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Home My WebLink About05.F- Public Works RESOLUTION (ID# 1648) DOC ID: 1648 A © CITY OF SAN BERNARDINO—REQUEST FOR COUNCIL ACTION Agreement/Contract From: Nadeem Majaj M/CC Meeting Date: 04/16/2012 Prepared by: Jeff Schafer, (909) 384-5140 Dept: Public Works Ward(s): 2, 7 Subject: Resolution of the Mayor and Common Council of the City of San Bernardino Awarding a Contract to Nikola Corporation for Sewer Improvements on "H" Street and the Adjacent Alleys between 17th Street and Highland Avenue,per Plan No. 12621 (SW l 1-002). Financial Impact: The two funding sources that support the award of this roject are indicated below. The total P J estimated cost of construction is $808,800.00. Of that, $180,000.00 will come from project SW I1-002 "Sewer Repair in"H" Street&Adjacent Sewer Mains" (Acct. No. 132-160-5504- 7901-0025) and$628,800.00 will come from project SW 08-003 "17th Street& "H" Street Sewer Main Replacement from"I" Street to 13th Street" (Acct.No. 245-160-5504-7762-0025). There are sufficient funds available for this project,using the following Capital project accounts. i 1. Account No. 132-160-5504-7901-0025 Account Description: Sewer Repair in"H"Street&Adjacent Sewer Mains(SW11- 002) Account Budgeted Amount: $200,000.00 Balance as of March 26,2012: $184,498.29 Balance after approval of this item: $4,498.29 2. Account No. 245-160-5504-7762-0025 Account Description: 17th Street&"H" Street Sewer Main Replacement Street (SW08-003) Account Budgeted Amount: $1,450,600.00 Balance as of March 26, 2012: $1,450,533.00 Balance after approval of this item: $821,733.80 Updated:4/11/2012 by Olivia Wolff A 5.F 1648 i l Please note this balance does not indicate available funding. It does not include non-encumbered recurring expenses or expenses incurred,but not yet processed. Motion: Adopt Resolution. Synopsis of Previous Council Action: 07-05-11 The Mayor and Common Council adopted the FY 2011-12 to FY 2015-16 Capital Improvement Program(5-year CIP). Backeround: The existing sewer pipes within "H" Street and the adjacent alleys between 17'h Street and Highland Avenue have failed structurally at numerous locations and require replacement. The proposed project will replace the existing pipes with new pipes. Additionally, the project includes the replacement of seven manholes and repairs to sidewalk, curb and gutter, driveway approaches, and street surfaces impacted by the pipe construction. A notice inviting bids for the construction work was advertised in the San Bernardino County Sun Newspaper and on the City of San Bernardino's website. The notice inviting bids and copies of the bid documents were also sent to the following plan rooms: F.W. Dodge Company; All Valley Reprographics and Plan Room; Construction Bidboard Inc.; San Diego Transcript; Bid America Electronic; AGC Plan Room; San Diego iSgFt Plan Room; Reed Construction Data; Construction Bid Source; and Bid Ocean Inc. Bids were publicly opened on March 6,2012. The bids are listed below: i Name of Bidder City Amt. of Total Bid Ndrola Corporation Irvine $ 674,000.00 Mike Prlich& Sons, Inc. Baldwin Park $ 688,056.00 Matthew&Stewart Co., Inc. Signal Hill $ 752,956.00 Weka, Inc. Highland $ 862,245.00 Pro-Craft Construction, Inc. Redlands $ 895,000.00 Genesis Construction Hemet $ 897,940.00 Christensen Brothers, Inc. Apple Valley $ 951,204.39 Updated:4/11/2012 by Olivia Wolff A 1648 _ Adas Underground, Inc. Pomona $ 979,455.00 �- TX Construction San Bernardino $ 1,022,448.50 Fischer, Inc. San Bernardino $ 1,346,063.00 Engineer's Estimate $ 778,584.00 Based on a review of the sealed competitive bids received, staff has determined that Nikola Corporation of Irvine is the apparent low bidder and meets the minimum requirements of the bid. and contract documents. Staff recommends that the Mayor and Common Council award the referenced contract to Nikola Corporation. The total estimated project cost includes the construction cost, construction management, inspection cost, and contingencies. The construction cost is the direct cost of construction that will be paid to the contractor for the construction work (the contractor's bid price). Construction management and inspection costs cover (1) inspection of the construction work by City staff or an on-call inspection service (depending on work load and staff availability), (2) on-call material testing service to ensure proper compaction of the subgrade, base material, asphalt concrete pavement, (3) preparation of daily work logs, evaluation of construction invoices, weekly coordination meetings, and maintenance of construction files. Contingency costs account for possible increases in construction costs caused by unexpected issues that arise during construction. The estimated project costs are as follows: Cost Construction Cost(Bid Amount) $ 674,000.00 Construction Management&Inspection(approx. 10%) $ 67,400.00 Contingencies(approx. 10%) $ 67,400.00 Total Estimated Project Cost $ 808,800.00 Updated:4/11/2012 by Olivia Wolff A { t 1648 i If approved, this project is expected to begin construction in May 2012 and would be completed by November 2012. City Attorney Review: Suouortina Documents: Reso 1648 (PDF) 12621 Contract (PDF) 12621-DRAWINGS (PDF) 12621 Support Documents (PDF) O Updated:4/11/2012 by Olivia Wolff A Packet Pg. 87 mm /^ 1 RESOLUTION NO. 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN 3 BERNARDINO AWARDING A CONTRACT TO NHCOLA CORPORATION FOR SEWER IMPROVEMENTS FOR "H" STREET AND THE ADJACENT ALLEYS 4 BETWEEN 17Tn STREET AND HIGHLAND AVENUE, PER PLAN NO. 12621 (SW 11- 5 002). 6 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: 7 SECTION 1. Nikola Corporation, 18012 Cowan, Suite 290, Irvine, CA 92614, is the rn 8 = lowest responsible bidder for Sewer Improvements for "H" Street and the Adjacent Alleys a 9 E between 17 Street and Highland Avenue, per Plan No. 12621 (SW 11-002). The contract is m 10 � 0 11 awarded accordingly to said bidder in a total amount of $674,000.00, with a contingency a E 12 amount of$67,400.00, but such contract shall be effective only upon being fully executed by d 13 both parties. All other bids, therefore, are hereby rejected. The City Manager is hereby 14 authorized and directed to execute said contract on behalf of the City. A copy of the contract is N I5 on file in the office of the City Clerk and incorporated herein by reference as though fully set w 16 forth at length. W 17 SECTION 2. This contract and any amendment or modifications thereto shall not take IS m effect or become operative until fully signed and executed by the parties and no party shall be 19 c obligated hereunder until the time of such full execution. No oral agreements, amendments, 20 0 21 modifications or waivers are intended or authorized and shall not be implied from any act or a 1 ` 22 course of conduct of any party. 23 SECTION 3. The authorization to execute this contract is rescinded if the parties to the 24 contract fail to execute it within sixty(60)days of passage of this Resolution. 25 V 1 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO NIKOLA CORPORATION FOR 3 SEWER IMPROVEMENTS FOR "H" STREET AND THE ADJACENT ALLEYS a BETWEEN 17TH STREET AND HIGHLAND AVENUE, PER PLAN NO. 12621 (SW 11- 002). 5 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and 6 Common Council of the City of San Bernardino at a meeting thereof, held on the ro 7 day of .2012,by the following vote,to wit: x i s 3 i 9 Council Members: AYES NAYS ABSTAIN ABSENT u � 10 MARQUEZ — — 11 JENKINS E 12 VALDIVIA d 13 SHORETT N to KELLEY N 15 JOHNSON A t6 MC CAMMACK a 17 °o 0 19 d Georgeann Hanna, City Clerk 19 c The foregoing resolution is hereby approved this day of ,2012. r 20 21 Patrick J. Morris,Mayor 22 City of San Bernardino 23 24 Approved as to Form: 25 ® Jam enman,City Attorney i I 5.F.b FILE NO. 3.7 ACCT NO. 132-160-5504-7901-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12621 d FOR = 0 SEWERIMPROVEMENTS FOR E "H" STREET AND THE ADJACENT ALLEYS o BETWEEN E 17TH STREET AND HIGHLAND AVENUE 3 d ( SW 11 - 002 ) a 0. 616 A N N 4 p. 3/31/13 4 C E Gh1-1F L U N a DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO JANUARY 2012 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON MARCH 6 , 2012 PacketPg.90 FILE NO. . . ACCT NO. 132-160-5504-7901-0025 DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO STATE OF CALIFORNIA NOTICE OF DATE CHANGES FOR BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12621 FOR SEWER IMPROVEMENTS FOR "H" STREET AND THE ADJACENT ALLEYS = BETWEEN ° if"STREET AND HIGHLAND AVENUE (SW 11-002) E v 0 a E The Notice Inviting Sealed Bids for this project has been amended as follows: 3 © N 1. The BID OPENING DATE of Tuesday, February 21, 2012, at 2:00 p.m. m has been changed to: TUESDAY, MARCH 6. 2012, at 2:00 P.M. R 0 U 2. The Mandatory PRE-BID MEETING DATE of Tuesday,January 31, 2012, N at 2:00 p.m. has been changed to: TUESDAY, FEBRUARY 14, 2012, at 2:00 P.M. E s a BY: DATE: % MA L. RAA , P.E. Princi al Civil Engineer PLANS AND SPECIAL PRO J FILE NO S.F.b.. ACCT NO. 132-160-5504-79 CITY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS ADDENDUM N0. 1 FOR BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12621 FOR SEWERIMPROVEMENTS FOR "H" STREET AND THE ADJACENT ALLEYS BETWEEN 17T" STREET AND HIGHLAND AVENUE (SW 11 .002) d 0 The Bid and Contract Documents for this project are amended as follows: w x 1. Section 1.1 of the Bid Instructions shall be replaced with the following: w N C The bidder shall provide a clear and complete Bid Schedule using the revised forms attached to this Addendum. Bid Schedule forms shall be typed or printed in ink. 0 The Bidder shall write the Bidder's Company Name in the space provided at the top of each form. For all E bid items, including lump sum items, the Bidder shall (1)write using numbers the unit price in dollars, (2) write using written words the unit price in dollars and cents, and (3)write using numbers the item total v in dollars. On the last page of the bid schedule, the bidder shall write using numbers the total bid 1n amount in dollars. v The unit price as written in wards shall govern in determining the unit price, item total, and total bid. The prices written using numbers will not be considered other than to determine the apparent low m bidder at the time of bid opening. The City will determine the item totals by multiplying the unit price as written in words by the indicated quantity, and will determine the total bid by summing the item totals. c0 The Bidder shall clearly print or type unit prices written in words. Unit prices written in words shall be spelled correctly and written in standard format as follows: The price $56,127.74 shall be written as fifty- eight thousand, one hundred twenty-seven dollars and seventy-four cents. c 2. The Bid Schedule (A-2, A-3) shall be replaced with the revised Bid Schedule (A-2a, A-2b, and A-3) E attached to this Addendum. m x 3. Add the following to subsection 7-5 of the Special Provisions: a The project will not require permits from the State of California Department of Transportation (Caltrans). Bidders shall acknowledge this Addendum by initialing and dating the Addendum No. 1 line found on the Bid Form A-1. BY: Pit DATE: 2 RK .ncipal Engineer A PLANS AND SPECIAL PROVIS Packet Pg.92 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'. N x `o Part C is a separately bound plan set designated as follows: E d DRAWING NO. 12621 Sheets 1-15 Q E d 3 v N m v co U C O U N N C E E L U A Q Packet Pg. 93 TABLE OF CONTENTS PART A ADMINISTRATION NOTICE INVITING SEALED BIDS BID INSTRUCTIONS BID DOCUMENTS BID FORM A-1 v BID SCHEDULE A-2 2 BIDDER'S INFORMATION A-4 rn SUBCONTRACTOR DESIGNATION A-5 = WORKERS' COMPENSATION INSURANCE CERTIFICATION A-6 N NON-COLLUSION AFFIDAVIT A-7 d BID BOND FORM A-8 E CERTIFIED DBE DESIGNATION A-9 0 GOOD FAITH EFFORT DOCUMENTATION A-10 n EXPERIENCE STATEMENT A-11 E v 3 m u! m PART B SPECIAL PROVISIONS U 10 C O PART 1 — GENERAL PROVISIONS N 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 E SECTION 5— Utilities SP-3 SECTION 6— Prosecution, Progress, and Acceptance of the Work SP-5 a SECTION 7— Responsibilities of the Contractor SP-6 SECTION 9— Measurement and Payment SP-9 PART 2 — CONSTRUCTION MATERIALS SECTION 200— Rock Materials SP-11 SECTION 201 — Concrete, Mortar, and Related Materials SP-11 SECTION 203— Bituminous Materials SP-12 SECTION 206—Miscellaneous Metal Items SP-12 SECTION 209—Street Lighting and Traffic Signal Materials SP-12 SECTION 210— Paint and Protective Coatings SP-12 Packet Pg.94 PART 3 — CONSTRUCTION METHODS SECTION 300— Earthwork SP-14 SECTION 301 —Treated Soil, Subgrade Preparation, and Placement of Base Materials SP-14 SECTION 302— Roadway Surfacing SP-15 SECTION 303—Concrete and Masonry Construction SP-15 SECTION 306— Underground Conduit Construction SP-16 SECTION 307—Street Lighting and Traffic Signal Systems SP-17 SECTION 310—Painting SP-18 APPENDIX CITY OF SAN BERNARDINO STANDARD PLANS d rn Standard Plan A Construction Information Sign = Standard Plan 304 Manhole Cover and Frame w N C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION E Standard Plan 110-2 Driveway Approaches Q Standard Plan 111-4 Curb Ramp E Standard Plan 112-2 Curb and Sidewalk Joints d Standard Plan 120-2 Curb and Gutter—Barrier d Standard Plan 200-3 Precast Concrete Sewer Manhole Standard Plan 222-2 House Connection Sewer v Standard Plan 223-2 House Connection Remodeling Standard Plan 405-1 Pull Boxes Standard Plan 630-3 24" (610 mm) Manhole Frame and Cover 0 CALTRANS STANDARD PLANS N N N Standard Plan ES-56 Electrical Systems (Detectors) C W E L SURVEY DOCUMENTS a CONTRACT AGREEMENT Packet Pg.95 PART A ADMINISTRATION d d N S O b C d E d O d E `d 3 d N m a U d C O U N N N C d E L U d Q PacketPg. 96 Engineer's Estimate(Range Only): $750.000 to$800.000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDIN O Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino(CITY)will receive bids for: SEWER IMPROVEMENTS FOR = "H" STREET AND THE ADJACENT ALLEYS w BETWEEN 17TH STREET AND HIGHLAND AVENUE 0 (SW 11 - 002) i E in accordance with Special Provision No. 12621 on file in the Office of the City Engineer, Department of Public Works,Third Floor, San Bernardino City Hall. �? The Bid and Contract Documents may be obtained from the City Engineer's Office, Third floor, City Hall, 300 N. "D" Street, San Bernardino, California 92418, upon a non-refundable payment of 1$ 5.00 for each set if picked up in person. Upon request the Bid and Contract o Documents may be mailed for an additional charge of $10.00 per set. N tp 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 a 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 a 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. Packet Pg. 97 Said bids will be received up to the hour of 2:00 p.m., on, Tuesday February 21, 201 wa 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. d Therefore, the CITY and the bidder agree that the above sum of ten percent shall be paid to the s CITY upon the condition above set forth as liquidated damages and not as a forfeiture. w 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 o to issue bonds in the State of California. The Form of Bid Bond is contained in Part A of the Bid E 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. C.O. 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 ti California Public Contract Code. o U A Mandatory Pre-Bid Meeting will be held on Tuesday , January 31. 2012, at 2:00 p.m., in the office of the City Engineer, Public Works Departnent, Third Floor, City Hall, 300 North "D" Street, San Bernardino, CA 92418. This meeting is to provide information, to answer d questions, to inform bidders of MBEs/WBEs subcontracting and material supply opportunities, E and to make the prime Contractor aware of the CITY's outreach program as it relates to minority x hiring and participation. Pre-Bid Meeting attendance is one of the factors used to determine a 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 h#p.11www.dot cagov/hq/bep/find certified him. i Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, y 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 htl p.lA vww.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 N x It shall be mandatory upon the Contractor to whom the contract is awarded and upon any sub- w 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 a employment of persons because of race, creed, color, or national origin, as set forth in the 'o provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San E Bernardino. 3 d This project is subject to requirements for the employment of apprentices registered with the N California Department of Industrial Relations, Division of Apprenticeship Standards. Additional information can be obtained at ht tp✓/www.dir.cagov/DAS/PublieWorksForms.him. A 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. N N 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. E z v R a O 5.F.b 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 Bemardino,.CA 92418-0001 SUBJECT: SEWER 1WROVEMENTS FOR"H" STREET AND THE ADJACENT ALLEYS BETWEEN 17TH STREET AND HIGHLAND AVENUE PLANS & SPECIAL PROVISIONS NO. 12621 = `o Attention: Jeff Schafer Tel: (909) 384-5902; Fax: (909) 384-5190 E E-mail: schafer_je @sbcity.org o Inquiries or questions based on alleged patent ambiguity of the Plans or the Special Provisions E must be communicated as a bidder inquiry prior to the bid opening. Any such inquiries or d questions, submitted after the bid opening, will not be treated as a bid protest. a m Written responses will only be provided to written questions. No written response will be provided to verbal questions. 0 U CITY OF SAN BERNARDINO N 4 z- . r RACHEL G. CLARK " �City Clerk a NOTICE TO ADVERTISE: SPECIFICATION NO. 12621 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE 1/17/12 & 1/24/12 (FIVE DAYS BETWEEN FIRST & SECOND PUBLICATION) SIGNATURE DATE PacketPg,10Q ; S.Fa 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 farms 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 w N Bidder's total bid. d 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 o a quantity. E `m 2.0 BID GUARANTY 3 d w 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. c In the event the bidder, to whom the contact is awarded, refuses to execute said contract, and/or fails to file the 0 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. N 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 E 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 C "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 Stale 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 Fiicket Pg.101 thereof. The person submitting the request will be responsible for its prompt delivery by 5:00 p.m. of the 5 working day prior to the day of the proposed bid opening. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be faxed and mailed or delivered to each person of record as receiving a set of such documents. The CITY will not be responsible for any other form of explanation or interpretation of the proposed documents. 5.0 ADDENDA All Bidders are advised as to the possibility of issuance of addenda affecting the items, scope or quantity of the work required for this project. Each Bidder shall be fully responsible for informing themselves as to whether or not any such addenda have been issued. The effect of all addenda to the Contract Documents shall be considered in the bid and said addenda shall be made a part of the Contract Documents and shall be returned with them. Failure to cover in a bid any such addenda issued may render the bid irregular and may result in its rejection by the CITY. v Addenda issued during the time of bidding shall become a part of the documents furnished to all bidders for the d preparation of bids, shall be covered in the bids, and shall be made a part of the contract. Each Bid shall m 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. w N C d E 6.0 SUBCONTRACTOR DESIGNATION "> 0 a 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 1l2 of one percent of his total bid or$10,000.00, whichever is 3 greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section N 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. u The Subcontractor Designation Form is included in Part A of the Bid and Contract Documents. B c 0 7.0 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS N 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 E Documents. m The failure or neglect of a Bidder to receive or examine any of the Contract Documents shall in no way relieve a 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. Packet Pg. 102 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 retying on its awn 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. d The information provided by the CITY is not intended to be a substitute for, or a supplement to, the independent 2 verification by the Bidder to the extent such independent investigation of site conditions is deemed necessary or desirable by the Bidder. c N 9.0 WITHDRAWAL OF BIDS E 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 0 amended date and hour stipulated in a signed addenda to the Bid and Contract Documents. The withdrawal of E 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. U) 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. 0 U 11.0 DISQUALIFICATION OF BIDDERS N b In the event that any Bidder acting as a prime contractor has an interest in more than one submitted bid, all such r submitted bids will be rejected and the Bidder will be disqualified. This restriction does not apply to d subcontractors or suppliers who may submit quotations to more than one Bidder and, while doing so, may also E submit a formal bid as a prime contractor. M 12.0 MINORITY BUSINESS ENTERPRISE AND WOMEN BUSINESS ENTERPRISE GOALS a The Disadvantaged Business Enterprise (DBE) participation goal for this project is 3.0 percent. A bidder meets this goal if the bid demonstrates that not less than 3.0 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 hftp://www.dot.ca.aovihqibep/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: Packet Pg. 103 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? I. 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? `o h. Did the bidder provide copies of follow up correspondence with their bids? N v E i. Did the bidder provide copies of all quotes and other correspondence received from certified DBE > subcontractors? a E j. Did.the bidder provide a written explanation for its rejection of any bid received by a certified DBE v subcontractor? 3 m N 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 March 13, 2012. v° N 13.0 PRE-BID INQUIRIES n 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 E potential omission, discrepancy, or misunderstanding will be accepted if received by 5:00 p.m. of the 61" working day prior to the day of the proposed bid opening. a If there are any questions regarding this project, please contact: City Engineer's Office San Bernardino City Hall 300 North"D" Street, 3`° Floor San Bernardino, CA 92418-0001 Re: PLANS & SPECIAL PROVISIONS NO. 12621 SEWER IMPROVEMENTS FOR"H" STREET AND THE ADJACENT ALLEYS BETWEEN 17TH STREET AND HIGHLAND AVENUE (SW 11.002) Attention: Jeff Schafer Tel: (909) 384-5902; Fax: (909) 384-5190 E-mail: schafer_je@sbcity.org Packet Pg. 104 ' C BID DOCUMENTS d d x `o N C d E d O a E `w 3 w N U @ C O U N b N C d E z U a 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 SEWERIMPROVEMENTS FOR "H" STREET AND THE ADJACENT ALLEYS BETWEEN 17TH STREET AND HIGHLAND AVENUE N (SW 11 - 002 ) _ `o w in strict conformity with the Standard Specifications for Public Works Construction 2009 Edition,the Bid 4 and Contract Documents, and Plans and Special Provisions No. 12621 , of the Public Works d Department for the City of San Bernardino. Undersigned proposes and agrees if this bid is accepted, E that he will contract with the City of San Bernardino, in the form of the copy of the contract annexed o hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to E 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. n m 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 160 working days from the date of said notice. P c 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 N this bid shall be paid to the City of San Bar rdino as liquidated damages. N r w E Z Signature of Bidder: Date: � A a � p Printed Name: (/o!✓MMci /l/ I<Z-;egA+ l Title: BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO. 1 _ DATE: ? iy ADDENDUM NO. 2 DATE: ADDENDUM NO. 3 DATE: A-1 0a R D& V, § f � \ LU ! _ I _ ! 0 - ! ° ° ® \ § y \ � \ � } - � \ k + { < ` � ` \ _ � | \ � \ ) CD �\ , \\ \ \ § + Z\{ \�u i Zo Zzo Z » o §E w §( § §G` §%R r , § \ ) : : w§} -` § \\ ) \ 2 §k} H §\0 f2 ) ; ) f \ a . , ` } ! ! \ \ \ \ / � � § ) z - $ � m \ \ - / CY ri§ « _]j / § y ) Cf! 22 ) ao � , G © . t \ § ml ) w % § 27 /( § \cn \W \\ \\7 §¥ # k a g $ ¥ - # \ § q 0 � k \ - � � 2 - § ; \ \ { 2 / f � \ , • . # � \ r ` E! | E LU Z:) LU a � \ \ E LU m \ _ S ( 10 )k) jE§§ � }j\ \ (9 $�ƒ \( { - - \ ) f _ f !/ §\ / = k k � § _ / a / qa ;§§ \ §m% \{ \ § #§ ¥B\ § ` E (( _ cl § (\ k §2 ! \ ) § BIDDER'S INFORMATION Sewer Improvements for"H"Street and the Adjacent Alleys Plans and Special Provisions No. 12621 CIP No. SW 11-002 Business Name: /leoZ Business Address: /9 c'12 L aN� ✓�. �r 10 2-/1 VI Mr C� X72 Ai�/ v Phone Number: Fax Number: r 2 f q/1 E-mail: E Contractor's License Number: �/ �3S o a E Business Entity: (for example, corporation, �v� � �U 3 partnership, sole proprietorship) w DBE Certification No. if a licable u m c 0 U N b N C E E z U A Q A-4 ' Packef Pg..1'IQ' SUBCONTRACTOR DESIGNATION r Sewer Improvements for"H"Street and the Adjacent Alleys Plans and Special Provisions No. 12621 CIP No. SW 11-002 Name of Bidder: /� r 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 d shall perform that portion himself or herself. If after award of contract, the prime contractor subcontracts, except n 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. c w N C Subcontractor's Subcontractor's License Number Work Item Subcontract E Business Name Business Address and Class Amount $ 0 /.IARPrn AlltlrN- / C'PP'�S' is Jv0 .i i m 0 O U N b N C E E L u m Q A-5 WORKERS' COMPENSATION INSURANCE CERTIFICATION I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. d Signature of Bidder: Date: 3�i L w x w lL. z� Printed Name: G(/VM Title: / �� /e•[� E 0 Business Name: 2 3 v N m V U A C O U N N G E E L U R a A-6 ?PaekeEt?g�?T� (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 n 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 m 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, E organization,bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. o a E irtn Name 3 d in stare of Bidder Pri red Name and Titre o N Business Address E s u m Place of Residence Subscribed and swom to(or affirmed)before me this day of ,20_ the above proved to me on th asis of satisfactory evidence to be the person who appeared before me. Signed �) Notary Public io- nd for the County of State of California. My Commission expires on Year C A_7 • PacketPg. 173 tt AnFc-P-1 Wt1,1LLSION This certificate is attached to a,�_ PeBe document tleelrng wilNen1i11ed,AF-P-1 and dateA,tj"8ff'n California JURAT State of California County of Orange Subscribed and sworn to(or affirmed)before me on this 5th day of March 2012. by Johnny N. Rlichan ,proved tomeon the basis ofsatisfactory i m N evidence to be the person(&.)who appeared before me. _ 0 N +- CAROL A. LUSTIG m Q COMM.#1917984 E w • NOTARY OIIC-CALIFORNIA > ORANGE COUNTY Q Q COMM.EXPIRES JAN.16 2015 J E Seal `w I 3 d Signature � U A C O U N V1 N C N E z U N Q Packet Pg. 114 Bond Ho. 5632 BID BONDF012trr1 We,the undersigned, Hikola Corporation as Principal,and Merchants Bonding Company (Mutual) as Surety, are hereby and finny bound unto the City of San Bernardino , Slate of California, hereinaftu referred to 0"Obligee'in the penal sum of ten percent ( 0%) of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors, administrators,successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: d m WHEREAS, the Principal has submitted to Obligee,a certain Bid,attached hereto and ha m a part hereof to enter N into a contract in writing,for the Sever T_Aprovments for HST 6 Alleys between 17th = Street 6 Highland — #12621 0 N C (Copy here the exact title description of work including location ar it appears on the proposal) e' E for which bids are to be opened on March 6, 2012 0 (Inser(dare o(apening) a E NOW, THEREFORE, — m Z. If said Bid shall be rejeeu:d,or in the alternate, m b. Ifsaid Bid shall be accepted and the Principal shall execute a contract m (. in the Farm of contract attached hereto(properly completed in accordance with said Bid) �•r and sbal I 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 elTect;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 t j 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. c Signed, this 13th day of February 20 12 E s U IN R7TNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals,and such of them as are 2 corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper offtcels, Q the day and year Gm mentioned. Merchants Bonding Hikola orat u (SEAL) Company (Mutual) (SEAL) By: i.- � By: I2 - ..:Q.. Signature I Signature Johnny M. %lichan — President Ryan Mantle — Attorney in Fact NOTE:Notarization of Principal and Surety r;gnah:res and Power of Attorney of the Surety shall accompany this farm. A-8 Packet Pg. 115 CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California County of Orange On 3-5-2012 before me, Carol A. Lustig Notary Public (Here uuetl name and title ofthe odscer) personally appeared Johnny N Klichan who proved to me on the basis of satisfactory evidence to be the person(s)whose namo(a)ishisse subscribed to the within instrument and acknowledged to me that he/shekl>ey-executed the same in hisMerftheir authorized capacity(ies), and that by histhedtheir signature(q)on the instrument the person(s), or the entity upon behalf of d which the person(e)acted, executed the instrument. n I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph 0 is true and correct. m c GCONIM.CAROL A. LUSTIG E COMM.#19179&4 m WITNESS my hand and official seal. NOTARY PUBLIC- CALIFORNIAD ORANGE COUNTY 0 0 EMPIRES JAN.16 2015 E l •C1 J1 c/A '� —� (NolarySaO SignaarreofNoury 1'ubuc m 3 m N ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed M California must contain verbiage emcdy as j i1 DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the smeary section or a separate acknowledgment farm must be m properly carrmpleted and attached to that document The only aeceptbn it f a Bid Bond, City Of San document is to be recorded outside of Calfornie.In such Matmans,,any atureelive LO (Title or description ofatmched douument) acknowledgment verbiage ea may be printed on such is document so long as the U verbiage does mat require the nalary,to do something that u dlegul for a notary as Bernardino California fie. certfing the nuMorized capacity of the signer).Pieces check the b (Tito or dceviption of attached daammlcoolinsrd) document carefullyforproper notarial wording and attach thufonn frepared. N Number of Pages 1 Document Date 2-13-12 • Slate and County information most be the Slate gad County where the document C B aigna(a)personally apPeamd before the notary public f admowicdgmml. as • Date of nomriestion must be the date thel the siftners)pervonally appeared which E must she be the same this the acknowledgment is completed. L (Addiliorul kd'ormatan) • 1he notary public must print his as ha name as it eppaan within his or ha crosecam an followed by a mmma and then your title(namry public). in • print the mme(a)of document aitiner(0 who pmunaay appear at the time of moterizalim. CAPACITY CLAIMED BY THE SIGNER • Indicate the coned sMguhr oe plural toms by crooning off mcmrca fame(i.e. ❑ Individual 3 6dshdthey;61.)orchcling thecortectforms.Failure to correctly indicatethi• t � iselmaulion may lead to rejection afdoeumenl(sending. Corporate Officer • The notary seal impreaaion musk be clear and phomgraphieally reproducible. President Impression mot not cover last or ling.If seal impression smudgm,re-seal if e (Title) sufficient area permits,otherwise complete.diffaanl acknowledgment font. ❑ Partmer(S) • Signature of the notary public must match the cis mamre on fide with the office of the county clerk. ❑ Attorney-in-Fact c` Additional Wocmation h not requbed but mould help to ensure this 11 Tmstee(s) acknowldgmonl is not misused n atechd me different document. ❑ Other O Indicate title or type ofattached document,eumberof pageants]dam. ¢ Indicate the capacity dahnd by the signer.If the claimed capacity is a empmam offices,indicate the title(Le.CEO,CFO,secretary). • Securely aWCh this document to the signed document 2008Venion CAPAv12,10.07 8110-5 73-9865 www.NoUryCimsa.com Packet Pg. 116 S.F.b CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange Ona.`_"3 O�- before me, Mary Nartignoni - Notary Public De. Him,1re aNT "Qlfibe personally appeared Ryan Mantle wN.cal Nan. v who proved to me on the basis of satisfactory evidence to v be the persorfM whose nani isW subscribed to the Z within instrument and acknowledged to me that = y,---N,- helshyll�fa�exacutad the same in hlsJAdl2lbsC authorized `o MARY MARTIGNONI capacity�s4 and that by histbsfJVA signature(gon the COMM. 4' 947853 2 instrument the personK or the entity upon behalf of NOTARY pUGL -CALIFORNiA� which the person(�acted, executed the instrument. E Z ORANGE COUNTY j hfy Comm.Expires Sept.9,2015 1 certify under PENALTY OF PERJURY under the laws Q of the State of California that the foregoing paragraph is a E true and correct. - `w WITNESS my hand and official seal. rn Slgnattlyp� V °o Place NaUN Seal PDOVe 9tJNa1Wa W PUWl OPTIONAL Though the information below is not required by law,d may prove valuable to persons rm4dng on the document and could movenl impeNent remoral and reahadhemil of this firm to another document. m Description of Attached Document o O Title or Type of Document: - N Document Date: Number of Pages:_._... N Signer(s)Other Than Named Above: E Capacity(ies)Claimed by Signer(s) m Signer's Name: Ryan Nestle Signer's Name: C C individual C Indtvidual C Corporate OBioer—Tiae(s): C Corporate Officer—ntle(s): C Partner—El Limited C General C Partner—C Limited O General * Attorney in Fact C Attorney in Fact C Trustee Top of thumb here ❑Trustee ToAMtnnan<re C Guardian or Conservator C Guardian or Conservator C Other: C Other: Signer Is Representing:__ Signer is Representing: tt'erchante Boudine Company-(Nutuall ®2W]µspmsl ryNlaN ns�aaon•aaso pe Snu AUS..Pp.ew 2a02•CNaSwNh,Ch 913132W2•wxw.NeEYMYblerym9 Ikm b53J] RmNx.CeIITOLLFee I-&JJ8)6802] Packet Pg..117 Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know All Parson By These Presents.trial the MERCHANTS BONDING COMPANY(MUTUAL),a corporation duly organized under Me laws of the State of Iowa,and having its principal once In the City of Des Moines.County of Polk.Stale W Iowa,ham made, constituted and appointed,and does by these presents make,confute and appoint Les M.Mantle,Ryan Mantle of Fullerton and Stale of Califonlie as true and lawful AGomey-in-Fact,with Ul power and authority hereby onferretl in its name,place and stead,to sign,eaecule,acknowledge and deliver in its Later as suety any and all bonds,undertakings,mcognizances or other written obligations in the nature thereof,sublect to He IimilMon that any such instrument shall not exceed the amount of, d SIX MILLION($6,000,000.00)DOLLARS � and to bind the MERCHANTS BONDING COMPANY(MUTUAL)thereby as fully artd to the same edent as if soda band or (n undertaking was signed by fie duly authorized officers ofthe MEICHANTS BONDING COMPANY(MUTUAL),and all the acts of = sold Attorney-in-Fan,pursuant to the authority herein given,aieAareby ratified and wnfinned. O This adopted by the B is made and exewthe pursuant to and T BONDING of me Y(MUTUAL)following Amended wsolder IS and Restated By- Laws adapted by the Board N 8-The of the MERCHANTS BONDING COMPANY(MUTUAL)on November 1S shall ha ARTICLE tl,SECTION B-Tile Chairman of the Board or President a any Vita President or Secretary shall have paver and authority t0 appoint Atlpmeys-in-Fact,and to authorize"in to exewle on behalf of the Company,and abam the Seal of the O Company thereto,bonds and undertakings,recognizances,contracts of Indemnity and other writings obligatory in me nature d Ihereol. > ARTICLE II,SECTION 9-The signature of any authoried officer and me Seal of the Company may be affixed by faostmae 0 to any Paver of Attorney or Cedidcalion thereof aulhmizing the execution and calmly of any bond, uededahing, a edognizance,w other Suretyship obligation of the Company.and sued signature and seat when so used shall haw me E same fares and effect as enough manually fixed — In 1Mthssa Whereof,MERCHANTS BONDING COMPANY(MUTUAL)has reused these pnsseds to be signed by its President and N Its corporate seal to be hereto affixed,this 20th day of January . 2009 . y U) •o;��Y@PO0". MERCHANTS BONGING COMPANY(MUTUAL) 19$9 :c: By ti U STATE OF IOWA ....... President C COUNTY OF POLK as. 0 U On fie 20th day of January 2009,before me appeared Larry Taylor,tome personally known,who being by me duly amongst say that he is President of me MERCHANTS BONDING COMPANY(MUTUALI,the wryoratwn daransed In fie foregoing instrument,and that the Seal ivewai to fie said antrument is fie Corporate Seal of the uM CoryMation end that me said instrument was signed and cealed In behalf N of said Corporation by authorily,of as Board of Directors. In Testimony Mlersof,I haw hereuim set my hand and affned my Ofidal Seal at the City of Des Moines,Iowa the day and year fired d aedw wmten. E t ?'OL C n....On Numbe l~J5M my Commission EaoTres March 16,2009 Notary PubaG Pwk Gpunb.row. STATE OF IOWA COUNTY OF POLK as. 1, Wiliam Moran.Jr,Smaller,of the MERCHANTS BONDING COMPANY(MUTUAL),de hereby ceddy that the above and foregoing is a into and eareG dopy Aare POWER-OF-ATTORNEY exasoled by sold MERCHANTS BONDING COMPANY(MUTUAL).wNW Is still in lull force and shed and has not been amended or tevaked. In Wttness'M Manor,I have twoumo set my hand and witted the said m the Company on ads 13[baypf February, 2012 •�o......-.aye•, '•'d�c�pPOq'Pi�'<<� R/. i..•/ Ali-a�•�" ay •Y: :�: SenJa(IBIy POA 0001 (1106) ��:yyr••ir� ��• Packet Pg. 118 CERTIFIED DBE DESIGNATION /4 Name of Bidder: 1,4— �°W' f� u 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 $ v ./' SU 2 vvaGS � y vbs�� r' 7 2 Ul C d E d O d E d 3 CI N U A C O U N N C E E L U R a A-9 � r, GOOD FAITH EFFORT DOCUMENTATION Name of Bidder: 41,k'e4- D� ,4 r7i 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_X_ no_ 2. List the work items that were offered to certified DBE subcontractors. The percentage of work offered should exceed the goal percentage, in x Work Item Offered Percentage of Total Bid w 1. !ten �o% rf L - w E 2. Z� f -- o 3 4. 3 d N Total Percentage Offered Should exceed 3.0 percent) m 3. Use the Caltrans DBE certification database (httD7//www.dot.ca.-gov/holbei)Mnd certified htm) A 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 0 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 N 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. E r U 4. At least four days prior to bid opening, follow up with identified subcontractors who have neither 2 submitted a bid nor provided correspondence expressing a lack of intent to submit a bid. a 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. T Provide any additional information demonstrating a good faith effort to meet the DBE participation goals. A-10 Packet Pg. 120 ". EXPERIENCE STATEMENT s� /Name of Bidder: r�lloe � 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 proiects completed in the last five years. Project Title: Public Agency/Owner: Work Performed by Bidder: v d Contract Amount: Completion Date: x 0 Public Agency/Owner Contact Information: C d Name: Title: Phone Number: E d 0 v. E Project Title: a, 3 Public Agency/Owner: n m Work Performed by Bidder: °o U Contract Amount: Completion Date: Public Agency/Owner Contact Information: N Name: Title: Phone Number: E v m Project Title: a Public Agency/Owner: Work Performed by Bidder: Contract Amount: Completion Date: Public Agency/ Owner Contact Information: Name: Title: Phone Number: A-11 Pack0t.Pg.,121 N/KO[.A General Engineering Contractor CA Uc.#813357 REFERENCES - PROJECTS 2008 21.OWNER: City of San Bernardino CONTACT: Mr. Michael D. Wolff, Construction Engineer (909) 384— 5166 DATE: December 2007— March 2008 PROJECT: Sewer& Street Improvements (Cedar, Canyon, Wallace, 24) 8,000 L.F. of 8" PVC Pipe and Manholes and Laterals d AMOUNT: $ 950,000 N x `o 22.OWNER: Rutter Development Corporation Y MESA CONSOLIDATED WATER DISTRICT E CONTACT: Mr. Jay Rutter, President Mr. Mark Pelka, (949) 631-1291 0 (949) 863-1298 e DATE: March 2008— May 2008 PROJECT: Pacifica Residences, Costa Mesa d On-site Storm Drain System: 1,000 LF w On-site Sewer System: 600 LF including Manholes On-site/Off-site Water System: Domestic & Fire Water (hyd) AMOUNT: $ 310,000 A 0 0 23.OWNER: City of Anaheim CONTACT: Mr. Sean Razmy, Construction Engineer (714) 765-5059 DATE: June 2008—August 2008 c PROJECT: Sewer Improvements (St. College Blvd. & La Palma Ave.) t 1,500 L.F. of 18"VCP and Manholes and Laterals AMOUNT: $ 565,000 a 24.OWNER: City of San Bernardino CONTACT: Mr. Michael D. Wolff, Construction Engineer (909) 384—5166 DATE: September 2008—November 2008 PROJECT: Sewer & Street Improvements (Tippecanoe, "I", Sterling Ave) 21" - 15" PVC Pipe and Manholes and Laterals & Bursting AMOUNT: $ 720,000 18012 COWAN, SUITE 290, IRVINE,CA 92614 TEL: (949)752-1900 FAx: (949)752-1910 WWW.NIKOLACORP,COM Packet`Pg.122, iI N/KOLA General Engineering Contractor § CA Lic.#813357 i 3 ' REFERENCES - PROJECTS 2009 25.OWNER: City of Pasadena CONTACT: Mr. Bob Gardner (626) 744-4312 DATE: November 2008 —January 2009 PROJECT: 2009 Sewer Pipe Repairs d Sewer Main "point repairs" and Manholes y AMOUNT: $ 109,000 ? 0 m c 26.OWNER: Jurupa Community Services District CONTACT: Mr. Kiran "Sam" Sampat ; (951) 685-7434 0 DATE: February 2009 —April 2009 E PROJECT: JCSD Headquarters On-site Sewer Improvements Sewer Main, Manholes, Vaults and Electrical w AMOUNT: $ 275,000 m a m 27.OWNER: City of Redondo Beach CONTACT: Mr. Mazin Azzawi, Project Engineer (310) 318-0661 ` DATE: June 2009—November 2009 0 PROJECT: Sanitary Sewer Rehabilitation — Phase 8A 5,300 LF of 12" VCP and 24 Manholes N AMOUNT: $ 1,066,000 c E E L V A Q 18012 COWAN,SUITE 290, IRVINE,CA 92614 TEL: (949)752-1900 FAX: (949)752-1910 W✓yW.N IKOLACORP.COM P7cketPg. 123 i i N/KOLA General Engineering Contractor CALic.#813357 REFERENCES - PROJECTS 2010 28.OWNER: City of Redondo Beach CONTACT: Mr. Mike Shay, Project Engineer (310) 318-0661 DATE: November 2009—June 2010 PROJECT: Sapphire Storm Low Flow Diversion Pump Station, Forced Main, Electrical & Filtration System w x AMOUNT: $ 690,000 0 N C d 29.OWNER: City of Fullerton E CONTACT: Mr. Eliseo Bravo, Construction Inspector o (714) 738-5348 E DATE: May 2010 — November 2010 — PROJECT: Riverside Dr. and Raymond Ave. Sewer& Street Imp. 4,300 L.F. of 8" and 10" Verified Clay Pipe and Manholes N AMOUNT: $1,100,000 30.OWNER: Costa Mesa Sanitary District CONTACT: Mr. Robin Hamers, District Engineer (949) 631-1731 0 DATE: October 2010 — November 2010 PROJECT: Sewer Replacement Project No. 183-2 Remove existing 8"VCP and install new 8" PVC sewer AMOUNT: $ 63,000 E E z 31.OWNER: North Orange Community College District CONTACT: Ms. Dorothy Whitehurst, District Director Purchasing a (714) 808-4776 DATE: November 2010— February 2011 PROJECT: Fullerton College Storm Drain Improvements CDS Units and StormGate Manhole—24" Pipe and appurtenances AMOUNT: $220,000 18012 COWAN, SUITE 290, IRVINE,CA 92614 TEL: (949)752-1900 FAx: (949)752-1910 www.NIKOLACORP.COM Packet Pg. 124' AlIKOLA General Engineering Contractor CA Lic.#813357 REFERENCES - PROJECTS 2011 32.OWNER: City of Redondo Beach CONTACT: Mr. Mazin Azzawi, Project Engineer (310) 318-0661 DATE: February 2011 — present PROJECT: Emergency Storm Drain Repair Remove 18" CMP and replace with 18" RCP N AMOUNT: $ 110,000 = `o N C 33.OWNER: City of Santa Ana E CONTACT: Mr. Terrence Dougherty ; (714) 647-5040 ° n DATE: April 2011 — November 2011 E PROJECT: Lacy Neighborhood Sewer and Water Main Improvements a 3,100 LF of 8" sewer main and manholes N 850 LF of 12" water main and services 475 LF of 8"water main and services v AMOUNT: $ 1,162,000 u m 34.01NNER: City of Torrance c CONTACT: Mr. Joe Enzmann (310) 618-3062 DATE: July 2011 —August 2011 PROJECT: Downtown Sewer Rehabilitation Project Replacement of 8" VCP and CIPP lining e AMOUNT: $ 210,000 A a 35.OWNER: City of Glendae CONTACT: Mr. Kevin Carter (818) 937-8256 DATE: July 2011 —August 2011 PROJECT: Emergency Storm Drain Improvements at Linda Vista Replacement of CMP pipe and construct manhole AMOUNT: $ 167,000 18012 COWAN,SUITE 290, IRVINE, CA 92614 TEL: (949)752-1900 FAX: (949)752-1910 vAAm NIKOLACORP.COM PackeYPg: 125. N/KOLA General Engineering Contractor CA Lic.#813357 REFERENCES - PROJECTS 2012 36.OWNER: City of Garden Grove CONTACT: Mr. Myung Chun (714) 741-5977 DATE: November 2011 — Present PROJECT: Twintree Lane and Hester Street Sewer Improvement 862 LF of 8" sewer main and manholes u, 2066 LF of 10" sewer main and manholes = 1,430 LF of 15" sewer main and manholes AMOUNT: $ 963,906 d E d 0 M E d 3 m rn m v m M N C O V N m N G E E L U A a 18012 COWAN, SUITE 290, IRVINE, CA 92614 TEL: (949)752-1900 FAx: (949)752-1910 Www.NIKOLACORP.COM Packet Pg:126 PART B SPECIAL PROVISIONS d d N S O N C d E d O d E 'w 3 d N W a m U d C O U N N N G d E s u d Q Packet Pg. 127 5.F.bl.. .. PART 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., d N The Mayor and Common Council for the City of San Bernardino. _ `o Engineer—Replace the definition in the Standard Specifications with the following: w v The City Engineer, Department of Public Works, for the City of San Bernardino, or his designated E representative. o a Standard Specifications—Replace the definition in the Standard Specifications with the following., E d d The "Standard Plans for Public Works Construction 2009 Edition", written and promulgated by Public N Works Standards, Inc. m v e SECTION 2—SCOPE AND CONTROL OF WORK m 2-1 AWARD AND EXECUTION OF THE CONTRACT. Add the following., `o U 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 wham 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 E 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, a 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 Packet Pg. 128 '' 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. 12621 Sheets 1 to 15. 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 rn The Caltrans Standard Plans. _ `o 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 d Standards, Inc., and these Special Provisions. E 0 2-9 SURVEYING. E 2-9.1 Permanent Survey Markers. Replace the entire subsection with the following: 3 v I 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 Stale of California. U Prior to start of construction, the surveyor shall file a Corner Record referencing survey monuments subject T to disturbance in the Office of the County Surveyor. Prior to the completion of construction, the surveyor `o shall (1) replace any survey monument disturbed by the contractor, (2) place or replace survey ties by U 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 c copies of all Corner Records and proof of recording to the Engineer. E The surveyor and contractor shall satisfy the requirements of Survey Monument Preservation Guidelines included in the Appendix. a 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. SP-2 PackeC Pg. 124 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. 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 d markups are as follows: (n x 1) Labor 20% w 2) Materials 15% 3) Equipment Rental 15% v 4) Other Items and Expenditures 15% E 0 To the sum of the costs and markups provided for in this subsection, compensation for bonding shall be at a the rate specified by the bonding company. E d d b) Work by Subcontractor. Replace the entire paragraph with the following: (n 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 u portion of the "Extra Work" and a markup of 5 percent on work added in excess of $5,000 of the M subcontracted portion of the "Extra Work" may be added by the Contractor. These markups shall o constitute the markup for all overhead and profit for the Contractor on work performed by the L) Subcontractor. N 3-5 DISPUTED WORK. Add the following., m 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 a 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 Packet Pg. 13U 5.F.b.. .... 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 v m Phone: (909) 335-7805 Attn: David Castellanos n x 3. San Bernardino Municipal Water Department o Water Utility Division 300 North"D"Street, 5" Floor d San Bernardino, CA 92418 d 0 Phone: (909) 384-5386 Attn: Greg Gage c E 4. Southern California Edison 3 Planning Supervisor n 287 Tennessee Street C. n. CA 92373 Phone: (714) 796-9932 Attn: Kim Gurule g m 5. Time Warner Cable 0 Construction Department 1500 Auto Center Drive Ontario, CA 91761 Phone: (909) 721-8589 Attn: Bruce Dewese E E 6. Verizon A Network Engineering a 9 South 41h 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 Packet Pg."131'°+ I _ j 5.F.b SECTION 6—PROSECUTION, PROGRESS,AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK. 6-1.2 Commencement of the Work. Replace the entire subsection with the following: Pre-Construction Meeting: Within 10 working days of the award notification, the Contractor shall attend a Pre-Construction Meeting in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D"Street, San Bernardino, CA 92418. The Contractor shall coordinate with the Engineer to determine the time and date of the Pre-Construction Meeting. At the Pre-Construction Meeting, if not previously submitted, the Contractor shall submit to the Engineer the following documents: (1) Three original copies of the executed Contract Documents; (2) Three original copies of the required liability insurance policies; (3) Three original copies of the required workers' compensation insurance policies; (4) Three original copies of the required Payment and Performance Bonds; (5)Two copies of the Construction Schedule; (6) Two copies of the Traffic Control Plan; (7) One copy of the Contractor's City Business License; (8) One copy of all City of San Bernardino permits necessary to perform the Work; and (9) One copy of all permits issued by other governmental entities necessary to perform the Work. d in 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 w Proceed. c v 6-2 PROSECUTION OF THE WORK. Add the following: E 0 The Contractor shall protect the work area from nuisance and storm water flows which could have a a negative impact on construction operations and/or delay the work. The Contractor shall employ temporary E sandbags, pumps, conduit, and other means necessary to divert these water flows to protect the work 3 area. Payment for protection of the work area from water flows shall be considered as included in the w { Contract Unit price for each item of the Bid and no additional compensation shall be allowed. c 6.7 TIME OF COMPLETION. v 6-7.1 General. Replace the entire subsection with the following: c 0 The Contractor shall diligently prosecute the work to completion before the expiration of 150 working days from the date of the Notice to Proceed. N 6-7.2 Working Day. Replace the entire subsection with the following: E Work activities shall be confined to the hours between 7:00 a.m. and 4:00 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 PacketPg. 132 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 fallowing: Execution of the Contract shall constitute agreement by the Agency and Contractor that $750 per day 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. T U) 7-2.2 Laws. Add the following: _ `o w 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 E 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 o wages shall comply with current rates and all updates in effect on the date of the first advertisement by the E City Clerk of the"Notice Inviting Sealed Bids". — d 3 The Contractor shall comply with the provisions in Sections 10262 and 10262.5 of the Public Contract n Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. a 7-3 Liability Insurance. Replace the second and third paragraphs with the following: , m The Contractor shall maintain coverage with the following minimum limits: `o U 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; m Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 E aggregate; Q 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 "O" Street, 2n" Floor, San Bernardino, CA 92418. The Contractor shall pay all business taxes or license fees that are required for the Work. SP-6 Packet,Pg. 133 + 5.F.,b ..'. 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, 3`0 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: 2 N The Contractor shall provide a self-loading motorized street sweeper equipped with a functional water = spray system. w c Add the following to the subsection: 01 The Contractor shall remove graffiti from all work site surfaces, including security fencing, on the day of 'o M occurrence. E 7-8.2 Air Pollution Control. Add the following: 3 v N 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. ` c 0 7-8.5 Sanitary Sewers. N b 7-8.5.1 General. Replace the second paragraph with the following: c The Contractor shall provide the sewage bypass and pumping necessary for the performance of the Work. E The Contractor shall submit per 2-5.3 a working drawing conforming to 7-8.5.2 detailing its proposed plan of sewage bypass and pumping. Z 7-8.5.2 Sewage Bypass and Pumping Plan. Replace the last sentence of the subsection with the following: In addition to the backup system, the Contractor shall furnish and operate vacuum trucks as required to achieve the requirements of Subsection 7-8.5. 7-8.6 Water Pollution Control. 7.8.6.3 Storm Water Pollution Prevention Plan (SWPPP). Replace the entire subsection with the following: The Agency will prepare the SWIPP and file the Notice of Intent for the project. The Contractor shall provide all work necessary to implement the requirements of the SWIPP. Costs for all work necessary to SP-7 PacketPg: 134 .` e _ implement the requirements of the SWIPP shall be considered as included in the Contract Unit Price for each item in the Bid. 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-10.1 Traffic and Access. Add the following: Public Notices. The Contractor shall provide door-hanger type notices to residents and businesses within 100 feet of work areas 2 to 3 days prior to starting work. The notice shall include the Contractor's contact information, a general description of the work, dates of construction, and a statement regarding parking restrictions. Notices shall be approved by the Engineer prior to distribution. The Contractor's lump sum bid price for Mobilization shall include all notification costs included in this subsection. Construction Information Signs. The Contractor shall construct Construction Information Signs near the 17"' Street and "H" Street intersection and the Highland Avenue and "H" Street intersection. The content and location of the signs shall be approved by the Engineer prior to installation. The signs shall be constructed in accordance with the City of San Bernardino Standard Plan A included in the Appendix. d Payment for each Construction Information Sign will be made at the Contract Unit Price. The price shall n include full compensation for furnishing and installing the signs, sign removal at the end of construction, _ and delivery of the signs to the City Yard at 234 South Mountain View Avenue, San Bernardino, CA 92408 0 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. E Add the following subsections: a 7-10.2 Work Area Traffic Control. £ m 3 © 7-10.2.1 General. Work area traffic control shall conform to the California Manual of Uniform Traffic y 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. E c 0 7-10.2.2 Traffic Control Plan. N 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 E 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. a 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. Add the following, The Contractor may close sections of"H" Street to vehicular through traffic during construction subject to the following conditions: (1) Vehicular access to driveways by residents shall be maintained by all times; (2) The maximum length of a closed section shall be from manhole to adjacent manhole; (3) Unless approved by the Engineer, only one manhole to manhole section of"H" Street may closed at a time; (4) Closures shall conform to the requirements of the approved Traffic Control Plan; (5) 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; and(6)Closures shall not impede mail delivery or trash collection. SP-8 .. _.5,F.b The Contractor shall obtain approval from the Engineer prior to implementing any street closures, detours, or parking restrictions. The Contractor shall supply and post"NO PARKING/TOW AWAY"signs along the affected street at 100 feet maximum spacing in the parking restricted areas at least 48 hours prior to starting the construction work. The Contractor shall document the date and time of sign posting. Signs shall not be posted on trees or utility poles. The signs shall contain the date(s) and time(s) of parking restriction, and the applicable Vehicle Code reference (See CVC 22651(1) and CVC 22654(d). Signs shall be removed when parking restrictions are no longer necessary. All costs incurred to comply with the requirements of this subsection shall be included in the lump sum bid price for Traffic Control. 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. wr x 9-3.3 Delivered Materials. Replace the entire subsection with the following: w N C No payment will be made for materials which are delivered but not incorporated into the Work. d E d 9-3.4 Mobilization. Replace the entire subsection with the following: P n When a bid item is included in the Bid for "MOBILIZATION", the costs of work in advance of construction E 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 n payment for the various items of work. a m Mobilization may include, but not be limited to, the following: — u 1. Submittal and modification, as required, of the Construction Schedule. c 2. Establishing work and storage areas. C U 3. Review of the Site. 4. Obtaining all required Transportation Permits. N 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. E 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 SP-9 PacketPg. 136 S.F.b (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. v a rn S O a N E m 0 a d 3 v N V U m L O U N N C d L U N Q SP-10 Packet Pg. 137 5.F.b....... 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. w x SECTION 201 —CONCRETE, MORTAR,AND RELATED MATERIALS w 201-1 PORTLAND CEMENT CONCRETE. E E 201.1.1 Requirements. o a 201-1.1.2 Concrete Specified by Class and Alternate Class. Replace the last sentence with the E following: 3 v N The concrete class and maximum slump for the various types of construction shall be as follows. a m Type of Construction Concrete Class Maximum Slump U.S. Standard Measures Inches Catch Basin 560-C-3250 5 E Box Culvert 560-C-3250 5 0 Sidewalk 560-C-3250 5 Curb Ramp 560-C-3250 5 N Curb and Gutter 560-C-3250 5 Local Depression 560-C-3250 5 c Parkway Culvert 560-C-3250 5 E Drivewa A roach 560-0-3250 5 Pre-Cast Manhole Com onents 560-C-3250 5 a 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 A6151615M. SP-11 PacketPg. 13& 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: 2 N Except as modified by the next paragraph, the manhole frame and cover shall be constructed in = accordance with SPPWC Standard Plan No. 630-3. The frame and cover shall be coated with asphaltum or bituminous paint after testing and inspection. The manhole cover shall be cast with the following agency identification in 2-inch letters: "CITY OF SAN BERNARDINO" and with the letter "S" for sewer, placed in a the center of the cover. The letter"S" shall be 2-1/2 inches high with a''%inch line width. 0 If the existing manhole covers are suitable for use with the new manhole frames, the Contractor may incorporate the existing manhole covers into the new work. An existing manhole is suitable for E incorporation into the new work, if its dimensions are compatible with the new manhole frame such that the 3 cover will seat firmly into the frame, and flush with the top of the frame. N w v SECTION 209—STREET LIGHTING AND TRAFFIC SIGNAL MATERIALS u 209-3 COMPONENTS FOR STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS. 0 O 209-3.7 Pull Boxes. Replace the first sentence of the subsection with the following: N Pull boxes and covers shall be size No. 3 1/2 constructed of portland cement concrete in accordance with SPPWC Standard Plan 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 E following identification: 'TRAFFIC SIGNAL". M 209-5 TRAFFIC SIGNAL MATERIALS. a 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. SP-12 Packet Pg'. 139 210-1.6.1 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). m d in x `o w c v E a 0 a E `m 3 a u! a e U A C O U N N N C d E r u m a SP-13 Packet Pg: 140 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 alleyway approaches, curb returns, gutter, and sidewalk indicated on the Plans; the removal and disposal asphalt concrete pavement and Portland cement concrete pavement related to trench operations; and all other items necessary to complete the Work. rn x 300.1.3 Removal and Disposal of Materials. 0 N 300-1.3.1 General. Replace the entire subsection with the following: E 0 Objectionable materials removed by the Contractor during clearing and grubbing operations shall become o the property of the Contractor and the Contractor shall be responsible for the lawful disposal of these E materials, except as follows: d 3 If the existing manhole covers are suitable for use with the new manhole frames, the Contractor may use y the existing manhole covers on the new manholes. If the existing manhole covers are not suitable for use m on the new manholes, the Contractor shall collect and deliver the manhole covers 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 , m delivery. 0 300-1.3.2 Requirements. N N a) Bituminous Pavement. Replace the second sentence with the following: c Edges to be joined shall be saw cut to the full depth of the existing bituminous pavement. E z 0 M SECTION 301 —TREATED SOIL, SUBGRADE PREPARATION,AND PLACEMENT OF BASE a MATERIALS 301.1 SUBGRADE PREPARATION. 301.1.3 Relative Compaction. Add the following., The cost of compaction testing ordered by the Engineer shall be paid for in the following manner: (1)Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from the contract price; and (2) Tests which do meet the required relative compaction will be paid for by the Agency. SP-14 PacketPg.141 SECTION 302—ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT. 302-5.9 Measurement and Payment. Replace the first sentence with the following: No payment will be made for asphalt concrete pavement. The cost for asphalt concrete pavement shall be considered as included in the price bid for the construction and installation of the item to which the asphalt concrete pavement is incidental or appurtenant. SECTION 303—CONCRETE AND MASONRY CONSTRUCTION 303-1 CONCRETE STRUCTURES. d 303-1.1 General. Add the following: u rn Sewer Manholes. Sewer manholes shall be constructed in accordance with the SPPWC Standard Plan = 200-3 amended as follows: (1) Manholes shall be constructed without steps; (2) Manholes shall be 0 constructed with manhole frames and covers constructed in accordance with SPPWC Standard Plan 630-3 and subsection 206-3.3; and (3) Manholes shall be constructed with the additional Portland cement d concrete placed around the frame and top ring as shown on City of San Bernardino Standard Plan 304. 0 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS,ALLEY INTERSECTIONS, E ACCESS RAMPS,AND DRIVEWAYS. `w 3 303.5.1 Requirements. n m 303.5.1.1 General. Add the following: Curb. Curb shall be Type A1-150(6) constructed in accordance with SPPWC Standard Plan 120-2 amended as follows: (1) The concrete class shall be 560-C-3250; (2) The curb shall be constructed to match and join the existing curb as indicated on the Plans. Sidewalk. Sidewalk shall be constructed in accordance with SPPWC Standard Plan 112-2. Sidewalk N width and location shall be as indicated on the Plans. Sidewalks adjacent to alleys south of 21" Street shall be 4 inches thick. The concrete class shall be 560-C-3250. m Curb Ramos. Curb ramps shall be constructed in accordance with SPPWC Standard Plan 111-4. The E concrete class shall be 560-0-3250. a Driveway Approaches. Driveway approaches shall be Type "C' constructed in accordance with SPPWC Standard Plan 110-2. The driveway approach and adjacent sidewalk shall be 6 inches thick. The concrete class shall be 560-C-3250. 303-5.9 Measurement and Payment. Add the following: When the construction of curb, sidewalk, curb ramps, and driveway approaches requires the removal of adjacent asphalt concrete pavement and/or Portland cement concrete pavement such removals shall be saw cut on neat straight lines. The Contractor shall restore the asphalt concrete pavement in accordance with subsection 306-1.5. The cost for removal and restoration of pavement as described in this subsection shall be considered as included in the price bid for the construction and installation of the item to which the pavement is incidental or appurtenant. SP-15 Packet,Pg. 142 SECTION 306—UNDERGROUND CONDUIT CONSTRUCTION 306-1 OPEN TRENCH OPERATIONS. 306-1.1 Trench Excavation. 306-1.1.3 Maximum and Minimum Width of Trench. Replace the entire subsection with the following: The minimum trench width shall in accordance with the trench detail included on the Plans. 306-1.2 Installation of Pipe. 306-1.2.1 Bedding. 306-1.2.1.1 General. Replace the second sentence of the second paragraph with the following: Additional bedding so ordered will be paid per ton of additional bedding material, and shall include full d compensation for the removal and disposal of unsuitable material, the additional shoring or modification to w shoring necessary to perform the removal and replacement of bedding, the bedding material and x placement, and all related work necessary to remove the unsuitable material and replace this material with 0 bedding material as ordered by the engineer. m Replace the paragraphs 3, 4, 5, 6, 7, and 8 of the subsection with the following: E 0 Bedding material shall be crushed rock conforming to the% inch gradation column shown in Table 200-1.2 (A). Bedding material shall be placed on a firm unyielding subgrade so the pipe is supported for the full length of the barrel. Bedding shall be placed in accordance with the trench detail included in the Plans. There shall be a minimum of 4 inches of bedding placed below the pipe barrel and bell. There shall be a w minimum side clearance of 6 inches on each side of the pipe barrel. v 306-1.2.1.3 Bedding for Plastic Pipe and Fittings. Replace the first sentence of the third paragraph with the following: The bedding zone shall begin 4 inches below the pipe and bell and extend to a minimum of 12 inches 0 above the pipe and bell. N N Replace the fourth paragraph of the subsection with the following: Bedding material shall be crushed rock conforming to the %inch gradation column shown in Table 200-1.2 E (A). The crushed rock shall be placed by slicing, shovel-spading, or shovel rodding to insure complete u filling of the haunch areas below the pipe. :". a 306-1.5 Trench Resurfacing. 306-1.5.1 Temporary Resurfacing. Replace paragraphs 4 and 5 of the subsection with the following: The cost for temporary resurfacing shall be included in the price per linear foot of pipe. See subsection 306-1.6. 306-1.5.2 Permanent Resurfacing. Replace the first paragraph of the subsection with the following: Trenches within "H"Street shall be resurfaced in accordance with the trench detail included on the Plans. Trenches within the existing paved alley south of Highland Avenue and north of 21" Street shall be resurfaced in accordance with the trench detail included on the Plans amended as follows: (1) The depth SP-16 I i PacketPg.143 - - - S.F.b'..".. of pavement shall be 3 inches over compacted native backfll; (2) The class and grade of the asphalt concrete shall be C2-PG 64-10. Replace the last sentence of the second paragraph of the subsection with the following: For trenches within "H" Street, the thickness of the aggregate base shall be in accordance with the trench detail included on the Plans. 306-1.6 Basis of Payment for Open Trench Installations. Replace the entire subsection with the following: Pipe and conduit shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place and shall not include the inside dimensions of structures. Payment for 8-inch PVC Sewer Pipe will be made at the Contract Unit Price per linear foot of pipe. The Contract Unit Price shall include full compensation for all pipe materials, fittings, and couplings; all work associated with bypassing sewage Flow around the Work in accordance with subsection 7-8.5; the removal and disposal of existing sewer lines as shown on the Plans; excavation and shoring; control of ground and n surface waters; the preparation of subgrade; installation of pipe; connection of pipe to new manholes and = existing pipestmanholes; furnishing and placement of bedding material; backfilling the trench; compliance 12 with compaction requirements; temporary resurfacing as required; permanent resurfacing; testing; and all c other work necessary to complete the Work. E m Payment for each sewer lateral reconnection will be made at the Contract Unit Price. The Contract Unit 'o Price shall include full compensation for cutting existing sewer laterals, reconnecting sewer laterals to the a new sewer main, and all other work necessary to complete the Work. `m 3 Payment for each manhole will be made at the Contract Unit Price. The Contract Unit Price shall include w full compensation for each manhole complete in place, including removal of the existing manhole, excavation, backfill, constructing inverts, furnishing and installing castings, restoration of the street surface, and all other work necessary to complete the Work. U N SECTION 307—STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS 307-11 PULL BOXES. N 307-11.1 General. Add the following to the subsection: m Pull boxes shall be constructed in accordance with SPPWC Standard Plan No. 405-1 and shall include E vandal resistant pull box inserts as specified in subsection 209-3.7. a 307-17 TRAFFIC SIGNAL CONSTRUCTION 307-17.7 Vehicle Detectors. 307-17.7.3 Inductive Loop Detectors. 307-17.7.3.1 General. Replace the second sentence of the subsection with the following: Loop detectors shall be constructed at the locations of the existing loop detectors indicated on the Plans, modified as follows: (1) The loop detectors nearest the intersection shall be placed 12 inches from the cross walk; (2) The next loop detector shall be placed 10 feel from the loop detector nearest the intersection; and (3) The leading loop detector shall be placed within 12 inches of the existing leading loop detector. SP-17 Packet Pg.144 307-17.7.3.2 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 existing loop detectors, and shall terminate within the existing pull boxes, except for the southernmost loop detector which shall terminate within a new pull box indicated on the Plans. Loop conductors shall be installed without splices and shall not penetrate curbs and gutters. SECTION 310—PAINTING d 310-5 PAINTING VARIOUS SURFACES. d N 310.5.6 Painting Traffic Striping, Pavement Markings,and Curb Markings. _ `o w 310-5.6.1 General. Add the following to the subsection. c @ The work shall include the complete replacement of the 12-inch solid white crosswalk striping at the E intersection of"H" Street and Highland Avenue, and replacement of two existing "35" pavement markings o on "H" Street per California MUTCD Figure 3B-20 (CA�. Additionally the work shall include the n replacement of the "H" Street centerline striping from 17 Street to manhole #8 with double yellow centerline striping with two-way yellow retrorefleclive markers per California MUTCD Detail 22. 3 v N 310-5.6.7 Layout,Alignment, and Spotting. Add the following to the subsection. a The Contractor shall place temporary layout lines for striping and pavement markings and obtain the Engineer's approval, prior to placement of all pavement striping and markings. 310-5.6.10 Measurement and Payment. Replace the first sentence of the subsection with the following: `o U Payment for the 12-inch solid white crosswalk striping will be paid as a lump sum. Payment for each "35" pavement marker will be made at the Contract Unit Price. Payment for the double yellow centerline striping with two-way yellow retroreflective markers will be made at the Contract Unit Price per linear foot. E E s U ji a SP-l8 PacketPg:145 APPENDIX d d N 2 0 w c v E d 0 a E v 3 v N m v co U C O U N b N C N E L U Q Packet Pg. 146 S.P.b..: ..,. IF CITY OF SAN BERNARDINO STANDARD PLANS d d U7 S 0 N C d E d 0 O `m E w 3 d N a m U d C O U N N C d E L U d Q Packet Pg. 147 City of San Bernardino Sewer Improveme s 0 H .Street, from 17th Street tolHighland 4 I May.2012-Nov.2012 ( I m I 3' City Cour(cilt Wendy McCammack o W�rdk No.7 I C San Bernardino�uglic Works City Couicill Robert Jenkins For Information: OAAAAAA.384.7272 Wprdf No.2 wvVw.pbclty.org 3 7 in ao a m 7. u A c 0 -4 U 6 E z u m Q CITY OF SAN BERNARDINO STAN DAR I DEPARTMENT OF PUBLIC WORKS —ENGINEERING NO. CONSTR UCTION INFORMATION SIGN A Packet Pg.148 '` © 1. CONSTRUCTION INFORMATION SIGNS SHALL BE ERECTED FIVE (5) DAYS PRIOR TO START OF CONSTRUCTION. 2. SIGNS SHALL BE 4' X 8' IN SIZE. 3. SIGNS SHALL BE SECURELY MOUNTED ON (2) 4X4 POSTS. POSTS SHALL BE 16 FEET IN LENGTH AND CONSTRUCTED OF HEART GRADE REDWOOD, HEART GRADE DOUGLAS FIR, OR AN ENGINEER APPROVED EQUAL. SEE NOTE 11. 4. THE SIGN POSTS SHALL BE SET 6' INTO GOOD, SOLID GROUND, AND THE BACKFILL SHALL BE CAREFULLY TAMPED INTO PLACE. 5. SIGNS SHALL BE FABRICATED WITH 0.080" THICK CLEAR ANODIZED ALUMINUM m OR AN ALTERNATE MATERIAL APPROVED BY THE ENGINEER. THE EXPOSED rn PORTIONS OF THE FASTENING HARDWARE ON THE FACE OF THE SIGN SHALL x BE PAINTED USING TOUCHUP ENAMEL THAT MATCHES THE BACKGROUND. SIGNS SHALL HAVE REFLECTORIZED WHITE CAPITAL LETTERS AND 1" BORDER LINE ON STANDARD STATE HIGHWAY SERVICE SIGNING BLUE ACRYLIC ENAMEL BACKGROUND THAT WILL LAST 3 TO 5 YEARS. SIGN PANELS SHALL BE E BOLTED TO THE WOOD POSTS USING THE APPROPRIATE LENGTH 3/8" BOLTS, 'o AND FLAT WASHERS, NUTS AND JAM NUTS. 6. THE CONTRACTOR SHALL REVISE ALL MISSPELLINGS AND ANY OTHER 3 CORRECTIONS ON EACH SIGN AT NO EXTRA COST TO THE CITY. V 7. SIGNS SHALL BE PLACED SO THAT CITY SIGHT DISTANCE STANDARDS ARE a MAINTAINED. 8. UPON COMPLETION OF ALL STAGES OF WORK, EACH CONSTRUCTION INFORMATION SIGN SHALL BE REMOVED AND SALVAGED TO THE CITY YARD. 0 9. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO START OF WORK. N 10. EXCAVATION REQUIRED TO INSTALL CONSTRUCTION INFORMATION SIGNS SHALL BE PERFORMED BY HAND METHODS WITHOUT THE USE OF POWER EQUIPMENT, E EXCEPT THAT POWER EQUIPMENT MAY BE USED IF IT IS DETERMINED THERE ARE NO UTILITY FACILITIES IN THE AREA OF THE PROPOSED POST HOLES. 11. THE CONTRACTOR MAY PROPOSE AN ALTERNATE METHOD OF SUPPORTING THE SIGN, SUBJECT TO THE APPROVAL OF THE ENGINEER. CITY OF SAN BERNARDINO STANDAR[ DEPARTMENT OF PUBLIC WORKS—ENGINEERING NO. CONSTRUCTION INFORMATION SIGN A Packet Pg. 149 1, S.F.b G — ALL OTHER TEXT 2° HEIGHT F- W N 01 L- 1'. O n A V (th V co �— � S c3 — — ■� ^ = 7 O ?� - --- 0 c 3 N a o E G1 0 'o °° C o m L Z o E r Y N V♦ E - fa E C U ` w+ (D a � N C,4 N „fir W C O O O m o U Z w Z t X -- A - o o ° U U c U U CITY OF SAN BERNARDINO STAN DA R I DEPARTMENT OF PUBLIC WORKS-ENGINEERING NO. CONSTR UCTION INFORMATION SIGN A Packet N, 150<` MANHOLE COVER & F A REQUIRED DIMENSIONS CLEAR OVERALL HEIGHT APPROXIMATE A N OPENING BASE WEIGHT A A ' 24' 32' 4' 315 LBS �. SE Y1 �^ • OTHER SIZES SHALL BE APPROVED z OR REQUIRED BY THE CITY ENGINEER DANGER. o BEFORE INSTALLATION. CONFINED SPACE DO NOT ENTER PRY NOTES' HOLE 1. MANHOLE COVER SHALL BE .sa". DESIGNED FOR A.A.S.H.D. H-20. OR 2. CAST IRON SHALL HAVE MIN 'STORM DRAIN' TENSILE STRENGTH OF 30,000 BLIND LBS PER SQUARE INCH. PICK HOLE 3. USE SOUTH BAY FOUNDRY MANHOLE FRAME & COYER w TOP VIEW SBF 1254 OR EQUAL. d x N Z O N C d CLEAR OPENING E OVERALL BASE 0 a E SEcnON A-A 3 •— MANHOLES SHALL v BE CONSTRUCTED io MANHOLES SHALL BE TO GRADE WHEN GONSTRUCTEO IN PAVED STREET 6' BELOW FINISHED GRADE OR UNSURFACED L WHEN STREET IS UNPAVED. EASEMENT. c 12• STREET OR U EASEMENT SURFACE N N N 4• .__ C 4 a N E PCC V IV Q PCC GRADE UNPAVED STREET RINGS PAVED STREET OR EASEMENT SECTION THRU FRAME SHOWING TYPICAL INSTALLATION 2 L ATM IExsO♦Ia m= We e/12/� No. REVMN BY DATE APPROVED CITY OF SAN BERNARDINO APPROVED O-Af-07 STANDARD '' DEVELOPMFNT SERVICES—PUBLIC WORKSIENGINEER/NG � NO. STANDARD DRAWING MANHOLE COVER AND FRAME 5.F.b- STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION d d 0 N C O E d J O d E a 3 w N m V C✓ U A C O U N N C N E r u ry a PacketPg. 152 4' (12MIN mm) GRADE BREAKS g 4 (1 MIN mm) Y 0 Y STR R m 2% 1" (25 mm) CF r x W SECTION A-A A CURB FACE, Inches X. Inches Y, Inches TYPE A (mm) (mm) (mm) 6" (150) or less 3'—D" (900) 4'-0" (1200) .°. 7" (175) 3'-6" (1050) 4'-9" (1425) _ 8" (200) 4'-0" (1200) 5'-8" (1700) w 9" (225) 4'-6" (1350) 6'-6" (1950) 10" (250) 5'-0" (1500) 7'-3" (2175) w 4' (1200 mm) GRADE BREAKS 11" (275) 5'-6" (1650) 8'-0" (2400) y MIN 12" (300) or more 6'-0" (1800) B'-9" (2825) 0 m Y E Co`u 3 d LXI W IX _I a L� NOTES m /A� u TYPE B 1. RESIDENTIAL DRIVEWAYS SHALL BE 4" (100 mm) THICK PCC. c 0 2. COMMERCIAL DRIVEWAYS SHALL BE 6" (150 mm) THICK PCC. O1 m INTEGRAL CURB 3. WEAKENED PLANE JOINTS SHALL BE INSTALLED .. AT BOTH SIDES OF A DRIVEWAY AND AT 10' (3.0 m) INTERVALS. E 4' (1200 mm) _ MIN GRADE BREAK 4. CURB FOR TYPE C DRIVEWAY SHALL BE Y INTEGRAL AND MATCH ADJACENT Q Y R R CONSTRUCTION. 5, REFER TO LOCAL DEVELOPMENT REGULATIONS FOR AMERICANS WITH DISABILITIES ACCESS REQUIREMENTS AND MAXIMUM PERMITTED W DRIVEWAY WIDTHS. TYPE C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAN DA RD PLAN �� DRIVEWAY APPROACHES wsuc was srNnAxos ixn 0�A vm�eoox aorr� 1NM TN SAN 1 ICA ONS FOR PUBUC WORKS CON TRUC ON 1 1 Packet Pg.153 ` 4' 1220 mm) A 3 915 mm MIN 4' fl 220 mIM m MM MIN 15 TRANSITION 3 9 xix 4:7 MIN N YJ 3' 15 mm SHEET8I0 x 3<3 SH2, V EOEE 10 : I 8.33 a v CUR I X�_ CURB FACE 4'(1220 mm) _ ce< w A �i� N C TYPE 1 £ E 0 n E A B )N 4' 1220 mm m mm MIN v e R R z gg GRADE BREAK 5 33 SpH1EEET7�2210' f� U a v SHEET 10 n a ''r, M X X c CURB FACE x} 4' (i220 mm) E 6 L NZ� « AOR B a SEE SHEET 7, THIS SECTION TYPE CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARO PLAN ""°001[00°,= CURB RAMP 111-4 �. . TMDi ION.IOM. MOO,400h 9M0 I ��RKS (;M5TRVMJ PacKet g. 114 S.Fbf SCR �r Q ti X E 4' 1220 mm 2 Mgx GRADE BREAK E 915 mm \ SHEET 1 0 ^W \ >s � a v SHEET210tf"z:.. PLAN a AREAIING �t g• 1. Lryryo .��, v CUR y9 Py,E S CURB FACE `o WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 TYPE 3 E E 0 a E d 2% MAX z GRADE BREAK E E 4' 1220 mm J\ ° mm N @ N\ B BCR c Ae < NOTE 2 3 ce PLANTING :•' ' : �'✓ f`�L E a AREA BARER 33� k �Fl d- �T,=° E CURB + L�ry� O� p� 47° CURB FACE WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 TYPE 4 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION s oARO PLAN CURB RAMP 1��-4 Packet ft. 155 A 1 OR 8 4' 1220 mm R mm R MIN NOTE 2, SHEET 1 I 8.33,% II�8 33% OE BREAK 3 x, PLANTING AREA I,M xl PLANT NGG AREA CURB CURB FACE ' �x 1200 mm y N� AORB x SEE FIGURE 1, SHEET 8, THIS SECTION `o N TYPE E m PARK, WAY J E Ir' ll Q E R w 0 MASC z N P \ T a 4' 1220 mm Z{ / PCC WALK mm I •C c 3' 915Omm) MIN R 'S NOTE SHEET 10 N T 1 PLANTING AREA E ` s CURB CURB FACE IF PLANTING AREA IS NOT PaO• ADJACENT TO SIDE FLARE, USE "K" PER TABLE 2 FOR THAT FLARE c ` TYPE 6 CASE A STANDARD P AN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP 1 EEI Packet Pg. 156 C z- NNoo77�E 3 T210 x z-x SHEE MIN Rj N K V a 8.338,33X CUR NOTE 8, SHEET 10 CURB FACE X X 4 (1220 C u! S TYPE 1 w N C d E d 0 a E zx d �B+ MBA y N m v b NOTE ^3/ rol ZY c �y 0 V ,Z e33• s a NSHOEET210 CURPO E CURB FACE ryr10 Q TYPE 2 CASE B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 T Packet Pg.157 '' A SKEW ANGLE, SKEW ANGLE a-45' 1290 NOTE 2, OFFSET b-O SHEET 10 UNLESS OTHERWISE NOTED ON PLANS 06 OC X NOTE 8 HEET 1 OFFSET, b CUR CURB FACE X CASE Q 0 E- E E E E p�2 > SEE DETAIL OTE 8. m"tm A, B. C, OR D SHEET 10 E A 8.33 A N 2 SHEET 10 5% MAX yr PLANTING MIN AREA R A X=4' (1220 mm) IF ADJACENT TO CURB PLANTING AREA, CURB FACE OTHEWISE SEE TABLE 1 TYPE 1 0 Y 4i MIN E SEE DETAIL A. B, C OR D E E E E q A 5 A 3NOTE 8. 5VM—A X ail m SHEET 10 na L CUR NOTE 2, CURB FACE SHEET 10 TYPE 2 CASE D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION D—MA'INDAMD P"N 111-4 CURB RAMP 1 :11 MAx 2% --GRADE BREAK 4' �1220 mm)� 3' 915 mm) MIN Q�0 U x OD E < Z OR E MARKED A OR LESS CROSSWALK z -r%—MAX $ 4! 1220 mm be 3- (915 mm) M PLANTING� AREA NOTE 9 SHEET 10 C7 )R NOTE B. SHEET 10 CUR CURB FACE/ &44' "7 220 M N E A Ej CEN A 1220 mm) 0 TO PLANTING AREA MARKED F: w CROSSWALK > 0 TYPE 1 E S z AT MA W C) (A Z OR MX MARKED 0 $ C LES 5T CROSSWALK 0 Z=X NOTE 2, SHEET 10 4i E E GRADE BREAK CUR 7R FACE/ X 4' X OT a. S -0-220 mm NOTE 8. MEET 10 401 14 MARKED CROSSWALK TYPE 2 CASE E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-4 SHEET 6 OF 10 i ! SEE NOTE 8 PARKWAY SHEET 10 R Y 4' 1220 mm 91 mm EXISTING ROUNDE fTOP OF ROADWAY gz Mq X EDGE / RAMP .337f MAX A2-0 CURB AND GUTTER SECTION A—A [USE FIGURE 1 TO DETERMINE WHICH OF SECTIONS A-A, B-B SEE NOTE 8^ - PARKWAY OR C-C IS APPROPRIATE. SHEET 10 Y 4' 1220 mm EXISTING _I ROUNDED TOP OF f _ ROADWAY g EDGE RAMP/ DEPRESS BACK OF WALK '$'UAX SEE DETAIL A, B, C OR D, �--2% X SHEET 10. N A2-0 CURB AND GUTTEf2" _ `0 SECTION B—B d SEE NOTE 6 E SHEET 10 R o EXISTING �Y a ROADWAY gX,MAX DEPRESS BACK OF WALK E "\ SEE DETAIL A, 8, C OR D. y _2% MAX SHEET 10. u A2-0 CURB AND GUTT m SECTION C—C U Z 4 Z 72 mm � I o _ I DEPRESS BACK OF WALK U q S WALK N c v SECTION R—R E u m >r Z OR LESS Z ( Q � t mm 12 mm DEPRESS BACK OF WALK M zkt j ---x*' PCC SIDEWALK SECTION S—S QSTANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PUN CURB RAMP 111-4 SHEET 7 OF 10 Packet Pg, 16Q '' PARKWAY WIDTH, FT (m) 4' S' 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) (10) (3.3) (3.6) (19) (4.2) (4.5) (4.8) (5.1) (5.4) (5.7) (6.0) E 2• (so E s N 3" (75) U-1 a (100) 0 tiq\q SECTION A—A ? 5• (125) U <,q1,� LANDING = 4' 1220 mm U 6• (150) Z @ 3, 7• (175) U 97S�T K 8" (200) N U 9• (225) m SECTION B—B N (250) CALCULATE Z DIMENSION m g PER FORMULA BELOW `o Of 11" (275) a Z 12` (300) m OR MORE FIGURE 1 — SECTION USAGE v 0 C. NORMAL WHERE FIGURE 1 SHOWS USE OF SECTION B-B, FIGURE Z £ CURB FACE, SECTION Y-Y DIMENSION AS FOLLOWS: d INCHES (mm) X. FT (mm) Y, FT (mm) W = PARKWAY WIDTH in 2" (50) 4.00' (1200) MIN 2.63' (790) L = LANDING WDTH, 4' (1220 mm) TYP, 3' (915 mm) MIN •• 3` (75) 4.00' (1200) MIN 3.95' (1195) 2 = [(Y+L)-W) x 0.760 m 4" (100) 4.00' (1200) 5.26' (1580) IF (Y+L) < W, THEN Z = 0 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 0 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 FOR A MAXIMUM FLARE N B• (200) 8.00' (2400) 10.53' (3160) SLOPE OF 10% AT THE CURB FACE. N 9• (225) 9.00' (2700) 11.84' (3555) 10` (250) 10.00' (3000) 13.16' (3950) E 11` (275) 11.00' (3300) 14.47' (4340) u 12" (300) 12.00' (3600) 15.79' (4735) =°• Q 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 PUBLIC WORKS CONSTRUCTION STANDARD PL CURB RAMP 111-4 SHEET 6 OF —Packet Pg. 161 S.F.b7 4' 1220 mm mm MIN Z.DO Z.UP, GRADE BREAK K T T m CUR GUTTER II„ X DOWN�z— CURB FACE SLOPE, S 4' (1220 mm) TYPICAL CURB RAMP v d xDOwN'I x,_._ D? in BACK OF WALK I Ul S GUTTER FLOW UNE E E SECTION T—T 0 SLOPED STREET a E FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL d TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF (n THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE. m a FOR EXAMPLE, %.GOWN = X x K.DOWN � v S K.DOWN K.UP OX 1.000 1.000 0.2X 0.977 1.025 U 0.5% 0.943 1.064 1% 0.893 1.135 2X 0.806 1.316 3% 0.735 1.563 4X 0.676 1.923 c 5% 0.625 2.500 N E t TABLE 2 — SLOPE ADJUSTMENTS a 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 SFANDAR FLAN 111_4 CURB RAMP m_ pace qt Pg,.162; 12" 305 mm jE ® ® ® ® 0.90" iv E ® ® ® ® (23 mm o in O SINGLE Lu 1/4" �}-1/4" ® ® ® PATTERN "TRUNCATED DOME" (6 mm) (6 mm) 2.35" 60 mm) GROOVING DETAIL DETECTABLE WARNING DETAIL CONSTRUCT FENCE OR HANDRAIL PER CONTRACT PLANS �l0 6" (150 mm) m PAVED SURFACE RETAINING CURB PAVED SURFACE li to 0 w DETAIL A DETAIL B E GRADED 6" (150 mm) > SLOPE 2: —UNPAVED SURFACE RETAINING CURB— UNPAVED SURFACE o. E a 3 v N DETAIL C DETAIL D GENERAL NOTES: c 1. CONCRETE SHALL BE CLASS 520-C-2500 (310-C-17) CONFORMING TO 0 SSPWC 201-1.1.2 AND SHALL BE 4" (100 mm) THICK. N 2. THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDER WITH I/4" (6 mm) GROOVES APPROXIMATELY 3/4" (19 mm) OC. SEE GROOVING DETAIL. c 3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE m CONFORMING TO SSPWC 303-1.9. E z U 4. USE DETAIL "A" OR B" IF EXISTING SURFACE BEHIND LANDING IS PAVED. a 5. USE DETAIL "C" OR D" IF EXISTING SURFACE BEHIND LANDING 15 UNPAVED. 6. R = 3' (900 mm) UNLESS OTHERWISE SHOWN ON PLAN. 7. ANGLE = 6/2 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 CURB RAMP 111—4 SHEET10OF Packet Pg:-9631' CURB gRA DRIVEWAY EXP JT y ABBREVIATIONS: P N WPJ WEAKENED PLANE JOINT BCR BEGINNING OF CURB RETURN x WPJ WPJ EXP JT EXPANSION JOINT ECR END OF CURB RETURN w W NOTES: 0 E WPJ 1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS, > EXCEPT THAT EXPANSION JOINTS SHALL BE PLACED AT THE WPJ BCR AND ECR IN CURB, GUTTER AND SIDEWALK, AND AROUND E TREE WELL UTILITY POLES LOCATED IN SIDEWALK AREAS. _ WPJ WPJ 2. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR „'-U LITY POLE INTERVALS NOT EXCEEDING 10' (3000 mm) IN WALKS AND y 9 �C� 20' (6000 mm) IN GUTTERS. JOINTS IN CURB AND WALK .. EXP JT SHALL BE ALIGNED. v m WPJ 3. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDEWALK. g m EXP JT P JT ECR c 0 PROPERTY LINE U ' ✓ � 3 &3 W e- X O E CURB RAMP�, w m r U a x w STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION rw C MSS WMDW!NC STANDARD PLAN Rlsal�OOK K�TIEE CURB AND SIDEWALK JOINTS 112_2 USE VATH REV. tYiA 2aoa STANDARD SPECIFICAMONS FOR PUBLIC KS CONS TI Packet Pg.164': E Z E E z E Z m w © 6" U 6" U W 50 mm 5I mm ATTER 3:12 ATTER 3:12 ' . Q SLOPE 8.3% E E E E 0 0 N m . LEVEL 25mm A1 -6(150) AND A2-6(150) AND A2-8(200) Al-8(200) m W W N E Z Z = E J 7 0 o (150 mm') MIN 150 mm 5 c 150 mm 3/4" (20 mm) R d ATTER 3:12 BATTER 3:12 0 v. BOTH SIDES a SLOPE 2.0% E �j E N Sd N m D1-6150 AND A3-6(150) AND A3-8(200) 125 mm") D1 -8 200 _ o NOTES: E E z U E E #4 x 10" 0 4" OC 1. THE LAST NUMBER IN THE DESIGNATION IS a THE CURB FACE (CF) HEIGHT, INCHES (mm). m° w (#13M x 250 mm e 6" 0 1200 mm OC) 2, GUTTER WIDTH, W. IS 24" (600 mm) 150 mm ) °i UNLESS OTHERWISE SPECIFIED, GROUTED IN PLACE E N BATTER 3:12 0 3. TYPES Al. A2, A3 AND Cl SHALL BE v_ !2 CONSTRUCTED FROM PCC. ° 3/4" (20 mm) 4. TYPE D1 CURB SHALL BE CONSTRUCTED FROM ASPHALT CONCRETE. 3" (5 mm) 5. TYPE Cl CURB SHALL BE ANCHORED WITH j STEEL DOWELS AS SHOWN OR NTH AN EPDXY APPROVED BY THE ENGINEER. 6. ALL EXPOSED CORNERS ON PCC CURBS C1-6(150) AND C1 -8(200) AND GUTTERS SHALL BE ROUNDED WITH A 1/2" (15 mm) RADIUS. STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PRCAIULCAIFD BT lHE °aGR�`� CWMIT;g '"` CURB AND GUTTER — BARRIER 120-2 "�' 190°• z009 Packet Pg. 165 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 36' OR 42" OD N INLET (910 mm OR 1062 mm) rF( 12' 6• mm 15D mm 1 1 6' \\ u S A --- A 2Ez 5 K OUTLET IN 1" IQ E STEP PLAN ADJUSTING < SHOWING BASE RING DETAIL d E�r MANHOLE FRAME AND 80 y n l�� S COVER 2E0 (1500 mm)00 = STEPS PER i e" TAPERED 0 SPPWC M ONE � (75 mm) ADJUSTING mm CONE 635 OR 636 P ) PATH LEGS RING O TIONAL SHORTTENED REDUCER RING E�iZ E 24" (600 mm) I 1 �• - +Ez�ZF O MAX.-12' MINm °Y O0 (300 mm) MIN E M� O' IF DEPTH " w E E _ E OF OLE ° (762 mm) 0 oo r 3 5" Ov E II Y n°' y f m I- E mm 50 mm) N N MN SEE MORTAR NOT MORE THAN 3/8" JOINT (10 mm) THICK OR APPROVED v DETAIL i Q� JOINT SEALING COMPOUND .�. mm EE JOINT DETAIL c00 E TYP 48' Mwi Eg NON—REINFORCED x r ( MM " " RTAR PER v ONE 3" (75 mm) 24' m Y K WC Na RING STING 2• 610 mm)�,IDIA Y E E N m E r f (OPTIONAL) m E n E O U 4 MAX 11 12 mm 300•mm) 3 Q mm u 125 in) OUTLET m E INLET 7 2 DiA N CLASS 330-C-23 (560-C-3250) 5•-0" 1.5 m MIN CONCRETE ACROSS BASE REDUCER RING AND IN BASE SECTION A—A ADJUSTING RINGS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION " WE PRECAST CONCRETE STAN DA PLAN M1MA 11pIN4 8lAMO/J06 NG w SEWER MANHOLE 200-3 USE INITH Nd.IOW tOYA 9000 A 1 PVN rVul T 1 OF 2 ..Packet Pg..1 66 S.F.b NOTES: 1. EXCEPT AS NOTED HEREON, THE PRECAST UNITS SHALL BE MANUFACTURED AND TESTED IN ACCORDANCE WITH ASTM C 478. AS AN ALTERNATE CURING METHOD, THE UNITS MAY BE CURED USING SATURATED STEAM FOR A MINIMUM OF 12 HOURS FOLLOWED BY 6 DAYS OF WATER CURING OR MEMBRANE CURING. IF THE UNITS ARE CURED BY THE ALTERNATE METHOD, THEY SHALL NOT BE SHIPPED PRIOR TO 8 DAYS AFTER CASTING NOR UNTIL THE CONCRETE HAS ATTAINED A STRENGTH OF 3500 PSI (25 MPa). 2. MANHOLE STEPS SHALL CONFORM TO SPPWC 635 TYPE 1 OR 3 OR SPPWC 636. THE MANHOLE STEPS SHALL BE UNIFORMLY SPACED AT A MAXIMUM OF 16" (400 mm). THE LOWEST STEP SHALL BE PLACED NOT LESS THAN 8" (200 mm) NOR MORE THAN 18" (450 mm) ABOVE THE SHELF. THE STEPS SHALL PROJECT 5" (125 mm) INSIDE THE MANHOLE. d d 3. RISER SECTIONS MAY BE REINFORCED OR UNREINFORCED. REINFORCED N SECTIONS SHALL BE REINFORCED IN ACCORDANCE WITH ASTM C 478 = AND SHALL HAVE A MINIMUM WALL THICKNESS OF 5" (125 mm). UNREINFORCED RISER SECTIONS SHALL HAVE A MINIMUM WALL THICKNESS OF 6" (150 mm). N 4. THE 24"x48" (600 mm x 1200 mm) ECCENTRIC CONES MAY BE REINFORCED m OR UNREINFORCED. IF REINFORCED, THE WALL THICKNESS SHALL BE NOT E LESS THAN 5" (125 mm). IF UNREINFORCED, THE WALL THICKNESS SHALL d H > NOT BE LESS T AN 6" (150 mm). 2 a 5. JOINTS SHALL BE TONGUE AND GROOVE. JOINTS FOR REINFORCED E STRUCTURES SHALL CONFORM WITH ASTM C 478 SECTION 14, v 3 6. PRECAST UNITS SHALL BE ASSEMBLED USING CLASS "B" MORTAR. m 7. IF 30" (762 mm) DIAMETER MANHOLE FRAME AND COVER IS REQUIRED, IT SHALL BE INSTALLED WHERE THE REDUCER RING IS SHOWN IN THE SECTION. `O 8. FOR REINFORCED PRECAST STRUCTURES, ALL REINFORCEMENT SHALL HAVE A MINIMUM OF 2" (50 mm) OF COVER OVER THE STEEL ON THE INSIDE FACE. o U 9. THE TOP OPENING OF THE MANHOLE AND THE STEPS SHALL BE PLACED DIRECTLY OVER THE OUTLET OF THE STRUCTURE EXCEPT AS OTHERWISE N NOTED ON PLANS. 10. CONCRETE BASE AND STUB WALLS SHALL BE POURED IN ONE OPERATION a TO A POINT 2" (50 mm) ABOVE THE INLET AND OUTLET PIPES. ALL PIPES E SHALL BE RIGIDLY SUPPORTED BY TEMPORARY PIERS OR OTHER METHODS DURING THE OPERATION. CONCRETE SHALL SET FOR 24 HOURS BEFORE .- PLACING PRECAST UNITS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PRECAST CONCRETE 200-3 SEWER MANHOLE SN ET 2 OF 2 Packet Pg. 167 TOP OF CURB STREET SURFACE PROPERTY LINE TOP OF CURB SUNLESS OTHERWISE CFNTER LSEWER-�,I STREET SURFACE NOTED LENGTH A PROPERTY LINE I r CAP UNLESS I rUNLESS OTHERWISE OF MAIN LINE DINING NOTE EXISTING HC NOTED CAP } I LENGTH A ELEVATION F CAP UNLESS i O 6" (150 mm) WYE JOINING EXISTING HC i (SEE NOTE 4) i w > LASS 450-C-2000 i o S - 265-C-14 O t. CRETE ENCASEMENT <. ELEVATION F m ww O1 BRANCH m� Z w wi :+; 1/8 BEND z 00 r. " I 0 PROFILE 0 °� .'b'. 6" (150 mm) WYE a TYPE A E CAP ELEVATION E 0 ,,.e... (400 BRANCH E mm SQUARE 3 OR CIRCULAR PROFILE w TYPE B TOP OF CURB STREET SURFACE I ` PROPERTY LINE TOP OF CURB o rUNLE55 OTHERWISE LINE EWER STREET SURFACE U NOTED } LENGTH A PROPERTY LINE SUNLESS OTHERWISE CENTER LINE CAP UNLESS LENGTH B NOTED OF MAIN SEWER JOINING EXST H (SEE NOTE 4) 1/0 OR 1/16 BEND r LENGTH A AS NEEDED I CAP UNLESS E JOINING EXISTING HC U (SEE NOTE 4) ELEVATION F ELEVATION F LENGTH B i Q ELEVATION E i _ I X y 00 0 �po BRANCH I 1/8 OR 1/16 BEND AS NEEDED BRANCH PROFILE PROFILE TYPE C TYPE D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION reaw3n�im er nE A CARD PUN weuc'N011Ne BTNaNNe MC HOUSE CONNECTION SEWER 222_2 ame 19 COKMfIIe[ 1001 IIeV.low,3000 USE NTH STANDARD SPECIFICAIIONS FOR PUBLIC WORKS C Packet Pd.168 NOTES 1. EXCEPT AS OTHERWISE INDICATED ON THE PLANS, ALL HOUSE CONNECTION SEWERS HALL BE TYPE 'A" AND SHALL BE CONSTRUCTED ON STRAIGHT LINES AND GRADES BETWEEN CONTROL POINTS AND ELEVATIONS. 2. DIMENSIONS: A. Y = 6' (1.85 m) B. LENGTHS A" AND "B" - SEE PLANS C. HEIGHT "H" - SEE PLANS D. ELEVATIONS "E' AND "F' - SEE PLANS 3. ALL HOUSE CONNECTION SEWER PIPE SHALL BE 150 mm (6") UNLESS OTHERWISE INDICATED AND MAY BE ANY OF THE FOLLOWING: A. VC PIPE B. PE PIPE C. ABS SOLID WALL PIPE m D. ABS COMPOSITE PIPE y E. PVC PLASTIC PIPE x PROVIDED THAT CHANGES FROM ONE TYPE OF MATERIAL OR SIZE TO ANOTHER SHALL BE MADE ONLY BY MEANS OF SUITABLE ADAPTERS APPROVED BY THE ENGINEER. m 4. THE UPPER END OF THE HOUSE CONNECTION SHALL BE SEALED BY INSTALLING A CAP AND y SEAUNG THE CAP WITH 1" (25 mm) THICK TYPE "F" MORTAR AROUND THE CIRCUMFERENCE E OF THE CAP. o 5. EXCEPT AS CONTROLLED BY ELEVATIONS INDICATED ON THE PROJECT PLANS, THE MINIMUM n SLOPE FOR ALL PIPE SHALL BE 2% (S=0.02 MINIMUM). E 6. THE FIGURE IN A CIRCLE ON THE PLANS ADJACENT TO A HOUSE CONNECTION SEWER w STATION INDICATES THE DEPTH IN FEET (METERS) BELOW THE EXISTING TOP OF CURB TO WHICH THE m INVERT OF THE UPPER END OF THE HOUSE CONNECTION SEWER SHALL BE CONSTRUCTED. IF rn NO DEPTH IS INDICATED, THE INVERT OF THE UPPER END SHALL BE THE ELEVATION SHOWN ON THE PROFILE. WHERE NEITHER DEPTH NOR ELEVATION IS INDICATED, THE INVERT SHALL BE 6' (1.85 m) BELOW THE TOP OF THE EXISTING CURB. 7. BRANCHES SHALL BE EITHER TEES OR WYES AND SHALL BE ROTATED UPWARD FROM THE HORIZONTAL TO AN ANGLE OF 22-1/2' TO 45' WHEN TEES ARE USED. BENDS 0 ARE NOT REQUIRED BUT MAY BE USED AT THE OPTION OF THE CONTRACTOR. WHEN THE BRANCH ROTATION DOES NOT CONFORM TO THE SLOPE OF THE HOUSE CONNECTION SEWER, PULLED U JOINTS MAY BE USED FOR ADJUSTMENT. 8 CLAY MAXIMUM DEFLECTION AT EACH HALL BE d�O(WHICF( IS EQUALITO A P6LL OF VITRIFIED N FOR A 9PULL IS DEFIDNE0O S THE PIPE AND THE A�UTTING PIPE] ENDS ON TH1E CONVEX SIDE OF THE c 6URVE MEASURED AT THE OUTSIDE PIPE BARREL.) E E z 9. CONNECTION OF A BUILDING SEWER SMALLER THAN 6" (150 mm) TO A 6" (150 mm) HOUSE co CONNECTION SEWER SHALL BE MADE USING AN APPROVID INCREASER TEE R AN INCREASER FOLLOWED BY A TEE. Q 10. ALL HOUSE CONNECTION SEWERS OR PORTIONS THEREOF CONSTRUCTED ON A SLOPE EXCEEDING 45' SHALL BE ANCHORED PER SPPWC 221. 11. HOUSE CONNECTION SEWERS CONSTRUCTED PURSUANT TO A HOUSE CONNECTION PERMIT SHALL CONFORM TO ALL APPUCABLE STATUTES AND ORDINANCES. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PL HOUSE CONNECTION SEWER 222-2 Packet Pg..169 L L CRETE PORT WALL 10)E ' EX�ANSIOA DICK • UNDISTURBED EARTH FILLER 1' (25 mm1 SAND CASE A EXPANSION JOINT PROVED MATERIAL (SEE NOTE B) CASE D L N OPTIONAL = CLEANOUT w �f (SEE NOTE 11) _ J(/ E — E SADDLE A N I I 1' (25 mm) THICK UNDISTURBED EARTH L---U CONCRETE SUPPORT FILLER NSION JOINT WALL (SEE NOTE 10) L CASE 8 CASE E 0 0 L L U b o t' 125 mm) _{�/�� _ rj— .,yq�� — E EXPANSION JOINT FILLER I d I -- UNDISTURBED y-� �� • ''� = EARTH 1/L ) A EARTH REED A SAND OR(APPROVED EXPANSION s 1' (2S mm) THICK CUSH510NmOR APPROVED �STEBB IAL f LPESIO JOINT EXPANSION JOINT SADDLE FILLER MAIL SEENTE e) CASE C CASE F STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN sAaAMOAIeD W TN[ °Nam lff"°"��` HOUSE CONNECTION REMODELING 223_2 DM NN.Oak'WN USE WTH STANDARD SP I C WORKS CONSTRUCTION SHEET 7 .Packet Pg. 170 '' L _ ` CONCRETE ENCASEMENT ��/'<� —� 1c •• SP AS DETAILED HEREON SHALL BE USED FOR PIPE WHERME TSHE SLOPE OF THE PIPE IS STEEPER I I UNDISTURBED THAN 1:1 OR SEE NOTE 8 - EARTH II II A TEE OR 1' 25 mm) THICK 1" ?HI mmj SANG WYE NEW SEWER EXPANSION JOINT CUSHION R APPROVED 4' 1.2 m Ju =ju- FILLER EXPAN-0($EI NOTE 8) MIN. C CASE R ASE G d d N L —CONCRETE ENCASEMENT = AS DETAILED HEREON w SHALL 8E USED FOR 300 mm TEES OR WYES AND PIPE Y WHERE THE SLOPE OF THE / PIPE IS STEEPER THAN 1:1 OR SEE NOTE e E B I h m E > �•� TEE OR WYE y � A NEW SEWER y (SEE NOTE 9) 4' 1.2 m `' A MIN. EXIST. SEWER w j' 1. (25 mm)_THU EXPANSION JOINT FILLER CASE S m CASE H ` C O X U L N b L O I / NOMINOAFL P DIAMETER� MINIMUM DIMENSIONS Q INCHES (mm) INCHES (mm) 8 (150) 3 (75) . _-- --- 8 (200) 4 (100) 10 (250) 5 (125) 1' (25 mm SAND CUSHION 1. (25 mm) 1HICK OR APPROVED EXPANSION 12 (300) 5 (150) EX ANSIO JOINT � DINT E NOTE 8)AL FILLER CASE K SECTION A—A CONCRETE ENCASEMENT DETAIL (SEE NOTE 5) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STMOARD PLAN HOUSE CONNECTION REMODELING 223-2 Packs!Pg's'1Y1,•=; 5.F.6 NOTES 1. EXCEPT AS OTHERWISE INDICATED HEREON OR ON HE PLANS, ALL HOUSE CONNECTION REMODELING SHALL CONFORM TO HE APPLICABLE PORTIONS OF SPPWC 222, HOUSE CONNECTION SEWER. 2 ZNLTEGFRHELHUEF DCON REOEIG ION L IS HE HORIZONTAL LENGTH FOR VALUES CONNECTION .OLN 3. EXISTING SEWERS ARE INDICATED BY DASHED LINES. HOUSE CONNECTION SEWERS TO BE CONSTRUCTED ARE INDICATED BY SOLID LINES AND SHALL BE OF THE SAME MATERIAL AS THE EXISTING SEWER. HE CONTRACTOR MAY CONSTRUCT HE SEWER WITH OTHER MATERIALS ALLOWED BY SPPWC 222 PROVIDED APPROVED �A�DAPTORS ARE UTILIZED.)) 4. SEWER ON 1A CURVE ORSI(TBANY CHANGE N USED TO WHERE PHYSICALRORTGEOY CONTRACTORASHALL SUBMITDTO THE USE ENGINEER t FOR2 APFIROVAL/Hk4 PROPOSED HE ^ METHOD OF REMODELING OR CONSTRUCTION. v 5. ALL HOUSE CONNECTION SEWERS TO BE CONSTRUCTED UNDER A PROPOSED CONDUIT rn SHALL BE ENCASED IN CONCRETE AS SHOWN HEREON. WHEN HE HOUSE CONNECTION x SEWER SLOPE EXCEEDS 1:1 HE CONTRACTOR MAY, AT ITS OPTION. PLACES A o CIRCULAR CROSS SECTION WITH MINIMUM COVER EQUAL TO DIMENSION "X' AS SHOWN ON SECTION A—A HEREON IN LIEU OF A SQUARE CROSS SECTION OF CONCRETE. CONCRETE BEDDING AND ENCASEMENT SHALL BE CLASS 450—C-2000 (250— BEYOND THE DO OF EXTEND SIDE THE F HE PROPOSED CONDUITAST 1' (300 mm) £ m 6. FOR CASE R AND S, WHEN HE SLOPE OF HE PIPE EXCEEDS 1:1, HE CONTRACTOR o MAY, AT ITS OPTION, CONSTRUCT A CHIMNEY CONFORMING TO SPPWC 220 a ON HE NEW SEWER IN LIEU OF CONSTRUCTING HE ENCASEMENT SHOWN HEREON. E 7. FOR CASES E AND F, SADDLES SHALL BE CONNECTED EITHER TO HE LENGTH OF 3 PIPE CONTAINING HE EXISTING TEE OR WYE OR TO HE ADJACENT DOWNSTREAM y PIPE LENGTH. rn g, CONDUITS TO BE INSTALLED OVER OR WITHIN 1" 5 mm) OF ANY CONCRETE ENCASEMENT OR STRUCTURE, WHETHER EXISTING OR TO BE PLACED IN CONFORMITY ° WITH THE REQUIREMENTS HEREIN, SHALL BE INSTALLED ON A 1" (25 mm) SAND CUSHION OR APPROVED EXPANSION JOINT MATERIAL. CONCRETE ENCASEMENT INSTALLED PURSUANT TO THIS STANDARD PLAN SHALL BE SEPARATED FROM EXISTING CONDUIT WITH 1" (25 mm) THICK EXPANSION JOINT MATERIAL. 9. (THOSE PORTIONS OF AN ABANDONED PIPE LOCATED BENEATH OR WITHIN 6" a EXCAVATION FSHALLLLBEAREFILLED TO HE EGRADE OF T REMOVED. U HE NEW PIPE INVERT WITH CLASS 100—E-100 (60—E-0.7) CONCRETE. THE CONTRACTOR MAY AT ITS OPTION, m SUBSTITUTE MECHANICALLY COMPACTED BACKFILL IN LIEU OF THEE CLASS 100—E-100 �+ (BO—EO.7) CONCRETE. THOSE PORTIONS OF ABANDONED PIPE NOT REMOVED SHALL BE SEALED. WHERE CAPS ARE USED, THEY SHALL BE SEALED BY FILLING THE SPACE ABOVE THE CAP WITH SAND AND A 1" (25 mm) THICK COATING OF TYPE "F" MORTAR. s 10. SUPPORT WALLS SHALL CONFORM TO SPPWC 224. m It WHEN INDICATED ON THE PLANS OR THE SPECIAL PROVISIONS, A Q CLEANOUT SHALL BE CONSTRUCTED IN CONJUNCTION WITH CASE E AS FOLLOWS: A. SUBSTITUTE A "Y" FOR THE 45' BEND. B. PLACE A 45' BEND ON THE UPPER END O THE "Y". C. CAP TOP OF 45' BEND NH A CAP AND SEAL NH 1" (25 mm) THICK TYPE "F" MORTAR AROUND THE CIRCUMFERENCE OF THE CAP. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN HOUSE CONNECTION REMODELING 223-2 Packet Pg. 172 COVER IDENTIFICATION B LIFT SLOT P` COVER IDENTIFICATION: a "TRAFFIC SIGNAL" - TRAFFIC SIGNAL CIRCUITS, INCLUDING THOSE WITH STREET OR SIGN LIGHTING. E 1/ 8" (3 mm) .,STREET LIGHTING" - CIRCUITS LESS THAN 600V. CLEAR �n "STREET LIGHTING-HIGH VOLTAGE" - 600V i OR MORE. E I i� "SPRINKLER CONTROL" - CIRCUITS LESS THAN 5OV. i i�EXTENSION WHERE STREET LIGHTING BALLASTS NOTE: ARE REQUIRED BOXES SHALL BE PCC AND COVERS SHALL BE y NON-BOLTDOWN TYPE UNLESS OTHERWISE NOTED. m `o PULL DIMENSIONS (mm) BOX TYPE OUTSIDE COVER E N0. A B C D 3 1/2 PCC 19" (485) 13" (330) 15" (380) 10" (255) a 5 PCC 25" (635) 15" (380) 21 3/4" (550) 11 3/4" (300) E `m 6 PCC 34" (865) 22" (560) 29 3/4" (755) 17 314" (450) N 3 1/2 PLASTIC 16 3/B" (415) 11" (280) 15 3/8" (390) 10" (255) v 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) 0 0 PCC APRON, 3" (75 mm) THICK AROUND (150 mm) N PULL BOX. OMIT IF PULL BOX N CONSTRUCTED WITHIN S2E : E ONDUIT 1" (25 mm) CRUSHED ROCK STREET LIGHT PULL BOX INSTALLATION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION AN PLAN RroNJWAIiD BY WE °"�•°""°""°°INC. PULL BOXES 405-1 �� . >a� Pjc6t.Pg.,173 E 5.F.b.. r.. 7916" PCC APRON 190 mm SLOT 7/8"z 2 1/2" PER STREET LIGHT MACHINE SCREWS (22 z 60 mm) PULL BOX INSTALLATION 2„ mm 8.(200 mm 50 mm E " COVER ENTRIES(50 mm KNOCKOUT w/ CRUSHED CA ROCK GROUTED CONDUIT 29" BOTTOM w/ (735 mm) DRAIN HOLE 1/2" (13 mm) GALV STL CRUSHED ROCK DIAMOND PLATE y PER STREET LIGHT pCC 100 mm) _ PULL BOX INSTALLATION NO. 5 PCC 4 0 PULL BOX N TRAFFIC SIGNAL {7s mm) d PULL BOX INSTALLATION E 0 a E CRUSHED ROCK 3 ATTACH STL PLATE PER STREET LIGHT PCC COVER PULL BOX INSTALLATION N WITH 2 BRASS MACHINE SCREWS, 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 E 0 0 U N a � EW CONDUIT c CRUSHED ROCK PER m STREET LIGHT PULL BOX INSTALLATION r E 90' PVC OR RIGID STEEL io, i� E EXISTING CONDUIT Q PVC OR RIGID STEEL 512E 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 SH Packet Pg. 774 - S:P.b'"',:r UFnND SLOT UF11N0 SLOT 7/e' (10 mm) q IF SPEO'D IF SPECO� J (188 35 mm) ( (-1 2 1" 25 m J�V Vcc A - G cc) 0000 c JOO❑❑QO I9 mm \ y Ue�QO noon 2" (50 mm) PICK HOLE N 7.5 2.5' 314' (20 mm) OIA 2 {5' W N TOP OF COVER BOTTOM OF COVER E 0 a E R . 73-9 18' J4t.S mm d yy/3 ' 7 SPACE AT 1-1 9 32' 40.5 m 19/32 (15 mm) y (26 mm 3/15' (5 mm) Ip^ N 3/18' (5 mm) R FFF _ (25 mm _ 29 m (38 mm) (}2 mm 2-1/2' (54 mm) I�..�3f4' (19 mm) 12' -'I t' (25 mm) 18 mm) 7/8" (22 mm) SECTION A- A 3/15" (5 mm 32" (4 mm) .N- 1-3/8" (35 mm ryj5' (15 mm) 5/32' (4 mm) C 4' (19 mm) 27-3 8" 895 mm (38 mm) R Q e' (152 mm) 3-3/4' (95 mm) 3 mm I 24 (870 mm) _ 3/4' (19 mm) 32-1/2' (828 mm) 4 C r tOB- mm FRAME DETAIL SECTION THRU FRAME STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD LA ° mlly � 4" (610 mm MANHOLE FRAME "WC„ BWMD9 Am COVER 630-3 W6HpgL 9pIMTiFC IN4 IKV. +9Yq aow S u I UCnoN `Packet Pg. 175 NOTES, 1. THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 35B. 2. COVERS SHALL BE CAST MATH THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS, AND THE AGENCYS IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE LETTER "0" OR "S" SHALL BE APPROXIMATELY 2-1/2" (65 mm) HIGH WITH 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 IDENTIFIING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME. rn 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN m MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. `o w 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 w RANGE OF 95% TO 11OX � 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE o 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). in 8. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS. PARKWAYS AND ALL PLACES OTHER THAN PAVED STREETS SHALL BE PROVIDED �o MATH 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" �20 x 20 mm) STAINLESS STEEL SOCKET— SET SCREWS WITH 3/8 (10 mm) RECESSED HEX HEAD. ALL THREADS SHALL BE N.C. 0 N t0 N C E S V 10 a STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 24" (610 mm) MANHOLE FRAME AND COVER 630-3 PacketPg.:776'. CALTRANS STANDARD PLANS d d N Z O in L d E d O ' a E `m 3 d N v e U R G O U N b N C d E L U N Q PacketPg. 177 . .�. -- . . ? _o , �_, _ �e __ � � � z w - - •�' � - .ƒ ; Ig ee j § � H \0 § ! \ {$ � ) % � 2 ! § \ q§ • � � �� / • U� / 700 e \ . § 0 cn !\! ; \ ° \ / E . § ! ! ) i � f t § ( k ) . | } � \ # ; 449 SURVEY DOCUMENTS d v 0 w N C d E m 0 a E `w 3 d w v m U R C O U N b N C d E L U N Q Packet Pg. 179 5.F.b'.. CITY OF SAN BERNARDINO Paw IDENflFICAnON Point # A Ham-8 PRA "' L)15K 5TA/DPED 5295 IN5ET NAVSS // 4D. 1 to 1°557. 3LocJ F'T.. WEST DFTHE P. /, bF /[cT^' ST. NAV29 // 37. 45 $ '1-1 " 5T, LZ. 3 F7. £R5TE 239 FT NDRTNOF !F P. /. Noaa/Pid _ I Go Lr 57 1D A' LDCAL NDR7i/- .50U7 H 2 1 A DiTACE/11T'7'D QuadSA(WAVY0I9DIN l P_ FIIDD EAST QK I-215 IIV FRDN7 6F'AF/DU5E'*Ef00 /zp By.LO5H SID DAV. _ Z.5F7 AIDRTH OFTHF A)DRTHCUR6L11,PE DFIGTff 57 Date: 7-18 -62 Z, b1�TWESTbFTHFi'KGLblUCyR710/✓ Df 7NEK/EST- �- ED&E OF R NDR7N-56U7H 5, Y/, TD 7'NE A1OUSE N LFGOTODDEESC1RIP'nON: G[ylr,8 0 N C FR17111 5plo BERNARD/NO C-17' Y HA[;. AT Tf//RD ST D ST e ntDATH D /U 'D " 5T /. / /17/ TO 13HSEL//!JE ST. THEN LJEST a "N" DN 6A SELIAIE D.5i711 TD "N -57' THEN /VDRTP 0111 ST. D, 5 MI 7D 1 [n ?M 5T. � m a m u m c 0 U N N C E E s U A Q CRE-5rr r Roman m City Eapoeas Ofrm-300 N."D SSma.San Bmia/diao,CA 92419 PacketPg. 180 UICINI7Y MFIP CITY OF SAN BERNARDINO Point N P 9— 8 NAV88 11-9D, 1 (0 NAV 29 1/37. 4 5 . ILoT" ST to Noaa/Pid 0. 5 I - Quad 54NBERDRRDlN6, IT. M -8 A S EL I N E ST By:LD5H SID DAL Date : 7— /S v _ d U) 0 _ A CI ® Tf/LRD 5T, E ' LJTY o l fl f)LL E 3 4REA DETAIL m v u /t to D c \ /to ill 5T. U 01 tn E -3 I / (c T'" -5 T, a Z I NOTE: POINT IDENTIFICATION AND GO TO DESCRIPTION ON BACK OF T u M: Packet Pg. 181 00 1067 216 02 F. 5-SO T STREET N 5. 6.G 13 /4 I 7/ES CNECKfII!!-I3-o0 -• BY /V 71 C'M I WD iy T z TNEECK I I I s w - IfOL PONTC4.°FT. PE2 _� -} I ELY FTHEBZC P.PER 56.LFD. YH5- 70T - - 5.BZ.F.B M5-76T d E t I __,tort F I �6I 1- 'r r q 5TIFEET n I _ SETP.C . "SB C—!T( WRSl1EK g9� VGA SVRFRLE Ld/./° -�$ X" T/� NAILS ( F i FDQhT` I FDL TDNT.C.'/D`e LTDN T.0 H. FT (NI`LYDFTHE BGRi PER ! I J.. _ I F`LYOF7NEEGR v -PER -S:B.0 F f3.IH5-7DT 13r:1Y5-70;T Li £ - r - - - - L T F DTE.S_.L5Aly ERNR1RD 7IN C71 F/ECf 1300K L DE)W T� 5 _iRN5/TL1NF NDLD5 DVPR TIE D/57f7/IJGP t c 1 r . I t , 1 ..1 tr r } ' �- - E r s , , i A,ge 2 of 2 .:Packet Pg. 7.82 16 216 02 lq" 5TREET" -'- S iT S. B.L.F.Ci 14 5.- T/�5 Gf/EGKED!/13�D /5 Y MT CDX R. D. L05N , , I ; I LJ FD L TONTC ZD FT I °� I � i FD L�TDM T.L. /8_'8 FT w W'LYFTHEFCR FE v�j E>LY FTNEBCR PER 5.l3GFl3 JH5-7/T 5BCF/3 /y5-7/T _ '5TREET y 5FT PK R//�lC S:Ci:CITY" A 1 r'_ . i I92 W 14's RFgCE FO LT ONTL '/7 r2 f7' - � _ _i__ FD. LFTDNTC 15.2 FT ""W'L?/ OFTXEBGl�' PER _ I- E'LY DFTHEELR !PFR }-5.(3L:F,.l3:YH5-7fT !Y5 fr- _ i IT- jjrj 'S �C_F ! iUFNOTN SEk D'fT7 Y F E'LrX ,- C� DEN EST X517Ll DAD' MR i r fi r- 1 t '� I Page 2 of 2 Packet Pg.:183'.. 00 1069 216 0 5.Fb" „N. STREET .5. a ,f.F. B. lh'S- gar - T/ES CNELKED//-/'/• 8Y: N.T. CDX R.D. LD 914 i ct , _ � 1 (- -}1 F } t- I- to L I 1- - - DL�76NTC. /In /F7 'LY FDC tziNTC23:DFT W'LYDFTH9BL.R.AER - DFTN£L3CRPc'RS.B.f.F13 I__ _ S.B.C.F. Q./H 5-73 T �- !-4- %45-73 T w I � i T ENRIL S Boy; t ._l. I _ 1 I -� _ r FD LEON T-Ci11D 3 F,T. I, 1-: _rL FDL4T'ON,TC9.KFTE'LY W'LY 'OFTHE $CR`PFR ' - " " OFTNEECRPPR �8CF13 L --CH5-73T -- I V T e 5 FIELD L3Dd "}- pE RAJSITL f1� �71?ER !_D/3TR/bGE -VT Page 2 of 2 '00 1070 216 02 S.EE: i I r I -Ti I + T/E_SCHEC(EO// /HTDO � I I ` t _. I r r i (- V LL i i _ FD L TONT.C_ /,DFT r I FD L TONT& L° THE- w F LY DFTHE EC R, PER + I' _ �'" ;' I -8eCR PER .BC.P.8 Y 45-72 T; I-- - -tY- - IHS-72T ;- c 5 B.C. F, f3. ! �!T 1 - REE,T( I j y LSETPK/UN/L °SB_C/TY° 1 �.J WASQERCSitJR11G5'. I i 1 ff W// FTX-7/E AIL r FO. LET DA) TC 1317 T FD Lf:TDV T_C. 3. FT W'LN 7)FTRE I3 GR P k - ( - - E'LY OF THE E4/ivTT r . 5 8-L.F5 lH5-72T 56:C:Ft31-1., 7ZT i _ —� I E I I _L- - tS. H/19 /3E A A D/ D /7 5 AIP4 D - DD } � N4 STRRN3l 1 N L 6V T/F ST k!G i - -' Page 2 of 2 Packet Pg. 185 ' 00 1071 216 02 5. 8. C. Fl3. /y5 - q 'Al" STREET T/ES GHEGt ED. '• BY : N.'T CDX _.'__` I I - � FDT F6CR PER S.B.C. FD Z TO A)T1.Z 3 ,9 FT LY W'LY'dFTHE EL R I'4'R O F/3 � 5.f3:C .F. f3. 195 7H T- /.y 7Y7 E - d f o Z / STREET v, t� - SETW,�o/LAS L3. G/TY" CO W�RSH/l,O SURFACE FT X-T!E' Nf!lLS 7 { FDLf ONT_[.7DFTEYY N r-DL TTC. Z3-6 W':I Y d Fr7 HE D GIZ PEk -` m-f -d FTHF SCR Pklt S-.8ZF . f3:C.F, l3 'l95- 7HT -1- - �- -� - - - 1H3' 7YT,-- d3 I YEi NDT_E3 i 51 rl 7 " D DVE 7/GE" (STRNL6 t 513 CAF f3�DEIUdTES A k�u I I— .a. Page 2 a/2 5.B.C.F. 13. 145 - 857- 14""57REE7- '- - II T1E5 CNEGXED D2-D/a DI 13Y'./L.T CDX a R. LDSN � I , I j i T FD TDN7,.C' 13 0 FT '. {I -T FD L tT a N T G /7. SFT LY aFTHC 2D2 NEi t __ E Pl yE r- C:F B E L Y OFTffE CURLiLIN _ -s�45 - - r - PI. P y5 d i E'R S EiGF13 / Co3T C R. 202 O a r p _ r 1 > � ' I ! � 1 - O. ((-Fl I r.....1 t I....1 I L _ . f 7- I I I ., ' . - - E L.. I r HfGHL RND '--I--� -i--� Ste" e n P. K. /UA/L' S l3'CIT Y• 'W /aSN.FR FLU SN, FRO14 r a t _ {{� _ N - -- j FDL TON 7 loop I PD Ll<TD/JTC iE,THE 6G7R PERS.CiCF."G. _ � L ZA. P,2 S9CiF, 13 a ti ,- �C I'- 's -- _h. r s3 Z DENDTES SRN 6ERN ti —.- h r r DENDTES' TRRR15fTLA1EHQLDDYERT%E ' D/57HlUG � � 6N' FILE VOTH It . '.RDCNo TES - CORNrR RECORD DO�CUwIENT 1 THE .SA-N -! BERNARQlN� .CdLINTY�SURVEYO,PS OFF/CE Page 2 of 2 Packet Pg. 1$7 i SURVEY MONUMENT PRESERVATION GUIDELINES i CALIFORNIA LAND SURVEYORS ASSOCIATION & CONSULTING ENGINEERSAND LAND SURVEYORS OF CALIFORNIA Joint Professional Practice Committee - RlversidelSan 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 ofthe 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). AR new and replaced survey ties shall be by transit method. d The following regarding public works construction in the Public Right of Way is extracted from letter n from the above agencies, dated April 13, 2007• _ `o NEW & RECONSTRUCTION PROJECTS E A. PRIOR TO CONSTRUCTION 0 (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 E detector. When the detector indicates the possibility of a buried survey monument,then ? Q digging below the surface to uncover the monument within 2"of the road surface is u recommended. a (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 0 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 N to the County Surveyor for review,signature and filing. c a B. AFTER CONSTRUCTION AND PRIOR TO RECORDING E NOTICE OF COMPLETION m z; I. All covered and disturbed monuments shall be reset with the same or more durable type a 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 comers). 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. Packet Pg. 188 CONTRACT AGREEMENT d d s N C d E v 0 a E a 3 a N ao a U A C O U N N C d E t U A Q PacketPg. 189 © 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 d cost and expense in the Special Provisions to be furnished by the CITY, to famish all materials, tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the x 0 N SEWER IMPROVEMENTS E FOR ; "H" STREET AND THE ADJACENT ALLEYS a BETWEEN 17TH STREET AND HIGHLAND AVENUE £ (SW 11 -002 ) O y in strict conformity with Plans and Special Provisions No. 12621 , 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. r? 2. CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full N 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 m obstructions which may arise or be encountered in the prosecution of the work and for all risks of every E description connected with the work; also for all expenses incurred by or in consequence of the suspension or m 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. Packet Pg. 190 i kk*� AGREEMENT: SEWER IMPROVEMENTS FOR"H"STREET AND THE ADJACENT ALLEYS BETWEEN 17TH STREET AND HIGHLAND AVENUE (SW I1-002) 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. v d IN WITNESS WHEREOF, the parties of these presents have executed this contract in four (4) w counterparts, each of which shall be deemed an original in the year and day first above mentioned. _ `o i w N C CONTRACTOR CITY OF SAN BERNARDINO E NAME OF FIRM: o a E BY: CHARLES E.MC NEELY, City Manager ® City of San Bernardino BY: v TITLE: ATTEST: 15 0 MAILING ADDRESS: N N N RACHEL G. CLARK City Clerk E s U Q PHONE NO.: APPROVED AS TO FORM: ATTEST: JAMES F.PENMAN, City Attorney Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation,Secretary should attest. Packet Pg. 191 ,o; : I a , v HIGHL,IND II II AYHNU6 p @H k SH $ @� ��_• 1—_ 1__I p k S § I I I 1 @ # Hgfr #kg@' y. H �� AY c} -i—r•_t--1'_ BRIEF i 'x °pp yy xfr I n 1 11 1 1 I I Ippnl I ? � €kH kg p3 k3 l" k Y �@I I 1 1 1 I E Z! Lill r @ H._1y11 1°g oil! 11 l$ 1& § fr� 5k@ 8@ � d s4 9H d � Z EeA 1 =11 3809 5 1 it I I I I I I ISI I I I __ N Ei = .� I ( -- s C~--__-- - — - -- ---= E 4O X11 \U "--ITT'T _I—T_ �- u I I I 6 I I I I I I. 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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 SEWER IMPROVEMENTS FOR d "H" STREET AND THE ADJACENT ALLEYS iz BETWEEN 17711 STREET AND HIGHLAND AVENUE ? 0 (SW 11 .002) c d in strict conformity with the Standard Specifications for Public Works Construction 2009 Edition,the Bid and Contract Documents, and Plans and Special Provisions No. 12621 , of the Public Works Department for the City of San Bernardino. Undersigned proposes and agrees if this bid is accepted, E 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 d do all the work and furnish all the materials specified in the contract, in the manner and time therein v, prescribed, and that he will take in full payment therefor the amounts contained in the attached bid schedule. O 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 160 working days from the date of said notice. o 0 The undersigned further agrees that in case of default in executing the contract, or furnishing o necessary bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying °n this bid shall be paid to the City of San rnardino as liquidated damages. N N b N Signature of Bidder: Date: d E L �r U ( Printed Name: (/oNnwy IV. -1&u C14 Title: Q��<� BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO. 9 DATE: f �Y ADDENDUM NO. 2 DATE: ADDENDUM N0. 3 DATE: A-1 PacketPg. 211 } ¢ �T \ , » : Q y ZD� � § B \ co ! - \ / k \ fk & / 2 \ {T� i pim LU §In co I : / k -- ) \)\ } ƒ 0 Q°} §$i §%9 r » ) ( _ ) ( §} § /Q ■ \ \ � a )/7 2z® ( (( E ; } )\ ■ � � ® ® ® ° � . � � � � �• 0 \ » $ ) k \ k ( k § ! 7 w \ � ) } \ | \ if � 19 -6 § , � ¢\ y \ f e k2 ; LU ) % � { ~ k Lo ! ED a / CD { ) )¥/ � - e \ - t ci cn k \\\ ) � - ® # / - ; 2 4 � 2 ) ) - 2 / ) )§ § � / § §q %\ \ ! § E ° �§) } � ! 7 wa § S §ea \k / \ \kk r $§ /BCD � ® 2E & : E \ . )» $§ - ) m \ m = z ! lO/ i \ $ } \ w , ® & N ® w 0 ~ . It - a = ) k \ \ \ } 7 \ 7 ) \ ) k \ } \ \ \ \\ ) \ kkp � , )\ / / \ jk \ � � ` § 2 ® k \ LLJ NC LU C) \ \ Ic ui k 5 ! 2 | z ) ! k j §} § e ;w ! « ) ; { \ ( � ( { 0 ƒ � 2 ! ° k ; z # / , }§)( /) / / ( 26 , § / § k 2§k] [ t3 , ! & § � � \ k � _ z § §§ \ §m% \/ § m $§ \ ( \ \) k \% } /k� § { E ] / k ) § ■ » BIDDER'S INFORMATION Sewer Improvements for"H"Street and the Adjacent Alleys Plans and Special Provisions No. 12621 CIP No. SW 11-002 Business Name: Business Address: J'$c, !Z 10 . d d N S Phone Number: �y�v SZ v v w w Fax Number: r 2 f ql/ E-mail: /�){b J 17, *o/4 cv/ 6-A o n $� �3S Contractor's License Number: 3 v Business Entity: (for example, corporation, artnershi , sole ro netorshi �'� D� �v ✓ w DBE Certification No. if a licabie E U O O C O v. n N N b N C E E L u m Q A-4 SUBCONTRACTOR DESIGNATION Sewer Improvements for"H"Street and the Adjacent Alleys Plans and Special Provisions No. 12621 CIP No. SW l l-002 dl 4— Name of Bidder. 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. m d In accordance with Public Contract Code Section 4106, if a prime contractor fails to specify a subcontractor of if n a prime contractor specifies more than one subcontractor for the same portion of work, the prime contractor s 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. E v Subcontractor's Subcontractor's License Number Work Item Subcontract a Business Name Business Address and Class Amount $ E s s-5 F/A0ep&7L G,navZ'K /Sooc E fll�:ts�i vAV•Nri �.h RN 4 c�a u 0 0 r 0 a a N N U) N C d E L U N Q A-5 PacketPgt216.' 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. v m N 2 Signature of Bidder: Date: i L N C E Printed Name: p/lNM /v " 1<14' Title: a E //�' d oc /l 9-64 i 10 w Business Name: �i� Al-•2- ,�J .. w v m N C d E O O r O O. a fq N N N C d E L O N Q A-6 Packet Pgu217;' (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 swom,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, n connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from x 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 v bidding in connection with such contract; that all statements contained in the bid are true; and further,that E the bidder has rat, directly or indirectly, submitted his or her bid price or any breakdown thereof,or data 'o relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, E organization,bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. — d inn Name a I © N Signature of Bidder w E Pri ted Name and Title 0 a ETA 3 -�+�Vin2- CAF g2ciy �, Business Address c m Place of Residence E u Subscribed and sworn to(or affirmed)before me this day of ,20_ C the above proved to me on the sis of satisfactory evidence to be the person who appeared before me. Signed Notary Public WNW for the County of State of California. My Commission expires on Year A-7 - Packet Pg. 218 n1rPi GALLUS1p5V This cerliliCale is alfached fp a--L- page tlpcumeal dealing wile/enlilletl�GIDAL IT and tlafe61113 T�� California JURAT Stale of California County of Orange Subscribed and sworn to(or affirmed)before me on this 5th day of March rn 2012 by Johnny N. Klichan proved to me on the basis of satisfactory _ `o evidence to be the person(,,)who appeared before me. E E m 1 > CAROL A. LUSTIG Q U • COM 4 #1917984 ; a Q ti NOTARY PUBLIC-CALIFORNIA 'n l E j ORANGE COUNTY n COMM.EXPIRES JAN.16 2015 Seal In R � Signature @ E O O 0 O a v. N N N C U E L U Q Packet Pg. 219 5.F.d © Bond No. 5632 BID BOND FORM Wa,the undersigned, Rikola Corporation as Principal,and Merchants Bonding Company (Mutual) as Surety, are hereby and firmly bound unto the City of San Bernardino.--, State of Caiifomia, hereinafter referred to as"Obligee'in the penal sum of ton percent I Mo ) of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors, administrators,successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: x WHEREAS, the Principal has submitted to Obligee,a certain Bid,attached hereto and her made a pan hereof to enter `o inteawntmc[in writing,for the Sever Lprovments for RST 6 Alleys etveen 17th Street 6 Highland — 112621 c m E m (Copy here the exact rule description of work including foradon ar it appears on the proposal) 0 a for which bids are to be opened on March 6. 2012 £ (fnserr dare of opening) ; d NOW, THEREFORE, N a If said Bid shall be rejected,or in the alternate, yCO. b. ifsaid 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 forhis faithful performance ofsaid contract, and shall in all otherrmpects perform the agreement created by the acceptance of said Bid, E E then this obligation shall be void; otherwise,the same shall remain in force and effect; it being expressly understood and u agreed that the liability of the Surety for any and all claims hereunder shall, in no event,exceed the penal amount of this O obligation as herein stated c M The Surety, for value received,hereby stipulates and agrees that the obligations of said Surety and is bond shall be in no way impaired or affected by arty extension of the time within which the Obligee may accept such Bid;and said Surety does in hereby waive notice of any such extension. sv UP Signed, this 13th day of February , 20 12 c IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals,and such of them as are e' corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, z the day and year first mentioned. m Merchants Bonding Mikola Ja isration (SEAL) Company (Mutual) (SEAL) a Pr'r wety By: — By: .I .� Signature I Signature Johnsty R. %lichen — President Ryan Mantle — Attorney in Fact NOTE:Notarization of Principal and Surety slgnatcres and Power of Attorney of the Surety shall accompany ibis form- © A-S �t�tr CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California County of Orange On 3-5-2012 before me, Carol A Lustig Notary Public (R.e wort mire and hde of am an personally appeared Johnny N Klichan who proved to me on the basis of satisfactory evidence to be the person(s)whose nam*)is/ape subscribed to the within instrument and acknowledged to me that he/2heAhe5L executed the same in his/herftheir authorized n capacity(iea),and that by his/herkheir signature(s)on the instrument the person(s), or the entity upon behalf of = which the persou(s)acted, executed the instrument. w I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 'o Qc CAR OL A. LUSTIG COMM.#1917984 £ WITNESS hand and official seal. NOTARY PUBLIC-CALIFORNIA fl m3' ORANGE COUNTY 0 COMM.EMPIRES JAN.16 2015 i v Signahue ofNWryPubac . m d ADDITIONAL OPTIONAL INFORMATION c INSTRUCTIONS FOR COMPLETING THIS FORM m Any acknowledgment completed In Carramm must conmim verbiage erectly as E DESCRIPTION OF THE ATTACHED DOCUMENT appears above to the rotary section or a separate acknowledgment form mart be '.. v properly completed and attached ro that doaonent. The only ecceptmn is f a f 0 Bid Bond, City of San dacemantu to be retarded aunlde ofCdhfornd.In such mslmem.anyohernatim t (Title or description of attached doaum at) ackooe ledgmenr ws6Mge as miry be printed an such a document so long as the 0 earbi ge does n ei require the notary to do something shot a!!legal for a notary in p- Bernardino Cal forma (ic. cm fymg the authorea d ca/mdry of the sgner).Please check the t (fide or dweriptien ofattaebed document command) doncerest comfallyfor paper notarial warding a ad attach thajoms lfregwired to Number of Pages 1 Doemmi Date 2-13—12 • state and County information mot be the Slap and County where the document N B sinci(s)personally appeared before the notary public for acknowledgment N Date of nomnieater.moat be the date that the signals)pmonally appeared which moat alas be the same date the acknowledgment is completed. C (Additional information) The notary public must print his or bar mine ea it appear,wahim hie or her y commission followed by a comma and than your title(notary public). E • Print the name(s)of document signa(s)who pcamelly appear at the time of L U notarization. N CAPACITY CLAIMED BY THE SIGNER Indicate the correct singular or plural forme by..am,off incorrect fairs(i.c. Q ❑ Individual s he/ehddray, a/ere)or wcling Ne tuna!forme.Failure to conecgy indiula this Ovfonmetinn may lead to rejection of documanl recording. Corporate Officer • The notary awl impremian must be clear sad photographically repmducibl.. President Impression must not coves ro l or he-.If and impreeaion aaudga,mescal if (Title) sufficient arw permits,otherwise complete a dia'aent acMowledgmrnt farm. ❑ Partner(s) • Signamre of the notary public must match the ei,mmare on fit.with the office of the coanty clerk. ❑ Anomey-inFFact • Additional Information is not required but could help to amain this ❑ Trustee(s) acknowledgment is not misused m seethed Ina different document. ❑ Other 4, Indicatelillamtypeofan baddoanm.Snumberofpzgesanddale. I radical.the capacity chimed by the sign..If the claimed capacity is a corporate officer,indicate the tide(i.e.CEO,CFO,Secretary). • Securely attach dus document to the signed document 2008Vmion CAPAvl2.10.07900-873-9865 www.NouryClasses.com Packet Pg.221:-... S.F.d CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California 1 County of Orange J} Ono before me, Mary Me Liprioni – Notary Public oae Irem NSKaEIenaE4 actor Ryan Mantle personally appeared By _ qaI N 2 who proved to me on the basis of satisfactory evidence to 0 be the persorlK whose namdgg islarl€subscribed to the a within instrument and acknowledged to me that --- � he/shy>'�ayexecuted the same in his4rIFta9[authorized 0 MARY MARTIGNONI capacity04 and that by his7fDe47tW signature@¢on the d COMM.# 1947853 i instrument the personK or the entity upon behalf of o it NOTARY PUBLIC-CALIFORNIA which the person acted, executed the instrument. o. OR,AGE COUNTY E My Comm.Expires Sept. y 015 1 certify under PENALTY OF PERJURY under the laws 0 of the State of California that the foregoing paragraph is d true and correct. N co WITNESS my hand and official seat. Signet, el@uGmd Ne PulYk PNce No�sry S W PEa.� � OPTIONAL E Though tha information below Is oot regoked by law,if may prove valuable to persons relying on the documenr u and could prevent Imudormt removal ,d ,,pwhmen(of this loan to another doounwnt. O 0 Description of Attached Document r 0 Title or Type of Document a Document Dale: Number of Pages:_._ to N Signer(s)Other Than Named Above: - m N Capecity(les)Claimed by Signer($) d Signers Name: Ryan Mantle Signer's Name: E ❑ Individual ❑Individual 0 ❑ Corporate Officer ❑Corporate Officer—Tite(s): `9 ❑ Partner—0 Umted 11 General ❑Partner—❑Umlted ❑General Q Attorney In Fact El In fact iaP or m�mt tee TPP Ot MUmE INre DTrustee ❑ Trustee ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: Merchants Sov d:LM Company-(Mutual) ®2001 Na11wW Ndary ASm3a4n•833�Da.Sp,O AUn..PO.BOn 2402•C�aL rM.CA 9f J1J2CO2•frvm_NaWnlWtaryaA Itemt.•�9m R14d9[CarTdFkealBMB]BC9T] PacketPg:222 r Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know All Persons By These Presents,that the MERCHANTS BONDING COMPANY(MUTUAL),a moderated duly orgaared under the laws of Me Stale of Iowa,add having as principal office In the City of Des Moines.County of Pak,State of Iowa,halh made, constituted and appointed and does by these presents make,consulate and appoint Les M.Mantle,Ryan Mantle of Fullerton and State of California is true and lawful Attorney-in-Fad,with full power y and authority bereby coMerred in its(Mme,place and$lead,to sign,execute,ednowledge and deliver in as behalf as..rely any a antl all bonds,undedukings, remgnarances or at"wallen obligations in the nature thereof.subject 10 Ore limitation that any such Instrument shat not exceed the amount of: N 2 SIX MILLION(56,000,000.00)DOLLARS `0 and W bung was MERCHANTS BONGING COMPANY f the MERCHANTS thereby O(ally and to the same extent,a d such Me or sMedaking was signal by ua duly he out or dhmra of ithe MERCHANTS BONDING COMPANY(MUTUAL),and all Ma aas of W said Attorney-in-Fee,pursuant to the auMOay herein given,@rd,heyeby,2ligetl antl mnfinned. C a This adopted Attorney is made and executed he pursuant to and NDIN C M A following AL)on N vember Is.and Restated By- Laws adopted by the Board N 8-Thereof Me MERCHANTS r BONDING COMPANY MUTUAL)on November shall h 2. 0 ARTICLE II,SECTION d-The Chairman of the Board or in President to a nl Or any behalf if of Me or Secretary shall have power ant O authority to appoint bonds and unclad,and. ecogna them a exewk on behalf of the Go r wrath and l the Seel of...- O. Company MareW,bonds antl uMenakings,remgnhanms,mnaacd of indemnity and other wdtlngs obligatory to Ma nature E thereof. ARTICLE II,SECTION 9-The signature of any authorized officer and Me Seal of the Company may be affixed by farsimlle M any Power M Attorney or Cedfica4on thereof Summoning the e s cution and delivery of any bond, undertaking, 3 remgnaadm,or other suretyship oblgahons of We Company,and such signalure and seal when so used Shall have the or same form and eRed as though manually fixed (1) In Where NYTareo4 MERCHANTS BONDING COMPANY(MUTUAL)has mused these presents to W signed by its President and its corporate seal to be hereto affixed,This 201h day at January , 2009 . W 't_ un a�\NG•CQMA• MERCHANTS BONDING COMPANY(MUTUAL) �•0�4�PPeg'i'y<: th y; 1913 i c; By E STATE OF IOWA . President COUNTY OF POLK O On Mis 2Om day a January 2009,before me appeared Larry Taylor,to me pareonaly Mown,who being by me day swum did say that Cl- he is President of Me MERCHANTS BONGING COMPANY(MUTIML),Me mrporatim described in Me bragang Msbuman6 and that ore M Seel affixed to the Said modurved IS the Corymte Seal a the said Corporation and that Me sad instrument was signed and seated In Intel N of said Corporation by authority of IS Board of Directors. N In Testimony Whereof,I have hereunto set my hand and affixed my OfiUal Seal at Me City of Des Manes,Iowa the daV ant year first N above salter > L M mio IGo SNUmbErotTeSp! V CK1� N March 16,2009 Naary PUd.c POw Caunry.bwa Q STATE OF IOWA COUNTY OF POLK sa k Witund blamer,Jr.,Sepal ofthe MERCHANTS BONDING COMPANY(MUTUAL).do hereby mitiN that the above and foregaMg is a Weand correct�y of the POYVER-OF-ATTORNEY axe d by said MERCHANTS BONGING COMPANY(MUTUAL),.NC M suit In full face ant allied and has net been amended or revoked. In Ands as Where..I have hereunto set my hand and affixed Me seal Of Me Coronary on us 13tbiayof February, 2012 •... CO ;�o, Tad•, ®O.•�PPOry'1st �/ �/ •y.V <• p NN�. POA 0001 (1106) •.!Y h PacketPg:223 S.F.d CERTIFIED DBE DESIGNATION Name of Bidder: �rf`Q1,4— 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 Subcontraclo s License Number Work Item Subcontract d Business Name Ce tified DBE ID No. and Class Amount $ y x 64,41, e- TJ 0006S ! 2 Y6S2-8 v 0 a E v 3 v w co v e Vl C d E O O O r O a a U) U) N b N C d E L V N a A-9 GOOD FAITH EFFORT DOCUMENTATION n 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_ d in 2. List the work items that were offered to certified DBE subcontractors. The percentage of work x offered should exceed the goal percentage. W Work Item Offered Percentage of Total Bid E / � 'on. I-ICJ 2 - O 2. E / C fril/^ .c G � '� J m 3. rn 4. Total Percentage Offered Should exceed 3.0 percent)�/. v 3. Use the Caltrans DBE certification database (http7flwww dot ca gov/ha/bepnd certified htm) E � to identify subcontractors who are seeking work in the San Bernardino area that is similar to the oU° work items listed above. At least ten days prior to the bid opening, solicit bids from the r Identified subcontractors. Solicitations should include a general description of the project, a a specific description of the work that is offered, and information regarding how to obtain copies w' 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. c 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. t, Submit copies of all follow up correspondence(faxes or emails are acceptable). x a 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-10 PacketPg.225 : EXPERIENCE STATEMENT �!�, Name of Bidder: ,V e,//eloe4- 5�jua� 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 proiects completed in the last five years. Project Title: Public Agency/Owner: Work Performed by Bidder: d x `o Contract Amount: Completion Date: c d Public Agency/Owner Contact Information: E 0 Name: Title: Phone Number: a E `m 3 Project Title: m Public Agency I Owner: Work Performed by Bidder: d E u 0 Contract Amount: Completion Date: r 0 a Public Agency/Owner Contact Information: 3 U) Name: Title: Phone Number: N C Project Title: z U Public Agency/ Owner: a Work Performed by Bidder: Contract Amount: Completion Date: Public Agency/Owner Contact Information: Name: Title: Phone Number. A-it ''Packet Pg. 226 S.F.d A1/KOLA General Engineering Contractor CA Lc.#813357 REFERENCES - PROJECTS 2008 21.OWNER: City of San Bernardino CONTACT: Mr. Michael D. Wolff, Construction Engineer (909) 384 — 5166 DATE: December 2007 — March 2008 PROJECT: Sewer& Street Improvements (Cedar, Canyon, Wallace, 24) 8,000 L.F. of 8" PVC Pipe and Manholes and Laterals = AMOUNT: $ 950,000 w N C d 22.OWNER: Rutter Development Corporation E MESA CONSOLIDATED WATER DISTRICT o CONTACT: Mr. Jay Rutter, President £ Mr. Mark Pelka, (949) 631-1291 — d (949) 863-1298 3 d DATE: March 2008 — May 2008 PROJECT: Pacifica Residences, Costa Mesa On-site Storm Drain System: 1,000 LF On-site Sewer System: 600 LF including Manholes On-site/Off-site Water System: Domestic & Fire Water (hyd) AMOUNT: $ 310,000 E U U O cl t 23.OWNER: City of Anaheim a CONTACT: Mr. Sean Razmy, Construction Engineer ; (714) 765-5059 to DATE: June 2008 —August 2008 PROJECT: Sewer Improvements (St. College Blvd. & La Palma Ave.) 1,500 L.F. of 18" VCP and Manholes and Laterals AMOUNT: $ 565,000 E U 24.OWNER: City of San Bernardino a CONTACT: Mr. Michael D. Wolff, Construction Engineer (909) 384 — 5166 DATE: September 2008 — November 2008 PROJECT: Sewer & Street Improvements (Tippecanoe, "I", Sterling Ave) 21" - 15" PVC Pipe and Manholes and Laterals & Bursting AMOUNT: $ 720,000 18012 COWAN,SUITE 290, IRVINE,CA 92614 TEL: (949)752-1900 FAX: (949)752-1910 ywm.NIKOLACORP.COM Packet Pg. 227 N/KOLA General Engineering Contractor CA Gc.#813357 REFERENCES - PROJECTS 2009 25.OWNER: City of Pasadena CONTACT: Mr. Bob Gardner (626) 744-4312 d DATE: November 2008 -January 2009 in PROJECT: 2009 Sewer Pipe Repairs x Sewer Main "point repairs" and Manholes w AMOUNT: $ 109,000 ." d E d 26.OWNER: Jurupa Community Services District CONTACT: Mr. Kiran "Sam" Sampat E (951) 685-7434 ,- DATE: February 2009 -April 2009 d PROJECT: JCSD Headquarters On-site Sewer Improvements N Sewer Main, Manholes, Vaults and Electrical v AMOUNT: $ 275,000 N 27.OWNER: City of Redondo Beach d CONTACT: Mr. Mazin Azzawi, Project Engineer (310) 318-0661 0 DATE: June 2009 - November 2009 r PROJECT: Sanitary Sewer Rehabilitation- Phase 8A $ 5,300 LF of 12" VCP and 24 Manholes N AMOUNT: $ 1,066,000 N b N C d E L U 10 Q 18012 COWAN,SUITE 290,IRVINE,CA 92614 TEL: (949)752-1900 FAx: (949)752-1910 ywm NIKOLACORP.COM Packet Pg:326 AI/KOLA General Engineering Contractor CA Lac.#813357 REFERENCES - PROJECTS 2010 28.OWNER: City of Redondo Beach CONTACT: Mr. Mike Shay, Project Engineer d (310) 318-0661 n DATE: November 2009—June 2010 x PROJECT: Sapphire Storm Low Flow Diversion `o Pump Station, Forced Main, Electrical & Filtration System N AMOUNT: $ 690,000 E d 0 29.OWNER: City of Fullerton E CONTACT: Mr. Eliseo Bravo, Construction Inspector (714) 738-5348 m DATE: May 2010— November 2010 w PROJECT: Riverside Dr. and Raymond Ave. Sewer& Street Imp. 4,300 L.F. of 8" and 10"Verified Clay Pipe and Manholes AMOUNT: $1,100,000 m c a 30.OWNER: Costa Mesa Sanitary District e 0 CONTACT: Mr. Robin Harriers, District Engineer °o (949) 631-1731 r DATE: October 2010—November 2010 °o. PROJECT: Sewer Replacement Project No. 183-2 Remove existing 8"VCP and install new 8" PVC sewer y AMOUNT: $ 63,000 N 31.OWNER: North Orange Community College District CONTACT: Ms. Dorothy Whitehurst, District Director Purchasing (714) 808-4776 DATE: November 2010— February 2011 a PROJECT: Fullerton College Storm Drain Improvements CDS Units and StormGate Manhole —24" Pipe and appurtenances AMOUNT: $220,000 18012 COWAN, SUITE 290, IRVINE,CA 92614 TEC (949)752-1900 FAx: (949)752-1910 W WW.NIKOLACORP.COM PacketPg.229 - N/KOLA General Engineering Contractor CA ba#813357 REFERENCES - PROJECTS 2011 32.OWNER: City of Redondo Beach CONTACT: Mr. Mazin Azzawi, Project Engineer (310) 318-0661 2 DATE: February 2011 — present w PROJECT: Emergency Storm Drain Repair = Remove 18" CMP and replace with 18" RCP AMOUNT: $ 110,000 E E d 33.OWNER: City of Santa Ana 0 CONTACT: Mr. Terrence Dougherty E (714) 647-5040 DATE: April 2011 — November 2011 m PROJECT: Lacy Neighborhood Sewer and Water Main Improvements !' 3,100 LF of 8" sewer main and manholes a 850 LF of 12" water main and services 475 LF of 8" water main and services AMOUNT: $ 1,162,000 E E 0 O 34.OWNER: City of Torrance o CONTACT: Mr. Joe Enzmann o (310) 618-3062 DATE: July 2011 —August 2011 N PROJECT: Downtown Sewer Rehabilitation Project Replacement of 8" VCP and CIPP lining AMOUNT: $ 210,000 d E s 35.OWNER: City of Glendae SO CONTACT: Mr. Kevin Carter a (818) 937-8256 DATE: July 2011 —August 2011 PROJECT: Emergency Storm Drain Improvements at Linda Vista Replacement of CMP pipe and construct manhole AMOUNT: $ 167,000 18012 COWAN, SurrE 290, IRVINE, CA 92614 TEL: (949)752-1900 FAx: (949)752-19 10 WPWV.NIKOLACORP.COM PacketPg.230 N/KOLA General Engineering Contractor CA Lic.#813357 REFERENCES - PROJECTS 2012 36.OWNER: City of Garden Grove CONTACT: Mr. Myung Chun (714) 741-5977 v DATE: November 2011 — Present w PROJECT: Twintree Lane and Haster Street Sewer Improvement = 862 LF of 8" sewer main and manholes w 2066 LF of 10" sewer main and manholes 1,430 LF of 15 sewer main and manholes E AMOUNT: $ 963,906 0 a E v 3 m ur w v m N C d E 0 O in C O 6 6 u! N N C d E L O A Q 18012 COWAN, SunE 290,IRVINE,CA 92614 TEL: (949)752-1900 FAx: (949)752-1910 WVNN.NIKOLACORP.COM PaGC �"Pg, 23�'I?