK Brass Disk STAMPED CSB G1-27 ESTABLISHED BY City San Bdno. Survey PARTY CHIEF P. Galvez NEAREST INTERSECTION 7th St. & Muscott St. DETAILED DESCRIPTION 40.0 ft. north & 39.0 ft. east of the centerline P.I . of 7th & Muscott Sts; 19.5 ft. east of the east curbline of Muscott; 13.0 ft. north of the north curbline of 7th St. ; at the intersection of the backs of the sidewalks. !3 g-- #258 DESCRIPTION OF BENCH MARK STATE Calif. COUNTY San Bdno. CITY OF SAN BERNARDINO DESIGNATION G1-28 USC & GS DESIGNATION ADJUSTED ELEVATION METERS 340.4788 .SAN BERNARDINO CO. DESIGNATION DATE 6-26-75 FEET 1117.054 CHARACTER OF MARK Brass Disk STAMPED CSB G1-28 ESTABLISHED BY City San Bdno. Survey PARTY CHIEF P. Galvez NEAREST INTERSECTION 5th St. & Muscott St. . DETAILED DESCRIPTION 56.0 ft. north & 32.8 ft. west of the centerline P. I . of 5th St. & Muscott Sts; 3.0 ft. northeast of a fire hydrant; at the North end of the north- west curb return; at the south end of a 30 ft. long drain inlet box. �s _ ..L" t - s 170 015 ; CORNER RECORD DOCUMENT NO. 95 0811 COUNTY OF SAN BERNARDINO, CALIFORNIA NOTE DENOTES TRANSITLiNE ff1E DLLAL CEtVTEk' DRIVE • MOLDS 6VE R TIE DIST/INCE TIE SET E Cl/ECKED . 7--,Z5-95 BYR.D, LOSN !=D. LtT t!UH. C, RAMP TM E /7106. PE2 CITY SET LET Z. f3 F7 TIES DATED 5—ZO-cit IV''L'1 O F 5 'LY (AI END Off` H, C, RAMP / I a. I . 1 k ...".\ 1=4 W A s z LLI 1a - v v�' QflSE L NE STREET Imo- �„:'-FD !° .Z. P, E C: S: 13, TA6 J FLUSH PER CITY TIES ■O DATED S-ZO-SI �� \_.N. :::3 V' /bi -I - fr- C J G 1 tea,scREWQ NrHE Tr' I=D LtT-C,N T ,LTNZ/no C PER Cl77 7, Q FT E 'LYG -> . TIDE' L3 C R !fE P E TIES a/�TE� -20.9) C !Tr T/ES DATED .s -.' ---, 5 -ZQ -rJ7 -�, 1 LS. 5274 f:j i "r cxP/.2ES f ' - -0,,, i2-31'95 F OF C A`,ccs SURVEYOR'S CERTIFICA E - COUNTY SURVEYOR'S CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED Pain OF', J995 UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACT ON A c.JGU_ST 7 AND INED A F E J n 8/B 19 96 19 95 AS SURVEY PAR?Y LN/EP FGP T//E �( ` CITY D F SAN B ./1IIq D I!V Q4 !9 B Y V( " SIGNED _ TITLE DEPUTY COj 1--gt1- a`,. OR -L -; nRRC' F n,LS5Z79 �.i � ,d, _ COUNTY SURVEYOR'S STATEMENT 1.`-�=` LS 5952 C �LT; A lCNIA It /7.--__5/- 4. SHEET 2 OF 2 \�T, - SURVEY MONUMENT PRESERVATION GUIDELINES CALIFORNIA LAND SURVEYORS ASSOCIATION & CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA 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(sh)ould 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(I)tem(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. CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this day of , 20 , between the City of San Bernardino(owner and hereinafter"CITY"),and (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 CULVERT REPAIR AT BASE LINE STREET AND MEDICAL CENTER DRIVE ( SD 12 - 001 ) in strict conformity with Plans and Special Provisions No. 12842 , and also in accordance with Standard Specifications for Public Works Construction, 2009 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: CULVERT REPAIR AT BASE LINE STREET AND MEDICAL CENTER DRIVE ( SD 12-001) 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: / / o r)9 ,L BY: / / CHARLES E. MC NEELY, ', Manager City of San Bernar. no BY: LI, TITLE: ATTEST: MAILING ADDRESS: B &T WORKS INC. C-tetA_A_ 23905 CLIN ION Kt TH KU RACHEL G. CLARK #114-351 WI 1 OMAR, CA �g� City Clerk PHONE NO.: ( /q T APPROVED AS TO FORM: ATTEST: I 'AMES F.PENMAN, City Attorney Yr .ry NOTE: Secretary of the Owner should attest. If Contractor is a corporation, Secretary should attest. um, .41 ,01 .410 wad • to * ■ /� /� U.S..Fig ero Street,Suite Company 0, lru7■`/v`(`.I 601 S.Figueroa Street,Suite 1600,Los Angeles,Catifomia 90017 main 310 649 0990 facsimile 310 649 0416 Bond No. 1000824583 Premium: $ 3991.00 Public Works—Performance KNOW ALL MEN BY THESE PRESENTS,That we, B&T Works,Inc. , as Principal, and U. S. SPECIALTY INSURANCE COMPANY , a corporation organized and existing under the laws of the State of Texas, and authorized to transact a general surety business in the State of California as Surety, are held and firmly bound unto City of San Bernardino , as Obligee, in the sum of One Hundred Thirty-Three Thousand Sixteen Dollars&Ninety Cents Dollars ($ 133,016.90 ), lawful money of the United States of America, for the payment whereof,well and truly to be made, we hereby bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that WHEREAS,the above-bounden Principal has entered into a contract dated March 1,2012 with said Obligee to do and perform the following work, to wit: Culvert Repair at Base Line Street and Medical Center Drive(SD 12-001) NOW,THEREFORE, if the above-bounden Principal shall well and truly perform or cause to be performed, "the works under the contract,"then this bond shall be null and void; otherwise it shall remain in full force and effect. Signed, sealed and dated this 20th day of March 2012 1 &T Works,Inc. U.S.SPECIALTY INSURANCE COMPANY Principal By Me ody Spaur Attorney-in-Fact HCCSZ2209B04/10 POWER OF ATTORNEY AMERICAN CONTRACTORS LNDEMINITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS:That American Contractors Indemnity Company,a California corporation,United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"), do by these presents make,constitute and appoint: Karen A.Eby,John A.Ruiz,Melody L. Spaur,or Timothy C.Baker of Temecula,California its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver any and all bonds,recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed *****Three Million***** Dollars ($ **3,000,000.00** ). This Power of Attorney shall expire without further action on March 18, 2015. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall he and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,any and all bonds, recognizances,contracts,agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 31st day of March,2011. AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY Corporate Seals tidtl4la I g:1 "MID T 2f.l'►ifi �r i v 1 y 1 . Daniel P.Aguilar, ice President State of California County of Los Angeles SS: On this 315t day of March,2011,before me,Deborah Reese,a notary public,personally appeared Daniel P.Aguilar,Vice President of American Contractors Indemnity Company,United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity,and that by his signature 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 my hand and official seal. DEBORAH REESE �ff �' Commission M 192804$ I1T 4fJOZ. Signature at - ✓fC�S (Seal) = Notary Public.California °t �►1 Los Angeles County Comm.Ex ices Mar 18,2015 I, Jeannie J. Kim, Assistant Secretary of American Contractors Indemnity Company, United States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies,which is still in full force and effect; furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In it eof,I have emnto set my hand and affixed the seals of said Companies at Los Angeles, California this day of� Corporate Seals _ * . T �+ I4i lilt �. � Bond No. ' e' Jeannie J.Kim,Assistant Secretary Agency No. 10119 ,..�' CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of Califo ; ?/,�i� y SS. ff 1 County of V�'' 0 G ` N Oil 7/ at0 2 -Before Me %± i1 ,/� _� ,a Notary Public i ame of Notary Public / 11 W � ii i Personally Appeared �. �� ri Name(s)of Signer(s) ;i i i; fl Proved to me on the basis of satisfactory evidence el s,; 4 To be the persons)whose name is f eresubscribed to the ?, within instrument and ack lodged to me that-Me.41, .y. K.A.EBY executed the sam in-his he !their authorized capac ty(iesj- .1 ''t .- •I"t'%.;, COMM.#1804042 z and that by-his- er heir signatures}on the " ""' ' NOTARYPUBUC-CALIFORNIAS' instrument the arson t z M Rnl0ESd11NTY p fe),or the entity upon behalf II. »y Comm.Expires June 25,2012 of which the person(e)acted,executed the instrument. ` li I certify under PENALTY OF PERJURY under the laws of the ?• 1i State of California that the foregoing g g paragraph is true and correct. , � WITNESS m hand • o4iiiiilailli ,, I i W'''66/41? (rs Notary Stamp Signature of Notary•� � License Number Explr s " ii a ,r ,1 OPTIONAL # i 1 Though the information below is not required by law, it may prove valuable to persons relying ++ on the document and could prevent fraudulent removal and reattachment of this form to another document. fi Description of Attached Document ■ 0, ;� Title our Type of Document: ;i 'I; ( ?I,, Document Date: Number of Pages i, 1, i a'; Signer(s)Other Than Named Above: .1 Capacity(ies)Claimed by Signer(s) ,I 1 Signers Name: J` ) 11 D Individual: Right Thumb Print Right Thumb Print I "u 0 Corporate Officer-Title(s): of Signer 1 of Signer 2 QPartner- El Limited [3eneral Ar i Attorney-in-fact (Trustee 0Guardian or Conservator '' EjOther: Signer is Representing DII V( U.S.Specialty Insurance Company 601 S.Figueroa Street,Suite 1600,Los Angeles,California 90017 main 310 649 0990 facsimile 310 649 0416 Bond No. 1000824583 Premium: $ 3991.00 Public Works—Payment KNOW ALL MEN BY THESE PRESENTS,That we, B&T Works,Inc. , as Principal, and U. S. SPECIALTY INSURANCE COMPANY, a Corporation organized and existing under the laws of the State of Texas , and authorized to transact a general surety business in the State of California , as Surety, are held and firmly bound unto City of San Bernardino , as Obligee, in the sum of One Hundred Thirty-Thousand Sixteen Dollars and Ninety Cents Dollars($ 133,016.90 ), lawful money of the United States of America, for the payment whereof, well and truly to be made, we hereby bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,that WHEREAS,the above-bounden Principal has entered into a contract dated March 1,2012 with said Obligee to do and perform the following work, to wit: Culvert Repair at Baseline Street and Medical Center Drive(SD 12-001) NOW,THEREFORE, if the above-bounden Principal shall faithfully pay all laborers,mechanics,subcontractors, materialmen and all persons who shall supply such person or persons,or subcontractors,with materials and supplies for the carrying on of such work,then this bond shall be null and void;otherwise it shall remain in ful force and effect. Signed, sealed and dated this 20th day of March 2012 B&T Works,Inc. U. S. SPECIALTY INSURANCE COMPANY Principal • +' V elo L. p r Attorney-in-Fact it V HCCSZZ811B04/10 . POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS:That American Contractors Indemnity Company,a California corporation,United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"),do by these presents make,constitute and appoint: Karen A.Eby,John A.Ruiz,Melody L. Spaur,or Timothy C.Baker of Temecula,California its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver any and all bonds,recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed *****Three Million***** Dollars (S **3,000,000.00**). This Power of Attorney shall expire without further action on March 18, 2015. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall he and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,any and all bonds, recognizances,contracts,agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 31°day of March,2011. AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY Corporate Seals s'— �+ SEAL -x t " B al c1/4 y: S PL n3,t4 1 ',: Daniel P.Aguilar, ice President State of California County of Los Angeles SS: On this 31°day of March,2011,before me,Deborah Reese,a notary public,.personally appeared Daniel P. Aguilar,Vice President of American Contractors Indemnity Company,United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature 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 my hand and official seal. DEBORAH REESE/ �? Commission#1926048 Signature /.G�1a44 .- .. e/S'`--• (Seal) 'M;-•► Notary Public-California - rt/ Los Angeles County Comm.Es Tres Mar 19,4015 I, Jeannie J. Kim, Assistant Secretary of American Contractors Indemnity Company, United States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies,which is still in full force and effect; furthermore,the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In N, i cot,I have here�ugto set my hand and affixed the seals of said Companies at Los Angeles,California this�_day of .J Q►• Corporate Seals re 1 241996 1 *; jt e' irk ,d. 4 yy�/�r�pp��2 a ,„ 4. k b ,I : Bond No./�(. �DJ 'tom , Jeannie J.Kim,Assistant Secretary Agency No. j0119 • CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of Califo ' i ik SS. 11 i County of f*f� ✓ V 1, iii 1 O2/�� 2 ' fore Me / , 1i / ,a Notary Public ame of Notary Public / 1 il WaY1/Personally Appeared I / V d Name(s)of Signer(s) t. i, „± I) fl Proved to me on the basis of satisfactory evidence ;11 I', To be the persons whose name(e)0 are•subscribed to the ?? " within instrument and ack !edged to me that-he. .y K.A.EBY _ executed the sam in his he Itttair authorized capacdy(fes)- 1ji j .- t''? COMM.#1804042 Z and that by-kris- er #heir signature(e)on the 1 z'`. .,NOTARY PUOUC-CAUFORNIAE instrument the person fe), or the entity upon behalf a it `" -1 Rttarlemaco rnmf of which the person*acted,executed the instrument. y Comm.Expires June 25,2012 �p I certify under PENALTY OF PERJURY under the laws of the 'ii , State of California that the foregoing g g paragraph is true and correct. l' 'i WITNESS my h. i'•., d official ;,II i abAll? 6Pi. At Notary Stamp Signature of Notary P : License Number Expir s $}x i OPTIONAL - ,' Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. il Description of Attached Document dl 11 ti HI Title our Type of Document: 1:i,I Document Date: N ll umber of Pages ll Signer(s)Other Than Named Above: ;i, li .r. 1 ii Capacity(ies)Claimed by Signer(s) 1s Signers Name: I1 '1 1 EjIndividual: Right Thumb Print Right Thumb Print Corporate Officer-Title(s): of Signer I of Signer 2 Partner- II Limited Epeneral O i i JjAttorney-in-fact OTrustee '" 0 Guard Ian or Conservator j, 0Other: Signer is Representing • ,-- - tit'iii: UM AC R° CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) �--- 03/07/12 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 951-296-6800 CONTACT Cornerstone Surety&Insurance PHONE FAX Temecula 951-296-6808 (A/c,No,Eat): ;(A/C,No): 40960 California Oaks Rd.#203 E-MAIL Murrieta,CA 92562 ADDRESS: Timothy C.Baker PRODUCER 1! B&TWO-1 CUSTOMER ID : INSURER(S)AFFORDING COVERAGE NAIC p INSURED B&T Works, Inc INSURER A:Wesco Insurance Co. 25011 Gio Nanci INSURER B:Praetorian Insurance Company 37257 23905 Clinton Keith Rd 114-351 Wildomar, CA 92595 INSURER C:Greenwich Insurance Co 122322 INSURER D: INSURER E: 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 CONTRACT OR 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. INSR 15DL.UBR POLICYEFF POLICYEXP. TYPE OF INSURANCE , , , , POLICY NUMBER MM/DDIYYYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00i A X !COMMERCIAL GENERAL LIABILITY X WPP102806300 08/15/11 08/15/12 DAMAGE TO RENTED 50,00 i PREMISES(Ea occurrence) $ J CLAIMS-MADE L X I OCCUR MED EXP(Any one person) $ 5,001 X I $2500 PERSONAL&ADV INJURY $ 1,000,001 I GENERAL AGGREGATE $ 2,000,001 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,001 1 POLICY X PRO- i LOC $ -- AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT - i (Ea accident) $ 1'000'001 B ANY ANY AUTO PICCA0002877 05/25/11 05/25/12 BODILY INJURY(Per person) $ - ALL OWNED AUTOS BODILY INJURY(Per accident) $ X SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS I (Per accident) X NON-OWNED AUTOS I Comp$500 $ 'Coll$1000 $ UMBRELLA LIAB ■ OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION ' X IT CST MIT ER AND EMPLOYERS'LIABILITY Y/N I B ANY PROPRIETOR/PARTNER/EXECUTIVE �,AQW003018 07/31/11 � 07/31/12 ! E.L.EACH ACCIDENT $ 1,000,001 OFFICER/MEMBER EXCLUDED? N/A ! (Mandatory in NH) i I E.L.DISEASE-EA EMPLOYE $ 1,000,001 I DESCRIPTION OF OPERATIONS below ' E.L.DISEASE-POLICY LIMIT $ 1,000,001 C Rnt/Lsd Equip 2765691 12/27/11 12/27/12 'Ded$2500 100,001 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101 Additional Remarks Schedule,if more space Is required) Re: Culvert Repair at Base Line Street and Medical Center Drive (SD 12- 01) Certificate holder is named as additional insured regarding general liability per attached endorsement. CERTIFICATE HOLDER CANCELLATION SANBERN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of San Bernardino ACCORDANCE WITH THE POLICY PROVISIONS. 300 North"D"Street San Bernardino,CA 92418-0001 AUTHORIZED REPRESENTATIVE d ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD POLICY NUMBER:WPP102806300 COMMERCIAL GENERAL LIABILITY CG 20 10 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location(s)Of Covered Operations Blanket as required by written contract and Blanket as required by written contract. effective during the policy period as stated in the policy Primary Insurance applies: II is agreed that such declarations. insurance as is afforded by this policy for the bene- fit of the Additional Insured shown shall be primary insurance, and any other insurance maintained by the Additional Insured(s) shall be excess and non- contributory as respects any claim, loss or liability allegedly arising out of the operations of the named insured, provided however that this insurance will not apply to any claim loss or liability which is de- termined to be solely the result of the Additional Insured's negligence or solely the Additional In- sured's responsibility. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional exclu- organization(s) shown in the Schedule, but only sions apply: with respect to liability for"bodily injury", "property This insurance does not apply to "bodily injury"or damage" or "personal and advertising injury" "property damage"occurring after: caused, in whole or In part,by: 1. All work, including materials, parts or equip- 1. Your acts or omissions;or ment furnished in connection with such work, 2. The acts or omissions of those acting on your on the project(other than service,maintenance behalf; or repairs) to be performed by or on behalf of in the performance of your ongoing operations for the additional insured(s) at the location of the the additional insured(s) at the locations) desig- covered operations has been completed;or nated above. 2. That portion of "your work" out of which the injury or damage arises has been put to its in- tended use by any person or organization other than another contractor or subcontractor en- gaged In performing operations for a principal as a part of the same project. CO 2010 07 04 ©ISO Properties, Inc.,2004 Page 1 of 1 D POLICY NUMBER:WPP102806300 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location And Description Of Completed Operations Blanket as required by written contract and Blanket as required by written contract. effective during the policy period as stated in the policy a Primary as is afforded by this poled loathe benefit of declarations. the Additional Insured shown shall be primary insur- ance, and any other insurance maintained by the Addi- tional Insured(s) shall be excess and noncontributory as respects any claim, loss or liability allegedly arising out of the operations of the named Insured, provided however that this insurance will not apply to any claim loss or liability which is determined to be solely the result of the Additional Insured's negligence or solely the Additional Insured's responsibility. This insurance also does not apply to any structure with an intended occupancy of a private residence, not including apartments. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. Section II — Who Is An Insured is amended to include as an additional insured the persons) or organization(s)shown in the Schedule,but only with respect to liability for "bodily injury" or "property damage"caused, in whole or in part, by your work" at the location designated and described in the schedule of this endorsement performed for that additional insured and included in the "products- completed operations hazard". CG 20 37 0704 0 ISO Properties,Inc.,2004 Page 1 of 1 0