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Home My WebLink About2013-093 BOUND AGREEMENT RESOLUTION NO. 2013-93 1 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO SIEMENS INDUSTRY, 3 INC. FOR TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND THE 210 4 FREEWAY (WESTBOUND EXIT RAMP FOR WATERMAN AVENUE), PER PLAN NO. 12894 (TC08-009). 5 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE 6 CITY OF SAN BERNARDINO AS FOLLOWS: 7 SECTION 1. Siemens Industry, Inc., 1266 N. La Loma Circle, Anaheim, CA 92806, 8 is the lowest responsible bidder for Traffic Signal Installation at 30th Street and the 210 9 Freeway (Westbound Exit Ramp for Waterman Avenue), per Plan No. 12894 (TC08-009). A 10 11 contract is awarded accordingly to said bidder in a total amount of $159,995.00, with a 12 contingency amount of $24,005.00, but such award shall be effective only upon being fully 13 executed by both parties. All other bids, therefore, are hereby rejected. The City Manager is 14 hereby authorized and directed to execute said contract on behalf of the City; a copy of the 15 contract is on file in the office of the City Clerk and incorporated herein by reference as fully 16 17 as though set forth at length. 18 SECTION 2. This contract and any amendment or modifications thereto shall not 19 take effect or become operative until fully signed and executed by the parties and no party 20 shall be obligated hereunder until the time of such full execution. No oral agreements, 21 amendments, modifications or waivers are intended or authorized and shall not be implied 22 23 from any act or course of conduct of any party. 24 SECTION 3. This resolution is rescinded if the parties to the contract fail to execute 25 it within sixty (60) days of passage of the resolution. 26 27 /// 28 2013-93 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY 1 OF SAN BERNARDINO AWARDING A CONTRACT TO SIEMENS INDUSTRY, 2 INC. FOR TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND THE 210 FREEWAY (WESTBOUND EXIT RAMP FOR WATERMAN AVENUE), PER PLAN 3 NO. 12894 (TC08-009). 4 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor 5 meetin and Common Council of the City of San Bernardino at a joint regular meeting 6 thereof, held on the_2.01_0 ay of aay , 2013,by the following vote,to wit: 7 8 Council Members: AYES NAYS ABSTAIN ABSENT 9 MARQUEZ x 10 JENKINS x 11 VALDIVIA x 12 13 SHORETT x 14 KELLEY x 15 JOHNSON x 16 MCCAMMACK x 17 18 ,,t / / //' ,41C 19 George Hann City Clerk 20 The foregoing resolution is hereby approved this e1, day of May , 2013. 21 22 4•■■∎ ∎-■�`�`�--,� 23 Pat 'ck J. Morr ' Mb or • of San Bernar'mo 24 25 Approved as to form: James F. Penman, 26 City Atto 'ey 27 By: 28 COUNCIL MEETING - 05/20/2013 FILE N0. 1.7836 ITEM #ROLUTION 2013-93 ACCT NOS. 242-160-5504-7836-0025 5I CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12854 FOR TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY (WB EXIT RAMP - WATERMAN AVENUE ) ( TC 08-009) p., V`• 1 t.! n t i rj Yf J yf ;.ii a�-1o. 5493 i 1 /T�! . DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO DECEMBER 2012 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON APRIL 9 , 2013 M exe,eu- ", DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS The "Bid and Contract Documents" for this project consists of three (3)Parts as follows: PART I — Administration PART II — Special Provisions & Appendix The above two (2) parts are bound together in one (1) manual titled "Bid and Contract Documents" PART III — PLANS, One (1) separately bound set DRAWING NO. 12854 -- SHEETS 1 -4 TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY (WB EXIT RAMP—WATERMAN AVENUE) PLANS&SPECIAL PROVISIONS NO. 12854(TC 08-009) Contents for Bid and Contract Documents.doc CITY OF SAN BERNARDINO TABLE OF CONTENTS PART I ADMINISTRATION NOTICE INVITING SEALED BIDS A-1 BID DOCUMENTS BID FORM BID SCHEDULE B-1 BIDDER'S INFORMATION AND SIGNATURE B-2 & BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS SPECIAL NOTICE C-1 DESIGNATION OF SUBCONTRACTORS C-2 TRAFFIC SIGNAL VENDOR INFORMATION C-3 WORKERS' COMPENSATION INSURANCE CERTIFICATION C- NON-COLLUSION AFFIDAVIT C-4 A FORM OF BID BOND C-5 MBE/WBE INFORMATION - GOOD FAITH EFFORTS C-6 REFERENCES PART II SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 - SPECIFICATIONS AND PLANS SECTION 2 - BID REQUIREMENTS AND CONDITIONS SP-5 SP-5 SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-11 SECTION 4 - CONSTRUCTION DOCUMENTATION,COMMENCEMENT OF WOE TIME OF COMPLETION&LIQUIDATED DAMAGES SECTION 5 - LEGAL REQUIREMENTS SP-13 SECTION 6 - GENERAL SP-15 2 SECTION 7 - UTILITIES SP-22 SECTION 8 - DESCRIPTION OF WORK SP-33 SECTION 9 - TRAFFIC CONTROL SP-38 SECTION 10 - MOBILIZATION SP-42 SECTION 11 - CLEARING&GRUBBING,UNCLASSIFIED EXCAVATION& SP-46 UNCLASSIFIED FILL SP-48 SECTION 12 THROUGH SECTION 15 BLANK SECTION 16 - PORTLAND CEMENT CONCRETE SP-51 SP-52 SECTION 17 THROUGH SECTION 19 SECTION 20 - THERMOPLASTIC TRAFFIC STRIPING,PAVEMENT MARKING SP-54 AND RAISED PAVEMENT MARKERS SP-55 SECTION 21 STREET LIGHTING SP-56 BLANK SP-59 SECTION 22 SP-60 SECTION 23 - ROADSIDE SIGNS AND POSTS SP-6 SP-61 0 SECTION 24 - TRAFFIC SIGNALS SP-61 SECTION 24A - INDUCTIVE LOOP DETECTOR SP-72 SECTION 24D - SPREAD SPECTRUM INTERCONNECT SP-76 SECTION 25 THROUGH SECTION 40 BLANK SECTION 41 - GROUTED RIVER ROCK PAVING SP-76 SP-77 SECTION 42 THROUGH SECTION 49 BLANK SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-79 SP-79 SECTION 51 - CONSTRUCTION INFORMATION SIGN APPENDIX STATE OF CALIFORNIA,DEPARTMENT OF TRANSPORTATION(CALTRANS) PERMIT INFORMATION STATE OF CALIFORNIA,DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION CONSTRUCTION INFORMATION SIGN LIGHT EMITTING DIODE LUMINAIRES-INFORMATION AND SPECIFICATIONS MANUFACTURER INFORMATION&INSTRUCTIONS PUBLIC WORKS STANDARD DRAWINGS CALIFORNIA DEPARTMENT OF TRANSPORTATION(CALTRANS)STANDARDS CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)STANDARDS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT PART I ADMINISTRATION Engineer's Estimate(Range Only): $225,000 to$250,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino (CITY)will receive bids for: TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY (WB EXIT RAMP - WATERMAN AVENUE) (TC 08-009 ) in accordance with the Plans and Special Provision No. 12854 on file in the Office of the City Engineer, Third Floor, San Bernardino City Hall, 300 N. "D" Street, San Bernardino, CA 92418. Plans and Special Provisions shall be provided in portable document format (pdf) on compact disc (CD) upon registering with the City of San Bernardino, Public Works Department, at the above location, between the hours of 7:00 a.m. and 6:00 p.m., Monday through Thursday. There is no charge for the Plans and Special Provisions on CD. Upon request, a CD of the Plans and Special Provisions may be mailed for an additional fee of$10.00. These electronic documents shall also be available to be downloaded (copied) from the CITY's website at http://www.ci.san- bernardino.ca.us/services/requestior bids/public works/default asp. It shall be the responsibility of firms wishing to bid on this Project to provide a firm name, physical address, contact person, phone number, fax number and email address for inclusion on the CITY's List of Plan Holders. The above listed information and confirmation of receipt of any issued addendum to the City Engineer's Office shall be submitted to the CITY a minimum of one (1) business day prior to the scheduled day of the Bid Opening. Only those firms listed on the CITY's "LIST OF PLAN HOLDERS" and providing confirmation of any issued addendum shall be eligible to submit bids for this Project. Any Addenda shall be issued by e-mail to those on the CITY's"List of Plan Holders". Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California, with the bidder's name and address, the specification title and number and "SEALED BID " clearly marked on the outside of the envelope A-1 Said bids will be received up to the hour of 2:00 p.m., on, Tuesday, April 9 , 2013, at which time all of said bids will be publicly opened, and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. No bid will be received unless it is made on a bid form furnished by the CITY with the unit prices shown in figures for each item, and with the total of each item and total of all items extended and inserted in the spaces provided. The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the time the contract is awarded. The prime Contractor shall perform, with his own organization, contract work amounting to at least 50 % of the contract price. All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder refuses to execute said contract, the use by the public of the improvements will be delayed, and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix said amount of damages. Therefore, the CITY and the bidder agree that the above sum of ten percent shall be paid to the CITY upon the condition above set forth as liquidated damages and not as forfeiture. All bonds furnished pursuant to this notice must be underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds must be issued by a surety who is listed in the latest version of U. S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provision. Notarization of the signatures of both the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. The Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the contract as provided for in Section 10263 and Section 22300 of the California Public Contract Code. A Non-mandatory Pre-Bid Meeting will be held on Tuesday , April 2 , 2013, at 2:00 p.m., in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California. This meeting is to provide information, to answer questions, to inform bidders of MBEs/WBEs subcontracting and material supply opportunities, and to make the prime Contractor aware of the CITY's outreach program as it relates to minority and other disadvantaged business hiring and participation. Bidder's attendance at this meeting is recommended, but the prime may certify that they are familiar with the program and attendance is not required. Attendance and/or certification may be used as part of the good faith effort. A-2 The CITY contract goal for this project is and 5.0% for minority owned business utilization and 0.0% for female owned business utilization. Certified minority and female owned subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.dot.ca.gov/hq/bept Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by Resolution No. 90-358 and any and all amendments thereto which are hereby referred to and made a part thereof by references as fully as though set at length herein, have ascertained and determined the general prevailing rate per diem wages, and of per diem wages for legal holidays and overtime work for each craft or type work of workman needed in the execution of contracts under jurisdiction of said Mayor and Common Council. Said prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The general prevailing wage rates in the county in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov/dirdatabases.html. General prevailing wage rates, in effect ten (10) days prior to the actual Bid Opening, which have been predetermined and are on file with the California Department of Industrial Relations are also referenced and made a part thereof. It shall be mandatory upon the Contractor to whom the contract is awarded and upon any sub- contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics employed by them in the execution of the contract, and to prevent discrimination in the employment of persons because of race, creed, color, or national origin, as set forth in the provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. This project is subject to requirements for the employment of apprentices registered with the California Department of Industrial Relations, Division of Apprenticeship Standards. Additional information can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations from contract specifications, or to reject any and all bids. No bidder may withdraw his bid within 60 calendar days from the date of the bid opening. The CITY reserves the right to take all bids under advisement for a period of 90 calendar days. A-3 Specific questions regarding this project should be submitted in writing to the City Engineer's Office as follows: City of San Bernardino City Engineer's Office Public Works Department 300 North"D" Street, Third Floor San Bernardino, CA 92418-0001 SUBJECT: TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY(WB EXIT RAMP - WATERMAN AVENUE ) ( TC 08-009) PLANS & SPECIAL PROVISIONS NO. 12854 Attention: Mirela Grigorescu Tel: (909) 384-5202; Fax: (909) 384-5190 E-mail: grigorescu_mi@sbcity.org Inquiries or questions based on alleged patent ambiguity of the Plans or the Special Provisions must be communicated as a bidder inquiry prior to the bid opening. Any such inquiries or questions, submitted after the bid opening, will not be treated as a bid protest. Written responses will only be provided to written questions. No written response will be provided to verbal questions. CITY OF SAN BERNARDINO GEORGEANN HANNA City Clerk NOTICE TO ADVERTISE: SPECIFICATION NO. 12854 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE 03 /18/13 & 03/23/13 (FIVE DAYS BETWEEN FIRST & SECOND PUBLICATION) SIGNATURE DATE A-4 BID DOCUMENTS BID FORM TO THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the Plan and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor, materials, transportation and service for the TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY (WB EXIT RAMP - WATERMAN AVENUE ) ( TC 08-009 ) in strict conformity with Plans and Special Provisions No. 12854 , of the Department of Public Works for the City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, latest edition in effect on the first day of the advertised"Notice Inviting Sealed Bids". The undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy of the contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the contract, in the manner and time therein prescribed, and that he will take in full payment therefor the following unit prices or lump sum prices, to-wit: B-1 BID SCHEDULE PLANS&SPECIAL PROVISIONS NO.12854 TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY (WB EXIT RAMP-WATERMAN AVENUE) (TC 08-009) ITE DESCRIPTION OF ITEMS UNIT ESTIMATED UNIT PRICE TOTAL NO.M QUANTITY IN FIGURES IN FIGURES oo 1. MOBILIZATION LS 1 LS $,.... ______ 2. TRAFFIC CONTROL LS 1 LS $ IXJ�? 3 NPDES REQUIREMENTS for SWPPP,per SECTION 6-1.03 LS 1 (��° (S) LS $—1 ^_� 4' CONSTRUCTION INFORMATION SIGN EA 2 (S) $1 A $-2+( _.___.. 5 CLEARING and GRUBBING, UNCLASSIFIED EXCAVATION LS CP- and UNCLASSIFIED FILL 1 LS $ I.L53. 6. REMOVE Existing CONCRETE MEDIAN CURB,per Plan LS 1 LS $').10.i?-- 7. PCC CURB, per CALTRANS Std.Plan No.A87A,Type B3-6 LF 200 °/L4,Y)Wb.-- $ F $ 8. GROUTED RIVER ROCK MEDIAN,per CITY Std.No.206 SF 620 ' -yCc $ I� /SF 40_x_W 9. TRAFFIC SIGNAL SYSTEM, Complete In Place LS 1 LS $U-7i c8Cf ROADSIDE SIGNS, Symbolic Keep Right of Median (R4-7) 10. and Object Marker,Type 1(OM1-3) on SINGLE POST, per EA 2 ao .- CA MUTCD, Figure 2B-10 and Figure 2C-13 �, /EA $? 11. ROADSIDE SIGN, Symbolic Traffic Signal (W3-3), on EA 1 6.4-/E p6 SINGLE POST, per CA MUTCD, Figure 2C-6 $ A $_3�5-' 12 ROADSIDE SIGN, Symbolic No Right Turn (R3-1), on EA 1 °�- �2 °O EXISTING POST, per CA MUTCD, Figure 2B-4 $2 /E A $ ROADSIDE SIGN,"NO PEDESTRIAN CROSSING"(R9-3a) to 13. on EXISTING POST, per CA MUTCD, Figure 2B-26 EA 4 $L 'Z/EA $ (4Q0- ROADSIDE SIGN, Symbolic Turn Right or Left "ONLY" ' 14. (R61-19),on EXISTING POST,per CA MUTCD,Figure 2B-4(CA) EA 1 $ J /EA $ 2b __ 15. ROADSIDE SIGN, Symbolic Traffic Signal (W3-3), on EA 2 s- (�QQ��-. EXISTING POST, per CA MUTCD, Figure 2C-6 s2/EA $_L�J_l_-__.___. B-2 BID SCHEDULE PLANS&SPECIAL PROVISIONS NO.12854 TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY (WB EXIT RAMP-WATERMAN AVENUE) (TC 08-009) ITEM DESCRIPTION OF ITEMS UNIT'ESTIMATED UNIT PRICE TOTAL NO. QUANTITY IN FIGURES IN FIGURES 16. LED LUMINAIRE, Complete is Place, Including REMOVE & EA 2 SALVAGE Existing Highway Street Lighting Luminaire $l(Jt� /EA $�50Cr 17. REMOVE & SALVAGE Existing ROADSIDE SIGN EA 6 T pO 18 THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT cA MARKING & RAISED PAVEMENT MARKERS(RPM) LS 1 LS 5)1 O� 19. SURVEYING SERVICE, per SECTION 6-1.10 LS 1 LS $_ y/ TOTAL BID $ ISc)61,c5 B-3 BID SCHEDULE PLANS&SPECIAL PROVISIONS NO. 12854 TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY (WB EXIT RAMP-WATERMAN AVENUE) (TC 08-009) BID NOTES: All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended"TOTAL"amounts. Total bid price for the entire contract work shall include the cost of labor, materials, equipment parts, implements,taxes and supplies necessary to complete the project,as based on the City Engineer's estimate of quantities of work. The total price must be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their bid to the CITY. Failure to do so will result in the bid being non-responsive. Any situation not specifically provided for will be determined in the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a bid,or the existence or treatment of an irregularity in a bid,shall be final. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents,including,but not limited to,the fees and expenses of other agencies involved with this project. The Contractor shall be responsible for California Department of Transportation (CALTRANS) permit fees, payment and performance bonding and the cost of material supplied by CALTRANS in the performance of this project. Bidders shall refer to the Caltrans Permit Information in the APPENDIX of these Special Provisions. Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. Final pay quantities are bid items as described in Part II of these Special Provisions. Specialty Bid Item(S) are bid items that are considered part of the Total bid but are not considered part of the Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-3.2, "Additional Responsibility,"of the Standard Specifications. B-4 BIDDER'S INFORMATION AND SIGNATURE,: It is the understanding of the undersigned that the work hereinabove described shall be commenced within 10 working days from the date of the"Notice to Proceed", and shall be completed within 100 working days from the date of said notice,as directed in SECTION 4 of these Special Provisions.. The undersigned further agrees that in case of default in executing the contract, or furnishing necessary bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this bid shall be paid to the City of San Bernardino as liquidated damages. Licensed in accordance with an act providing for the registration of Contractor, LICENSE EXPIRATION FEDERAL TAX ID NO.:15b-lc1 .O CLASSIFICATION(S):A,P>,C-10,LQ ATE: (129/3017# 1?-2"11D2 l�8 FIRM NAME: 5,l5 Yl BUSINESS ADDRESS: \21 \) (AY1C C Wc}e . nytI tVU Ca c12VI9 BUSINESS PHONE: n■LI))--)03 FAX:h I', (p -23 CELL: 1`1I1141- If an individual, so state. If a firm or co-partnership, give the names of all individuals, co-partners composing the firm. If a corporation,give the names of the president,secretary,treasurer and manager thereof: 0" (*Y) Is Bidder currently a certified DBE? Yes ❑ No y Legal Status of Firm NAME(S) ADDRESS(ES) 1 Wan -Pvesic - Prit\ meuuY-1-Ye Y • Gan s - 1(aU MOO( 1.1tP a UrY1U�6\a,, WaVirfl Ciici2PAP SIGNATURE OF BIDDER -r Dated: (7 ,20 3 BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO.1 31)e DATE: ADDENDUM NO.2 It■‘WQ., DATE: ADDENDUM NO.3 ,vJ'1 DATE: ADDENDUM NO.4 0O t DATE: C-1 ****************************************************************** SPECIAL NOTICE ****************************************************************** The bidder's attention is directed to the section entitled, "Required Listing of Proposed Subcontractors", in Section 2 of the special provisions regarding the requirement that proposed subcontractors be listed in the bidder's Bid Documents. Instead of listing only subcontractors for signal and lighting work as in the past, all subcontractors are now to be listed in the Designation of Sub-Contractors for items of work or portions thereof to be subcontracted in excess of one-half of one percent of the total bid or$10,000.00, whichever is greater. The bidder shall provide the actual dollar "Sub-Contract Amount" as submitted by each listed sub-contractor, keeping in mind that the prime contractor for this project is required to provide or perform, with his own organization, except for "Specialty Items", contract work amounting to at least 50% of the total contract bid price. Material required for any of the contract work of this project that is purchased directly by the prime contractor is considered as included in the prime contractor's 50% requirement. If material purchased directly by the prime contractor is to be used by a listed sub-contractor in performing contract work, the dollar amount of such purchased material should not be included in the dollar amount listed for said sub-contractor. In the case where a bidder claims an inadvertent clerical error in listing sub-contractors, a notice of the claim must be submitted to the Office of the City Engineer in writing within 2 working days after the time of the bid opening and send copies of the notice to the subcontractors involved. C-2 \\'i BIDDER'S FIRM NAME DESIGNATION OF SUB-CONTRACTORS PLANS & SPECIAL PROVISIONS NO. 12854 In compliance with the provisions of Section 4100-4114 of the Public Contract Code of the State of California and any amendments thereof,each bidder shall set forth the name and location of each subcontractor who will perform work or labor or render service to the Contractor. Name&Address Agency&No.of Contractor's License# and Under Which MBE/WBE CERT. Sub-Contractor's Sub-Contract Work to Be Performed Licensed&License# (If Applicable) Phone-No. Amount (Including Bid Item No.): - b$ - -= 0004-1-&73$1,033 1/4.01 -futi' 0-16 5 ►ia 2. :st. 1.L S K33 Matt I"r7,15 3. 4. 5. 6. IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-3 gi't- ›. ti A- o w ■ 2 h 4 1 tri 2 in el I:4 o 42.1 a �a N z I P" U W Z ,i o 1 1 U0w z 0. O 1 E. N 0 0, 614 i 2 gr_, cii4 51 i i 0 6 1 ,,.,,, .....- Ho 8 3 5. VI 1:4 V1 gib CO! '§ 0. a ga E&' .c.'"I. 4 63 -7, „ ..v.i , Cod ,» i U W a EENI , c--- g 0 a O a '- cm--- $ 14 v2 F-(n) D-§ . 0 ri: L.) Q. e 8 z :E W _ OA Li. z 4 v. 1 :. u 0 _ --, O pr.i 0 ..? •-• f! . L 8 . .. . 94 " 1 t„,i52 . ,:.. w. #.0 -). ti. :I. r:l .. - .,.,., „ e° .... -c-ic ' ; , -2 8 ao --c)• %,.. , J44 n E .?.-)- t-_-, . ._ 1N5--, . t F v o )ra ' v. ..... 1 1 o � �. I z a U C-3A WORKERS' COMPENSATION INSURANCE CERTIFICATION I am aware of the provisions of Section 3700 of the Labor Code requiring 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. Contractor: NAME OF FIRM: S\ mcns 11�C BY: TITLE: c(eO■ nY161“V DATE: `t 1, o C-4 (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will result in rejection of bid.) NON-COLLUSION AFFIDAVIT To the DEPARTMENT OF PUBLIC WORKS, CITY OF SAN BERNARDINO, STATE OF CALIFORNIA. The undersigned in submitting a bid for performing the following work by contract, being duly sworn, deposes and says: That he or she is of the party making the foregoing bid,that the bid is not made in the interest of,or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid,and has not directly or indirectly colluded,conspired,connived,or agreed with any bidder or anyone else to put in a sham bid,or that anyone shall refrain from bidding;communication, or conference with anyone to fix any overhead,profit,or cost element of the bid price,or of that of any other bidder, or to secure any advantage against the public body awarding the contract on anyone interested in the proposed contract;or take any action in restraint of free competitive bidding in connection with such contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof,or data relative thereto,or paid,and will not pay,any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. ■5"\e,\M3 JWAQS' i 1N(1 C • Firm :i e '" W Signature of Bidder brWs S V-e-\ es - RYCO rtv eV ri ted Name and Title X2&0\0 A WP(19t CYC, Business Address Wv` Place of Residence Subscribed and sworn to(or affirmed)before me this I da ,20 the above proved to me on the basis of satisf: � ; .Y relre rson who appeared before me. Signed gn 4\0 ,1173115,1 t Notary Publi c 4 for yof — ,State of California. My Commiss. expires on • . Year C-5 CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California County of owe y�/p e .�n� SoliS, No1W-y R4bIIC 1 I f .013 before me, , On JcC11eIine(Here insert name and title of the officer) 1 personally appeared C ti IS (21 ,c who proved to me on the basis of satisfactory evidence to be the person( 9 whose nameWis/subscribed to the within instrument and acknowledged to me that he/114/1,63/ executed the same in his/IXatl authorized capacity(r ), and that by his/lr/thew signatureN on the instrument the personf, or the entity upon behalf of which the person04 acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. JACQUELINE SOUS "'.. a , Commission# 1945548 a : -rte Notary Public-California z TNESS my hand and official sea / z x / Orange County t'n`.fi M Comm.Ex Tres Jui 25 2015_... /L , at el A��,/ A_ (Notary Seal) Sij.ture �,otary Public • r • ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is if a document is to be recorded outside of California.In such instances,any alternative acknowledgment verbiage as may be printed on such a document so long as the (Title or description of attached document) verbiage does not require the notary to do something that is illegal for a notary in California (i.e. certifying the authorized capacity of the signer). Please check the document carefully for proper notarial wording and attach this form if required. (Title or description of attached document continued) • State and County information must be the State and County where the document Number of Pages Document Date signer(s)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which must also be the same date the acknowledgment is completed. (Additional information) • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title(notary public). • Print the name(s) of document signers) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. He/she/they, is/are)or circling the correct forms.Failure to correctly indicate this ❑ Individual(s) information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of ❑ Partner(s) the county clerk. ❑ Attorney-in-Fact . Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. Indicate title or type of attached document,number of pages and date. ❑ Other . Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Securely attach this document to the signed document 2008 Version CAPA v12.10.07 800-873-9865 www.NotaryClasses.com FORM OF BID BOND KNOW ALL MEN BY THESE PRESENTS, that we,the undersigned, Siemens Industry, Inc. as Principal,and Federal Insurance Company as Surety, are hereby and firmly bound unto the City of San Bernardino , State of California, hereinafter referred to as"Obligee"in the penal sum of ten percent ( 10%) of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: WHEREAS, the Principal has submitted to Obligee,a certain Bid,attached hereto and hereby made a part hereof to enter into a contract in writing,for the Traffic Signal Installation at 30th Street and 210 Freeway(WB Exit Ramp-Waterman Avenue) (Copy here the exact title description of work including location, as it appears on the Bid and Contract Documents) for which bids are to be opened on April 9,2013 (Insert date of opening) NOW, THEREFORE, a. If said Bid shall be rejected,or in the alternate, b. If said Bid shall be accepted and the Principal shall execute a contract in the Form of contract attached hereto(properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise, the same shall remain in for- • •-hg expressly understood and agreed that the liability of the Surety for any and all claims hereunder r the penal amount of this obligation as herein stated. The Surety,for value received,hereby stipulates and agrees that for • d shall be in no way � ' Surety does hereby or affected by any extension of the time within which the'' tY y waive notice of any such extension. Signed, this 9th day of April , 20 13 IN WITNESS WHEREOF, the Principal and the Surety have hereunto s . a s, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presen 'e signed by their proper officers,the day and year first mentioned. Siemens Industry, Inc. (SEAL) Fes- al In rance Cmpany (SEAL) Princes Sur By: — --.- By: Signature re.i ,pr- Let IL r Stacy Rivera Attorney-in-Fact Printed r ne and Title ' Printed Name and Title NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. C-6 ACKNOWLEDGEMENT OF SURETY STATE OF Connecticut COUNTY OF Hartford On this 9th day of April,2013,before me personally came Stacy Rivera,to me known, who,by me duly sworn, did depose and say that she is the attorney-in-fact of the Federal Insurance Company,that she knows the seal of the corporation; that the seal affixed to the said instrument is such company seal;that it was so affixed by order of the Board of Directors of said company and that she sigffed her name thereto by like order. . / ;% o ary Public,Julie P= ry My Commission Exp • 2015 POWER Federal Insurance Company Attn: Surety Department ICChubb OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 CH11JBB Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Aiza Lopez,Jeannette Porrini and Stacy Rivera of Hartford,Connecticut---------------------- each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or executed in the course of business,and any instruments amending or altering the same,and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their'corporate seals on this 5th day of October,2011. � ir...... _(.°--) Kenneth C.Wen el,Assistant Secretary B.Norris,Jr.,Vice President STATE OF NEW JERSEY ss. County of Somerset On this 5th day of October,2011 before me,a Notary Public of New Jersey,personally came Kenneth C.Wendel,to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY,the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof,that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority;and that he is acquainted with David B.Norris,Jr.,and knows him to be Vice President of said Companies;and that the signature of David B.Norris,Jr.,subscribed to said Power of Attorney is in the genuine handwriting of David B.Norris,Jr.,and was thereto subscribed by authority of said By- Laws and in deponent's presence. Notarial Seal KATHERINE J.ADELAAR / �.��J.AaF� NOTARY PUBUC OF NEW JERSFV J G ?� . �01AR y Nn.2316685 , ./ !/ ..•a Commission ExpinisJuly 14,2014 / Notary Public �yPUBI��/ V fER`'! CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: "All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations.The signature of such officers may be engraved,printed or lithographed.The signature of each of the following officers:Chairman,President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.' I,Kenneth C.Wendel,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY (the"Companies")do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S.Treasury Department;further,Federal and Vigilant are licensed in Puerto Rico and the U.S.Virgin Islands,and Federal is licensed in American Samoa,Guam,and each of the Provinces of Canada except Prince Edward Island;and (ii) the foregoing Power of Attorney is true,correct and in full force and effect. Given under my hand and seals of said Companies at Warren,NJ this 9th day of April, 2013 � [dip ,Ikiain fren . Y N,to . iy= FEDERAL INSURANCE COMPANY STATEMENT OF ASSETS,LIABILITIES AND SURPLUS TO POLICYHOLDERS Statutory Basis DECEMBER 31,2012 (in thousands of dollars) LIABILITIES AND ASSETS SURPLUS TO POLICYHOLDERS Cash and Short Term Investments $ 402,323 Outstanding Losses and Loss Expenses $ 12,627,388 United States Government,State and Unearned Premiums 3,416,163 Municipal Bonds 9,901,519 Ceded Reinsurance Premiums Payable 364,197 Other Bonds 4,595,536 Provision for Reinsurance 62,250 Stocks 811,166 Other Liabilities 935,654 Other Invested Assets 1,681,828 TOTAL INVESTMENTS 17,392,372 TOTAL LIABILITIES 17,405,652 Investments in Affiliates: 20,980 Chubb Investment Holdings,Inc. 3,352,969 Capital Stock 3,106,809 Pacific Indemnity Company 2,496,198 Paid-In Surplus Chubb Insurance Investment Holdings Ltd.... 1,228,075 Unassigned Funds 10,713,227 Executive Risk Indemnity Inc 1,100,637 CC Canada Holdings Ltd 758,892 Chubb Insurance Company of Australia Limited 517,597 SURPLUS TO POLICYHOLDERS 13,841,016 Great Northern Insurance Company 438,592 Chubb European Investment Holdings SLP.. 265,490 Vigilant Insurance Company 246,766 Other Affiliates 429,458 Premiums Receivable 1,494,693 Other Assets 1,524,929 TOTAL LIABILITIES AND SURPLUS TOTAL ADMITTED ASSETS $ 31,246,668 TO POLICYHOLDERS $ 31,246,668 Investments are valued in accordance with requirements of the National Association of Insurance Commissioners. Investments with a carrying value of$430,688,714 are deposited with government authorities as required by law. State,County&City of New York, — ss: Yvonne Baker,Assistant Secretary of the Federal Insurance Company being duly sworn, deposes and says that the foregoing Statement of Assets, Liabilities and Surplus to Policyholders of said Federal Insurance Company on December 31,2012 is true and correct and is a true abstract of the Annual Statement of said Company as filed with the Secretary of the Treasury of the United States for the 12 months ending December 31,2012. Subscribed and sworn to before me �j this March 31,2013. A G%1 t L,_ DOROTHY M.BAKER Assistant Secretary o/lo �CJ Notary Public,State of New York (( Notary Public No.31-4904994 Qualified in New York County Commission Expires Sept.14,2013 Form 15-10-0313A(Rev.3/13) CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California County of Okinf Z L013 before me, TI&2jtt I 1 Solis, f"O�(��a P Ut4;C , On + and title of the offl�er) (Here insert name personally appeared 011245 P 'feS , who proved to me on the basis of satisfactory evidence to be the person whose nameOlis/a0Psubscribed to the within instrument and acknowledged to me that he/$102/1 executed the same in his/be/Ma authorized capacity(, and that by his/W r signature(R on the instrument the person) j, or the entity upon behalf of which the person( )acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. JACQUELINE SOLIS Commission# 1945548 a °": Notary Public-California (;)INESS my h nd and offic' seal. I . orange County -• M Comm.Ex Tres Jul 25,2015 (Notary Seal) Si tut Notary Public ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is if a document is to be recorded outside of California.In such instances,any alternative acknowledgment verbiage as may be printed on such a document so long as the (Title or description of attached document) verbiage does not require the notary to do something that is illegal for a notary in California (i.e. certifying the authorized capacity of the signer). Please check the document carefully for proper notarial wording and attach this form if required. (Title or description of attached document continued) • State and County information must be the State and County where the document Number of Pages Document Date signer(s)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which must also be the same date the acknowledgment is completed. (Additional information) • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title(notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. he/she/they,is/are)or circling the correct forms.Failure to correctly indicate this ❑ Individual(s) information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of El Partner(s) the county clerk. ❑ Attorney-in-Fact . Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. Indicate title or type of attached document,number of pages and date.4. ❑ Other . Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Securely attach this document to the signed document 2008 Version CAPA v12.10.07 800-873-9865 www.NotaryClasses.com • CERTIFICATION OF SIGNATURE AUTHORIZATION SIEMENS INDUSTRY, INC. I, Daniel W. Hislip,the undersigned Secretary,do hereby certify that DARYL a DULANEY President&CEO HELMUTH LUDWIG Executive Vice President AXEL MEIER Executive Vice President, Chief Financial Officer and • Treasurer DANIEL W.HISLIP Vice President, General Counsel&Secretary of SIEMENS INDUSTRY, INC.(the•Corporation'),,a corporation duly organized and existing under the State of Delaware,'are duly authorized to execute.any and all Agreements without limitation regarding the amount,subject to the requirement of dual signature authorization. I further certify that the above'named Officers are authorized to execute on behalf of the Corporation,without regard to amount,bids,proposals,requests for proposals or quotations, bid bonds,payment bonds,performance bonds,maintenance bonds,change orders,Technical Support Program Agreements,and work orders and their signatures on these documents are binding on the Corporation. IN WITNESS WHEREOF, I have hereunto•subscribed my name and.affixed the corporate seal of.the Corporation, on this 1st day of October 201 t xg Daniel P �� !' 4 T • Vice President, ayes General Counsel&Secretary Siemens Industry,Inc. �•a1�-�y `_.4 Signe before me this 1st day of October 201t 't • r---- lc-. /(14..fr \O a lFtil}14trCDlr D i/if i Not Public A� ru so,,• f• .03 Tol s 2 91 u8L\s-+ 'C� ,C01.1`' ````N' ACKNOWLEDGEMENT OF APPOINTED SIGNATURE AUTHORITY FROM PRESIDENT AND CHIEF EXECUTIVE OFFICER:DARYL DULANEY AND CHiEF FINANCIAL OFFICER AXEL MEIER OF THE INFRASTRUCTURE& CITIES SECTOR OF SIEMENS INDUSTRY, INC. A. We, the undersigned, Daryl Dulaney, President and Chief Executive Officer and,Axel Meier, Chief Financial Officer of the infrastructure&Cities Sector of Siemens Industry, Inc. (the'Corporation") a corporation duly organized and existing Under the laws of the State of Delaware,by virtue of the authority vested by the Board of Directors of Siemens industry, Inc.and in accordance with the By- Laws of the Corporation.and the laws of said State, do hereby acknowledge that the following individuals; (1) have been appointed to their respective offices as set out herein below in accordance with the By-Laws of the. Corporation; and '(2), are hereby authorized to sign or countersign and otherwise execute in the name, or on behalf of their respective 'Divisions or Business Units of the Corporation, any bids, proposals, bonds,releases and waivers of liens, and any certificates, affidavits, or ancillary documents in connection therewith; any licensing qualification or registration ,filings returns, certifications or questionnaires; any contracts, leases, agreements, guarantees' and any certificates, affidavits, or ancillary documents in connection therewith, up to and including a. transactional limit of $10,000,000.00; and any releases, compromises or settlements in connection with claims or disputes arising out of any such transaction. Authorized Signatories Business Operations Finance/Central Support Function (Name/Office) (Natne/Office) Matthias Rebellius Mark Evans President, Building Technologies Division Vice President,Finance and Business Administration, Building Technologies Division Kevin Yates Anton Drivall President, Low and Medium Voltage Division Vice President, Finance and Business Administration, Low and Medium Voltage Division Terry Heath Martin Schultz President, Mobility and Logistics Division Vice President, Finance and Business Administration, Mobility and Logistics Division Thierry Coded Martin Schultz President,Smart Grid Division Vice President. Finance and Business Administration, Smart Grid Division Michael Cahill Christopher Halieus President, Rail Systems Division Vice President, Finance and Business Administration, Rail Systems Division Tom Kopanski Steve Monetta Sr.Vice President, industry Sales Vice President, Finance and Business Administration, Industry Sales Alex Stuebler Mitch Flanagan Vice President, Strate• Vice President, Co •orate Controller B. We further acknowledge that each of the signatures of the persons referred to in paragraph A is binding upon the Corporation. C. We further acknowledge that any document shall require the signature of two (2) of the above Authorized Signatories, one each from Business Operations and Finance/Central Support Function, whom shall have the requisite signature authority to be legally binding upon the Corporation. 1 of 2 D. We further acknowledge that each of the persons referred to herein is authorized to delegate such person's authority.hereunder to additional members of his or her management team up to the limit of such person's delegation of authority,provided that such delegation is In written form signed by the delegator and filed with the Legal Department. E. We further acknowledge that the Secretary or an Assistant Secretary of the Corporation Is authorized to Issue certifications attesting to the Incumbency, authority and status of.any of The persons referred to in this resolution. • IN WITNESS WI•tEREOF,we have hereunto subscribed our names and affixed the corporate seal of the said Corporation,on this'14 day of June,2012. Daryl Dulaney President&CE • Siemens Indus , c. FTC _K \f44..,at� f•i• ��^'+�� ; . 4 '` Axel.Meter Executive VP,CFO Siemens industry,Inc. • aDf2 DELEGATION OF APPROVAL AUTHORITY FROM PRESIDENT TERRY HEATH AND VICE PRESIDENT FINANCE& BUSINESS ADMINISTRATION MARTIN SCHULTZ SIEMENS INDUSTRY,INC.—MOBILITY AND LOGISTICS DIVISION A. We,the undersigned,Terry Heath.President and Martin Schultz,Vice President,Finance and Business Administration of the Mobility and Logistics Division of Siemens Industry, Inc.(the 'Corporation'),a corporation duly organized and existing under the laws of the State of Delaware, by virtue of the authority vested in us as President and Vice President Finance&Business Administration to sign or countersign and otherwise execute in the name,or on behalf of the Corporation,any bids,projects,contracts,agreements and any certificates,affidavits or ancillary documents in connection therewith for and on behalf of the Corporation,do hereby delegate to and acknowledge that the following person(s)may exercise such authority for and on our behalf up to$2 million. AUTHORIZED SIGNATORIES Business Operations Finance/Central Support Function (Name/Position). (Name/position) Dana Rasmussen Dirk Glaser Service Segment Head FBA Neway Redia Service Segment FBA B. We further acknowledge that the following individuals are hereby authorized to sign or countersign and otherwise execute in the name, or on behalf of the Corporation,the same documents as referenced in paragraph A,up to and including a transactional limit of$500,000. Any such delegation extends to but is limited to the same scope,documents and subject matter as referenced and granted in Paragraph A,limited to the monetary amount stated in this Paragraph. AUTHORIZED SIGNATORIES Business Operations Finance/Central Support Function (Name/Position (Name/Positlonl Andrew Poster Jeffrey Engel Area Manager FBA Chris Reyes Tara inbonboon Area Manager FBA ,Ill Petrie O•-rations mana•er Tim Carter O•eratfons manager Andrew Rist Operations manager Christopher Romeo Operations manager Steven Teal Operations manager C. We further acknowledge that each of the signatures of the persons referred to in paragraphs A and B are binding upon the Corporation. (;<.;1/' D. We further acknowledge that any document shall require the signature of two(2)of the above Authorized Signatories,one each from Business Operations and from Finance/Central Support Functions,whom shall have the requisite signature authority to be legally binding upon the Corporation. E. We further acknowledge that each of the persons referred to herein is authorized to delegate such person's authority hereunder to additional members of his or her management team up to the limit of such person's delegation of authority,provided that such delegation is in written form signed by the delegator and filed with the Legal Department F. We further acknowledge that the Secretary or an Assistant Secretary of the Corporation is authorized to issue certifications attesting to the incumbency,authority and status of any of the persons referred to in this resolution. IN WETNESS WHEREOF,we have hereunto subscribed our names and affixed the corporate seal of the said Corporation,as of the 1st day of October,2012. Terry Heath President Siemens industry,Inc. ` Mobility and Logistics Division Marti ultz Vice President,Finance and Business Administration Siemens Industry,Inc. Mobility and Logistics Division 2 PART II SPECIAL PROVISIONS SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 1-1 SPECIFICATIONS AND PLANS 1-1.01 GENERAL -- The work embodied herein shall be done in accordance with the Standard Specifications for Public Works Construction (SPPWC) "Green Book", 2009 edition in effect on the first day of the advertised"Notice Inviting Sealed Bids" for this project, and City of San Bernardino Standard Drawings, insofar as the same apply and in accordance with the following Special Provisions. 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms are used,they shall be understood to mean and refer to the following: Agency - The City of San Bernardino. Board - The Mayor and Common Council for the City of San Bernardino. City Engineer - The City Engineer for the City of San Bernardino. Laboratory - The laboratory to be designated by the City of San Bernardino to test materials and work involved in the contract. Office of the District - Whenever, in the Standard Specifications, reference is made to the office of the District or the District's office, such references shall be deemed made to the Office of the City Engineer, Public Works Department, located on the 3rd floor of City Hall for the City of San Bernardino, 300 N. "D" Street, San Bernardino. SP-1 The mailing address for the City of San Bernardino's Public Works Department is: City of San Bernardino Public Works Department 300 North "D" Street, 3rd Floor San Bernardino, CA 92418-0001 Resident Engineer - The Resident Engineer is the City of San Bernardino's Engineer City Engineer, registered as a Civil Engineer in the State of California, or the designated representative of the City of San Bernardino's City Engineer, registered as a Civil Engineer in the State of California. Notice Advertising for Bids - Notice Inviting Sealed Bids. Standard Specifications - Standard Specifications for Public Works Construction "Green Book". Other terms appearing in the Standard Specifications, and these Special Provisions, shall have the intent and meaning specified in Section 1-2, "Definitions", in the Standard Specifications. 1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the Agency are contained in the most current edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", as written and promulgated by the Public Works Standards, Incorporated, a mutual benefit corporation comprised of five members representing the American Public Works Association, and four members from the Associated General Contractors of California, the Engineering Contractors Association, the Southern California Contractors Association, and BNi Publications, Incorporated. The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, Special Provisions, or other contract documents. Only those Sections requiring amendment or elaboration or specifying options are called out. In case of conflict between the Standard Specifications and the Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. SP-2 References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the Standard Specifications dated MAY, 2010 of the State of California, Department of Transportation. References in the Special Provisions to Standard Plans shall mean the Standard Plans for the City of San Bernardino or other governing agency as specified. Applicable Standard Plans for this project are contained in the "Standard Drawings", section in the APPENDIX of these Special Provisions. Where the Plans or Specifications describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place, that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work involved in executing the Contract. The Contractor shall meet or exceed the applicable Public Works Policies and Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. The plans and specifications of this project shall conform to the requirements of the City of San Bernardino Municipal Code and Public Works Construction Policies, the latest editions of the Standard Specifications for Public Works Construction (green book), the American Concrete Institute (ACI), the Uniform Building Code (UBC), Uniform Plumbing Code (UPC), the National Electrical Code, Caltrans Standard Specifications, and these Special Provisions. Wherever reference it made to any of the standards mentioned above, the reference shall be construed to mean the code, order or standard that is in effect on the first day of the advertised "Notice Inviting Sealed Bids". 1-1.04 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. 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the services to be performed, they may submit a written request for an interpretation or correction thereof The person submitting the request will be responsible for its prompt delivery by 5:00 p.m. of the 5th working day prior to the day of the proposed bid opening. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be faxed, e-mailed or delivered to each person of record as receiving a set of such documents. The CITY shall not be responsible for any other form of explanation or interpretation of the proposed documents. SP-3 1-1.06 ADDENDA OR BULLETINS -- 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. 1-1.07 PLANS AND SPECIFICATIONS TO BE PROVIDED -- The CITY will provide the Contractor with five (5) sets of Plans and Specifications at no cost after the Award of Contract. The Contractor shall obtain all additional sets at its own cost. SP-4 SECTION 2 2-1 BID REQUIREMENTS AND CONDITIONS 2-1.01 GENERAL -- Bids must submitted on the bid form contained herein. All bids shall be signed, sealed and 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 guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder, to whom the contact is awarded, refuses to execute said contract, and/or fails to file the necessary bonds and insurance certificate within ten (10) working days following the date of the CITY's Notice of Award letter, the Bidder shall be considered as not fully executing the contract. By not executing the contract, the use by the public of the improvements will be delayed and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix the amount of said damage. Therefore, the CITY and the bidder agree that the bid guarantee of 10% of the bid shall be paid to the CITY as liquidated damages and not as forfeiture. Bid bonds shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provisions. Notarization of the signatures of the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. Any bid not accompanied by such bid bond will be rejected as invalid. 2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy for establishing goals for participation of Minority and Women's Business Enterprises (MBE/WBE) was adopted by Resolution No. 95-409 of the Mayor and Common Council of the City of San Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-411 and the Standard Operation Procedures dated January 1994. Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all other business enterprises. Prime bidders could reasonably be expected to produce a level of participation by interested subcontractors of 5 %MBE and 0 % WBE on this project. Certified minority and female owned subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.doLca.gov/hq/bep/. Bidders shall make every reasonable effort to solicit bids from MBE/WBEs. A justification shall be provided to support the rejection of any bid from a minority or women's business enterprise, certified by Caltrans. SP-5 2-1.03 MINORITY, WOMEN AND OTHER BUSINESS ENTERPRISES AND CITY PROCUREMENTS -- It is the policy of the City of San Bernardino to provide Minority Business Enterprises (MBEs), Women Business Enterprises (WBEs) and all other enterprises an equal opportunity to participate in the performance of all CITY contracts. Bidders shall assist the CITY in implementing this policy by taking all reasonable steps to ensure that all available business enterprises, including local MBEs and WBEs, have an equal opportunity to compete for and participate in CITY contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs and all other business enterprises shall be determined by the following factors: (1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the CITY to inform all bidders of the requirements for the project for which the contract will be awarded. The CITY may waive this requirement if the bidder certifies it is informed as to those project requirements. (2) The bidder identified and selected specific items of the project for which the contract will be awarded to be performed by sub-contractors to provide an opportunity for participation by MBEs, WBEs and other business enterprises. The bidder shall, when economically feasible, divide total contract requirements into small portions or quantities to permit maximum participation of MBEs, WBEs and other business enterprises. (3) The bidder advertised for bids from interested business enterprises not less than ten calendar days (see Sub-Section 2-1.04 for exception) prior to the submission of bids, in one or more daily or weekly newspapers, trade association publications, minority or trade oriented publications, trade journals, or other media specified by the CITY. (4) The bidder provided written notice of its interest in bidding on the contract to those business enterprises, including MBEs and WBEs, having an interest in participating in such contracts. All notices of interest shall be provided not less than ten calendar days (see Sub-Section 2-1.04 for exception) prior to the date the bids were required to be submitted. In all instances, the bidder must document that invitations for sub- contracting bids were sent to available MBEs, WBEs and other business enterprises for each item of work to be performed. (5) The bidder documented efforts to follow up initial solicitations of interest by contracting the business enterprises to determine with certainty whether the enterprises were interested in performing specific portions of the project. (6) The bidder provided interested enterprises with information about the Plans, Specifications and requirements for the selected sub-contracting work. SP-6 (7) The bidder requested assistance from organizations that provide assistance in the recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen days (see Sub-Section 2-1.04 for exception) prior to the submission of bids. (8) The bidder negotiated in good faith with interested MBEs, WBEs and other business enterprises and did not unjustifiably reject as unsatisfactory bids prepared by any enterprises, as determined by the CITY. As documentation the bidder must submit a list of all sub-bidders for each item of work solicited, including dollar amounts of potential work for MBEs, WBEs and other business enterprises. (9) The bidder documented efforts to advise and assist interested MBEs, WBEs and other business enterprises in obtaining bonds, lines of credit, or insurance required by the CITY or Contractor. If the CITY has established expected levels of participation for MBE and WBE sub- contractors, failure to meet those levels shall not be a basis for disqualification of the bidder. A determination of the adequacy of a bidders' good faith effort must be based on due consideration of the indicia of good faith as set forth above. In the event that the CITY is considering awarding away from the lowest bidder or not awarding a contract to a proposed bidder because the bidder is determined to be non-responsive for failure to comply with the good faith indicia set forth above, the CITY shall, if requested, and prior to the award of the contract, afford the bidder the opportunity to present evidence to the Mayor and Common Council in a public hearing of the bidders' good faith efforts in making its outreach. In no case should the CITY award away pursuant to this program if the bidder makes a good faith effort but fails to meet the expected levels of participation. For the purposes of this Policy, "minority" shall be synonymous with "minority person" as defined in California Public Contract Code Section 2000(f). Nothing herein restricts the discretion of the CITY to reject all bids in accord with Charter Sections 140 and 238 or Chapter 3.04 of the San Bernardino Municipal Code. The directions set forth herein shall take effect immediately, and all CITY Departments shall modify their implementation programs to the extent such programs are inconsistent with this policy. SP-7 2-1.04 SUBMISSION OF MBE/WBE INFORMATION—GOOD FAITH EFFORTS - The Contractor may submit the MBE/WBE INFORMATION — GOOD FAITH EFFORTS document with the contract Bid Documents prior to the hour of the bid opening. If this document is not submitted with the Bid Documents, it must be submitted to the Public Works Department, upon request, by 4:30 p.m. on the fourth working day (not including Fridays, Saturdays, Sundays and legal holidays) following the day of the Bid Opening. In the case of short Bid Opening periods, proof of faxes and web site postings requesting MBE, WBE participation and faxed requests for assistance in recruitment of MBEs and WBEs shall suffice. 2-1.05 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS -- Each bid shall have listed therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in the amount of 1/2 of one percent of his total bid or $10,000.00, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of said Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. A sheet for listing the subcontractors, as required herein, is included in the Bid Documents, in Part I of these Special Provisions. 2-1.06 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Specifications, Plans, addenda, and all other Contract Documents. The submission of a Bid shall constitute an acknowledgement upon which the CITY may rely that the Bidder has thoroughly examined and is familiar with all the Contract Documents. B. The failure or neglect of a Bidder to receive or examine any of the Contract Documents shall in no way relieve that Bidder from any obligation with respect to its Bid or to the Contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of the Contract Documents. C. 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. SP-8 D. 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. 2-1.07 REQUIRED INSPECTION OF THE SITE -- A. 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. B. 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. C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own examination of the following: 1. The site of the proposed work. 2. Access to the site. 3. All other data and matter requisite to the fulfillment of the work. 4. The Bidder's own knowledge of existing facilities on and in the vicinity of the site of the proposed work under the Contract. 5. The conditions to be encountered. 6. The character, quality, scope and complexity of the proposed work. 7. The quality and quantity of the materials to be furnished. 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 verification by the Bidder to the extent such independent investigation of site conditions is deemed necessary or desirable by the Bidder. SP-9 2-1.08 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION CONTRACT -- No engineering or architectural firm which has provided design services for a project shall be eligible to bid on the contract to construct the project. Those ineligible to bid include the prime contractor for design, subcontractors of portions of the design, and affiliates of either. An affiliate is a firm which is subject to the control of the same persons, through joint ownership or otherwise. 2-1.09 WITHDRAWAL OF BIDS -- A bid may be withdrawn by a written request signed by the Bidder. Such requests must be delivered to the CITY's designated official prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids" or an amended date and hour stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guarantee. 2-1.10 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. SP-10 SECTION 3 3-1 AWARD AND EXECUTION OF CONTRACT 3-1.01 GENERAL -- The award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed. The award of the contract will be made by the Mayor and the Common Council at a Council meeting. The bidder, to whom the contract is awarded, shall file with the Engineer all required bonds and insurance policies, and execute the contract within 10 calendar days after receiving notification of the award. Failure to file the stipulated documents and execute the contract within the prescribed time shall constitute good and sufficient grounds for rescission of the award and payment of 10% of the bid to the CITY as liquidated damages. 3-1.02 AWARD OF CONTRACT -- Following a review of the bids, the CITY shall determine whether to award the contract or to reject all bids. The award of contract, if made, will be to the lowest responsible Bidder as determined solely by the CITY. Additionally, the CITY reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any irregularity and to take the bids under advisement for the period of time stated in the legal Notice Inviting Sealed Bids as may be required to provide for the best interest of the CITY. The Contractor's original signature on the Bid Form shall constitute a commitment on the part of the Bidder to furnish the items as set forth in the Bid Form, the Special Provisions-Instructions to Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and Addenda, together with any attachments. The Bidder to whom the contract is awarded shall be notified upon approval of the contract by the Mayor and Common Council. The Bid Form, the Special Provisions-Instructions to Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and Addenda, together with any attachments, shall be considered as part of the contract between the CITY and the Contractor to whom the contract is awarded. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. 3-1.03 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the Notice to Proceed is executed by the CITY. In accordance with Section 2-4, "CONTRACT BONDS", of the Standard Specifications, the contract bonds, including Payment Bond (Material and Labor Bond) and Performance Bond shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Contractor shall provide to the CITY three (3) original "wet" copies of Payment and Performance Bonds equal to 100% of the award amount of the contract. SP-11 3-1.04 DISQUALIFICATION OF BIDDERS -- In the event that any Bidder acting as a prime contractor has an interest in more than one submitted bid, all such submitted bids will be rejected and the Bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one Bidder and, while doing so, may also submit a formal bid as a prime contractor. No contract will be executed unless the Bidder is licensed in accordance with the provisions of the State Business and Professions Code. The Contractor shall fill out all documents contained in the Bid Document section, and comply with all the requirements of the Bid Documents and specifications contained in the Special Provisions. Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to BMP/SWPPP, traffic control and detour plans or escrowed bid documents, where applicable, will delay the issue of the Notice to Proceed, and such delay will subject the bidder to a negative determination of the bidder's responsibility should the bidder choose to participate in future public works bid offerings. SP-12 SECTION 4 4-1 CONSTRUCTION DOCUMENTATION, COMMENCEMENT OF WORK TIME OF COMPLETION AND LIQUIDATED DAMAGES 4-1.01 GENERAL -- Attention is directed to the provisions of Section 6, "Prosecution, Progress and Acceptance of the Work", of the Standard Specifications and these Special Provisions. 4-1.02 PRE-CONSTRUCTION MEETING -- The Pre-Construction Meeting shall be within 10 working days of the notification of the award of the contract by the Mayor and Common Council. The Contractor shall, at the time of the notification of award, inform the Construction/Survey Manager of any special circumstances or conditions that might prohibit the Contractor from attending a Pre-Construction Meeting during this period, or from commencing work as scheduled. 4-1.03 NOTICE TO PROCEED -- The Notice to Proceed shall not be issued until all required documents have been submitted and approved by the CITY. The Contractor shall immediately notify and obtain the approval of the Construction/Survey Manager, prior to the Pre- Construction Meeting, should special circumstances or conditions exist that might prohibit the Contractor from providing all required documentation and commencing work as scheduled within 10 working days of the Pre-Construction meeting. Required documentation shall include the Contractor's applicable NPDES plan (for required submittal time refer to Section 6-1.03 of these Special Provisions), the proposed Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required). The Construction Schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. The schedule shall be in the form of a tabulation, chart or graph. 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work to completion before the expiration of 100 WORKING DAYS from the date of the "NOTICE TO PROCEED". SP-13 4-1.05 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed", Contractor shall obtain a CITY Business Registration from the City Clerk's Office, San Bernardino City Hall, 300 North "D" Street, 2nd Floor, San Bernardino, CA 92418. 4-1.06 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San Bernardino the sum of $500.00 per day for each calendar day's delay in fmishing the work in excess of the number of working days prescribed above. In case all the work called for is not completed in all parts and requirements within the time specified, the CITY shall have the right to grant or deny an extension of time for completion, as may seem best to serve the interest of the CITY. The Contractor will not be assessed with liquidated damages during the delay in the completion of the work caused by acts of God or of the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors, epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from the beginning of such delay, notify the CITY, in writing, of the cause of the delay. The CITY will ascertain the facts and the extent of the delay, and the findings thereon shall be final and conclusive. 4-1.07 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer by the tenth of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. Section 6-7.3, "Contract Time Accounting", Standard Specifications is superseded by these Special Provisions. The Engineer or his/her designee will make a daily determination of each working day to be charged against the contract time. Per the Contractor's written request, the Engineer will provide working and non-working days to the Contractor. 4-1.08 INSPECTION -- The Contractor is responsible to notify the Public Works Department Inspection 48 hours prior to the start of any work. Any work performed without inspection by the CITY is subject to rejection and removal of work performed and, at the Contractor's expense, the work will have to be reconstructed. At the CITY's request, and the Contractor's expense, any pipes less than 24" must be inspected by camera for joint grouting and any other inspection. For inspection after regular working hours, see Section 6-1.06 "HOLIDAYS, WORKING DAYS AND HOURS", of these Special Provisions. SP-14 SECTION 5 5-1 LEGAL REQUIREMENTS 5-1.01 INSURANCE REQUIREMENTS -- The Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors. The Contractor shall indemnify and save harmless the City of San Bernardino, the County of San Bernardino, the State of California, and/or any incorporated city from all claims or suits for damages arising from the prosecution of the contract work, as more fully described in Subsection 5- 1.07, "Contractor's Liability", of these Special Provisions.. The Contractor agrees to protect, defend and indemnify the City of San Bernardino against loss, damage or expense by reason of any suit claims, demands, judgments and causes of action caused by the Contractor, its employees, agents or any subcontractor, or by any third party arising out of or in consequence of the performance of all or any operations covered by the Certificate of Insurance. The Contractor, at its option, may include such coverage under Public Liability coverage. 5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Section 7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor shall furnish the CITY with a policy or certificate of liability insurance prior to execution of the contract. All of the Insurance Policies shall name the City of San Bernardino as an additional insured. The endorsement shall be provided by the broker or agent of the insurance company and shall be notarized to that effect. ACCORD Forms are not acceptable, nor forms signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See attached sample forms.) Contractor shall maintain minimum limits of insurance no less than: 1. 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; SP-15 2. Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 aggregate; 3. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage; 4. Employer's Liability: $1,000,000.00 er accident for bodily injury Y iJm'Y or illness; 5. Course of Construction: Completed value of the project. 5-1.03 WORKERS' COMPENSATION INSURANCE -- The Contractor's attention is directed to Section 7-4, "Workers' Compensation Insurance", of Standard Specifications, providing that the Contractor shall file a signed Certificate of Workers' Compensation Insurance before execution of the contract. 5-1.04 PAYMENT OF PREVAILING WAGE RA'Z'E -- The Contractor and all subcontractors shall pay each craft or worker employed on this project not less than the prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of the City of San Bernardino. The Engineer shall have the right to interview any craft or worker on the project site in order to verify payment of prevailing wage rates in accordance with Resolution No. 90-358. Prevailing wages, available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov/dirdatabases.html, shall comply with current rates and all updates in effect ten (10) days prior to the actual Bid Opening. Said prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The Contractor shall comply with the provisions in Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. 5-1.05 PAYROLL RECORDS -- The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by his subcontractors. (a) The Contractor and all subcontractors shall keep an accurate payroll record, showing the name address, social security number, work classification, straight time, and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with public work. SP-16 (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request. (c) Each Contractor shall file a certified copy of the records enumerated in subdivision (a) with the Engineer on a weekly basis. It will be the Contractor's responsibility to submit the records enumerated in subdivision (a) for all his subcontractors, in addition to his own employees. Failure to submit the records enumerated in subdivision (a) on a timely basis shall constitute good and sufficient reason for withholding the partial payments for work accomplished. 5-1.06 EMPLOYMENT OF APPRENTICES -- This project is subject to the State of California Division of Apprenticeship Standards (DAS) requirements for the employment of apprentices. The Contractor's attention is directed to the provision in the following excerpt from Section 1773.3 of the California Labor Code concerning notification to the DAS of the award of a public works project: "An awarding agency whose public works contract falls within the jurisdiction of Section 1777.5 shall, within five days of the award, send a copy of the award to the Division of Apprenticeship Standards." The Contractor shall see the APPENDIX of these Special Provisions for information regarding the Contractor's options for the employment of apprentices registered with the California Department of Industrial Relations, DAS. 5-1.07 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person or persons, either workers or the public; or for damage to any person or persons, either workers or the public; or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his workers, or any one employed by him; against all of which injuries or damages to persons and property the Contractor, having control over such work, must properly guard. SP-17 The Contractor shall not encroach on private property adjacent to this project in any phase of the construction without first obtaining a signed Right Of Entry document from the property owner and submitting this Right Of Entry to the Engineer for approval, prior to any entry or encroachment onto private property. The Contractor shall be responsible for any injury to any person or damage to property resulting from any defects or obstruction occurring any time before project completion and final acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer from all suits or actions of every name and description brought for, or on account of, any injuries or damages received or sustained by any person or persons, by the Contractor, his servants or agents, in the construction of the work or in consequence of any negligence in guarding the same, in improper materials used in its construction, by or on account of any act or omission of the Contractor or his agents, and so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the CITY may be retained by the CITY until disposition has been made of such suits or claims for damages aforesaid. If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the Engineer may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. 5-1.08 DIFFERING SITE CONDITIONS -- During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed. Upon written notification, the Engineer will investigate the conditions, and if the Engineer determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding loss of anticipated profits, will be made and the contract modified in writing accordingly. The Engineer will notify the Contractor of his determination whether or not an adjustment of the contract is warranted. SP-18 No conflict adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice. No contract adjustment will be allowed under the provisions specified in this section for any effects caused on unchanged work. Any contract adjustment warranted due to differing site conditions will be made in accordance with the provisions in Section 3-4, "Changed Conditions", of the Standard Specifications. in any 5-1.09 ATTORNEY'S FEES AND ARBITRATION will The be entitled prevailing party from legal action to enforce or interpret any provisions of this Agreement losing party all attorney fees, court costs and necessary disbursements in connection oe office,wh that action. The costs, salary and expenses of the City Attorney and connection with that action, shall be considered as attorney's fees for the purposes of this Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is hereby specifically excluded from this Contract. 5-1.10 CITY BUSINESS REGISTRATION CERTIFICATE -- The Contractor warrants it possesses, or shall obtain, and maintain during the term of this Agreement, a business registration certificate pursuant to Title 5 of the City of San Bernardino Municipal Code, and any and all other licenses, permits, qualifications, insurance and approvals of whatever nature that are legally required of contractor/consultant/vendor to practice its profession, skill or business. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. SP-19 ACORD FORM INSURANCE SAMPLE: ACCORD CERTIFICATE OF INSURANCE DATE(MMJYY/DD) 00/00!00 PRODUCER THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY COMMERCIAL ASSOCIATES INS.,INC. TTHISS CERTIF CATE DOES NOT AMEND,EXTEND,CERTIFICATE OR ALTER 1226 EAST LA PALMA AVENUE THE COVERAGE AFFORDED BY THE POLICIES BELOW. ANAHEIM, CA 92807 COMPANIES AFFORDING COVERAGE (714)524-4949 FAX: (7145)524-4940 COMPANY A CNA-TRANSCONTINENTAL INSURED COMPANY B CNA—VALLEY FORGE COMPANY YOUR COMPANY NAME C CHUBB GROUP—FEDERAL INSURANCE AND ADDRESS COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM,OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY POFFECT POLICY EXPIR LTR NUMBER DATE(MLICY E M/YY/DD)WE DATE(MM/YY/DD) LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 X COMMERCIAL GEN LIABILITY FIRE DAMAGE(ANY ONE FIRE) A CLAIMS MADE OCCUR $ 500,000 MED EXP(ANY ONE PERSON) $ 5,000 X OWNER'S&CONTRACTOR'S PROT 102267576 02,01,98 02/01/99 PERSONAL&ADV INJURY $1,000,000 GENERAL AGREGATE $2,000,000 PRODUCTS-COMP/OP AGG $2,000,000 AUTOMOBILE LIABILITY F„x COMBINED SINGLE LIMIT $1,000,000 X AUTO BODILY INJURY SPer Person) $ B ALL OWNED AUTOS BODILY INJURY BAP 5197135 02/01,98 0201 99 (P cident) $ SCHEDULED AUTOS RTY DAMAGE ccident) $ HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY O ONZY-EACH ACCIDENT $ ANY AUTO other than auto only: EACH ACCIDENT other than auto only: - WORKERS COMPENSATION AND AGGREGATE X EMPLOYER'S LIABILITY WORKERS COMP STATUTORY LIMITS C E.L.EACH ACCIDENT $1,000,000 2/01/98 02/01/99 THE PROPRIRETOR! INCL $1,000,000 PARTNERS/EXECLTN E.L.DISEASE-EA EMPLOYEE E OFFICERS ARE: EXCL $1,000,000 E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED RE: (INSERT PROJECT NAME) BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE CITY OF SAN BERNARDINO THE ISSUEING COMPANY WILL MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMES TO THE DEPARTMENT OF PUBLIC WORKS LEFT. 300 N. "D” STREET, 3RD FLOOR AUTHORIZED REPRESENTATIVE SAN BERNARDINO,CA 92418-0001 JcINE.SMITH(Signature) ACCORD 25-S (1,95) L'ACCORD CORPORATION SP-20 COMMERCIAL GENERAL LIABILITY NAMED INSURED: POLICY NUMBER: THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED OWNERS, LESSEES OR CONTRACTORS ( FORM B ) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE SCHEDULE NAME OF PERSON OR ORGANIZATION: CITY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS 300 NORTH "D" STREET, 3RD FLOOR SAN BERNARDINO, CA 92418-0001 MIKE ONLY (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of"your work" for that insured by or for you. NOTE: MUST BE SIGNED BY AUTHORIZED REPRESENTATIVE FOR PROVIDER SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND CG 20 10 11 85 Authorized Representative for CNA Insurance Group Golden Eagle Insurance Company SP-21 SECTION 6 6-1 GENERAL 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity of any item of work subject to the provisions in Section 3-2.2, "Contract Unit Prices", of the Standard Specifications varies by more than 25 percent, compensation payable to the Contractor will be determined in accordance with said Section 3-2.2.1, "General", of the Standard Specifications and these Special Provisions. When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less than $1,500 at the applicable contract unit price, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. Should the total pay quantity of any item of work required under the contract be less than 75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. The payment of the total pay quantity of such item of work will in no case exceed the payment which would be made for the performance of 75 percent of the Engineer's Estimate of the quantity at the original contract unit price. 6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise levels Said noise level requirements shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. SP-22 6-1.03 NATIONAL POLLUTANT DISCHARGE t on 7TIO d 7SYOSoTEh (NPDES) REQUIREMENTS -- The Contractor shall strictly adhere to Sections Standard Specifications for Public Works (Green Book) throughout the entire project. The Contractor, without limitation, shall be responsible for providing and implementing Best Management Practices to comply with National Pollution Discharge Elimination System (NPDES) standards and practices. The Contractor shall be responsible, to the fullest extent possible, for preventing any contaminants, including soil, from entering any drainage system. The Contractor shall be responsible for having sufficient materials on hand and being prepared to provide erosion and sediment controls capable of preventing erosion from being washed into the storm drain system. The Contractor shall be responsible for maintaining equipment so that oil, grease, gasoline, diesel fuel, et al., do not contaminate areas subject to run-off. The Contractor and its Surety shall fully indemnify the CITY for any pollution damage and/or cleaning costs. All construction on off- site or on-site improvements shall adhere to NPDES (National Pollution Discharge Elimination System) Best Management Practices to prevent deleterious materials or pollutants from entering the CITY or County storm drain systems. The following are the areas to be addressed where applicable: 1. Handle, store and dispose of materials properly. 2. Avoiding excavation and grading activities during wet weather. 3. Construct diversion dikes and drainage swales around working sites. 4. Cover stockpiles and excavated soil with secured tarps or plastic sheeting. 5. Develop and implement erosion control plans. 6. Check and repair leaking equipment away from construction site. 7. Designate a location away from storm drains for refueling. 8. Cover and seal catch basins whenever working in their vicinity. 9. Use vacuum with all concrete sawing operations. 10. Never wash excess material from aggregate, concrete or equipment onto a street. 11. Catch drips from paver with drip pans or absorbent material. 12. Clean up all spills using dry methods. 13. Sweep all gutters at the end of each working day. Gutters shall be kept clean after leaving construction site. 14. Call 911 in case of a hazardous spill. 15. Keep a running log of all activities in connection with the Storm Water Pollution Prevention Plan(SWPPP). 16. Name a person, on site, responsible for complying with SWPPP. BEST MANAGEMENT PRACTICES ( BMPs ): Best Management Practices shall be defined as any program, technology, process, site criteria, operating method, measure, or device which controls, prevents, removes, or reduces pollution. The Contractor shall obtain and refer to the California Storm Water Best Management Practice Handbooks, Volume 3 Construction BMP Handbook and the County Regional Best Management Practices Handbook for Construction Activities. SP-23 The Contractor shall have a minimum of two (2) readily accessible copies of each publication on the project work site at all times. The Contractor shall implement the following BMPs in conjunction with the construction operation and activities: CONSTRUCTION PRACTICES Water Conservation Practices Dewatering Paving Operations Structure Construction and Painting MATERIAL MANAGEMENT Material Delivery and Storage Material Use Spill Prevention and Control WASTE MANAGEMENT Solid Waste Management Hazardous Waste Management Contaminated Soil Management Concrete Waste Management Sanitary/Septic Waste Management VEHICLE AND EQUIPMENT MANAGEMENT Vehicle and Equipment Cleaning Vehicle and Equipment Fueling Vehicle and Equipment Maintenance VEGETATIVE STABILIZATION Scheduling Preservation of Existing Vegetation Temporary Seeding and Planting Mulching PHYSICAL STABILIZATION Geotextiles and Mats Soil Stabilizer/Dust Control Temporary Stream Crossing Stabilized Construction Roadway Stabilized Construction Entrance SP-24 RUNOFF DIVERSION Sodding, Grass Plugging, and Vegetative Buffer strips Earth Dikes, Drainage Swales, and Lined Ditches Top and Toe of Slope Diversion Ditches/Berms Slope Drains and Subsurface Drains VELOCITY REDUCTION Flared Culvert End Sections Outlet Protection/Velocity Dissipation Devices Check Dams Slope Roughening/Terracing/Rounding SEDIMENT TRAPPING Silt Fences Straw Bale Barrier Sand Bag Barrier Brush or Rock Filter Storm Drain Inlet Protection Sediment Traps Sediment Basin Additional BMPs may be required as a result of a change in actual field conditions, contractor activities, or construction operations. When more than one BMP is listed under each specific BMP category, the Contractor shall select the appropriate and necessary number of BMPs within each category in order to achieve the BMP objective. BMPs for contractor activities shall be continuously implemented throughout the project. Resources to implement BMPs for erosion control and sedimentation shall be readily available and implemented throughout the construction phase and whenever the National Weather Service predicts rain within 24 hours. BMPs for erosion control and sedimentation shall also be implemented prior to the commencement of any contractor activity or construction operation that may produce run-off, and whenever run-off from other sources may occur. STORM WATER POLLUTION PREVENTION PLAN report SWPPP A site Water Pollution Prevention Plan (SWPPP) shall be defined as p identification of construction and contractor activities that could pollute storm water, and a description of measures and practices to control the potential pollutants. The preparation and implementation of the SWPPP is intended to ensure that the Contractor will make every reasonable effort to prevent the pollution of water resources during the period of construction. All projects, regardless of size, shall have a SWPPP developed prior to the performance of any soil disturbing activities. SP-25 Projects over one acre are placed under the regulations of the National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharge Associated with Construction Activity. In the State of California, these regulations are adopted by the State Water Resources Control Board and as such projects that fall into this category must submit a Notice of New Construction (NONC) to the State Water Resources Control Board (SWRCB) to obtain a waste discharge identification number (WDID). This information is available for review and downloading on the State of California, Department of Transportation web site at http://www.dot.ca.gov/hq/construc/stormwater/manuals.htm. SWPPP's over one acre shall be prepared under the supervision of, and signed by, a Civil Engineer registered by the State of California. All SWPPP's shall include and incorporate BMPs that address contractor activities, erosion, and sedimentation control. The SWPPP shall also include and incorporate appropriate BMPs for run-off generated by construction activities and other non-storm water sources. During all periods of construction, excavated soils which are stored on- site shall be completely covered with waterproof material and gravel bagged or bermed in order that, in the event of a storm, no soil becomes mixed with or transported by storm water run-off. If, during construction operations, field conditions change in a manner which, in the opinion of the Engineer, significantly deviates from how the SWPPP, as approved by the CITY, addressed the current construction operation, the Engineer may direct the Contractor to revise the current construction operation and/or the SWPPP. Such directions will be made in writing and will specify the items of work for which the SWPPP is inadequate. No further work on these items will be permitted until the Contractor revises the construction operations to the satisfaction of the Engineer and/or until the Contractor submits a revised SWPPP and receives CITY approval. The Engineer shall notify the Contractor of the acceptance or rejection of the revised SWPPP within seven (7) working days from the date of submittal. The BMP (Best Management Practices) and/or SWPPP (Storm Water Pollution Prevention Plan) shall be submitted to the CITY for review and approval a minimum of ten (10) working days prior to the commencement of construction operations in accordance with this Section 6- 1.03 of these Special Provisions. The CITY, as Permittee, is subject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. The CITY may assess the Contractor a penalty of$1,000 for each calendar day that the Contractor has not fully implemented the BMP(s) or SWPPP specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the CITY will deduct, from the fmal payment due the Contractor, the total amount of any fines levied on the CITY, plus legal and staff costs, as a result of the Contractor's lack of compliance with these provisions and/or less than complete implementation of the specified BMP(s) or SWPPP. SP-26 THE CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS he AND ITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION. shall provide to the CITY, prior to beginning construction, the name and telephone number(s) of the Contractor and/or the Contractor's NPDES representative, which can be reached and will respond to calls 24 hours/day for emergencies during construction activity. Full compensation for the implementation of BMPs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with NPDES requirements shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. Full compensation for preparation of the SWPPP, revisions to the SWPPP, and all other related costs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with NPDES requirements shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. 6-1.04 PERMITS AND LICENSE -- The Contractor shall pay for and obtain a City Business Registration prior to the execution of the contract. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. Prior to the commencement of work, the Contractor shall obtain a construction permit at no cost from the City of San Bernardino, Public Works Department, located at San Bernardino City Hall, 300 North "D" Street, 3rd Floor, San Bernardino, California. The permit shall be kept in a readily available place on the job site at all times during construction. While no fee will be charged for the permit, no permit will be issued unless the Contractor provides a code reference number from USA. The Contractor shall obtain all required permits from all other City of San Bernardino Departments/divisions and/or agencies including, but not limited to the Community Development, Building and Safety Division, the Public Works Department, Street Division, any involved water agency, county flood control, railroad, Caltrans, Fish & Game, Corp. of Engineers, Regional Water Quality Board, etc., at his/her own expense, unless otherwise stated in the Plans and Specifications. These fees and permits shall include water and sewer hook-up, meter, inspection and flagging fees. The Contractor shall refer to SECTION 24, Traffic Signals and CALTRANS PERMIT INFORMATION in the APPENDIX of these Special Provisions for additional information regarding fees and permits specific to this project. SP-27 6-1.05 EXTRA WORK AND MARKUP -- Any extra work done shall conform to the provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the restrictions of Section 20452 and 20455 of the Public Contract Code. A. Work by Contractor The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor 20% 2) Material 15% 3) Equipment Rental 15% 4) Other items and Expenditures 15% To the sum of the costs and markups provided for in this subsection, compensation for bonding shall be at the rate specified by the bonding company. B. Work by Subcontractor When all or any part of the extra work is performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work, also a markup of 10 percent on the first $5,000.00 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of$5,000.00 of the subcontracted portion of the extra work may be added by the Contractor. 6-1.06 HOLIDAYS, WORKING DAYS AND HOURS -- The Contractor's activities shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday through Thursday, excluding holidays, as defined in this section. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. No traveled lane shall be closed during rush hour, (7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer. The Contractor will coordinate inspections with the Public Works Inspector 48 hours prior to any work being done during evenings, Fridays or Saturdays. The Contractor shall coordinate with the Engineer regarding working hours prior to start of construction. Except for Fridays, in the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead and travel time. SP-28 Designated legal Holidays are: January 1st, the third Monday in January, the third Monday in February, the last Monday in May, July 4th, the first Monday in September, November 11th, Thanksgiving Day and the Friday following, December 25th and the working day preceding or following (as directed by the Mayor and Common Council) and the last working day of the year. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be designated a legal holiday. 6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payment", and 9-3.2, "Partial and Final Payment", of the Standard Specifications and these Special Provisions. No partial payment will be made for any materials which are furnished, but not incorporated in the work. The Contractor shall submit "As Built" project drawings to the Engineer prior to the release of final payment and/or bonds. 6-1.08 PROJECT APPEARANCE -- The contractor shall maintain a neat appearance to the work including use of street sweeping and graffiti removal. The Contractor shall inspect the project site each working day and be prepared to remove debris and graffiti from all surfaces, including security fencing, on the day of occurrence. In any area visible to the public, the following shall apply: When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly unless otherwise specified. The Contractor is encouraged to recycle all materials. The Contractor shall provide the CITY all documents as to the weight of materials removed during excavations in accordance with the requirements of AB939. 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. SP-29 6-1.10 SURVEYING SERVICE -- The Contractor shall refer to the PROJECT LOCATION SURVEY DOCUMENTS section in the APPENDIX of these Special Provisions for California Land Surveyors Association (CLSA) and Consulting Engineers and Land Surveyors of California(CELSOC) survey monument preservation guidelines. The Contractor shall perform and be responsible for the accuracy of surveying adequate for construction. A California registered Civil Engineer licensed to perform surveying or a California registered Land Surveyor shall perform any surveying or staking, as directed by the Engineer, at the expense of the Contractor. 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 by the Contractor at the expense of the Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore ties as necessary at the expense of the Contractor. The Contractor shall submit to the CITY a copy of all survey notes and a Certificate Record of Survey. All new and replaced survey ties shall be by transit method. All existing monumentation shall be tied and recorded prior to construction. Corner Records shall be filed, pre and post construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414). Final monumentation of alignments and new R/W lines shall be performed in accordance with the State of California Surveys Manual (latest edition). Record of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) copy of all filed maps and one photocopy of all filed Corner Records or Records of Survey shall be delivered to the CITY within 30 days of such filings. Full compensation for preparation of the survey documents, revisions to the survey documents, and all other related costs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with these Special Provisions and the CLSA shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. 6-1.11 CLAYTON ACT AND CARTWRIGHT ACT -- Section 4551 of the State Government Code specifies that in executing a public works contract with the CITY to supply goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the CITY all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase of goods, services or materials pursuant to the contract or subcontract. This assignment shall become effective when the CITY tenders final payment to the Contractor without further acknowledgement by the parties. SP-30 6-1.12 PROJECT ERRORS, OMISSIONS, INCONSISTENCIES, AND/OR DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies among two or more portions of the Contract Documents, the Engineer may direct the Contractor to follow the most stringent requirements at no additional cost. If errors, omission, inconsistencies, and/or discrepancies appear in the Contract Documents or in the work done by others affecting this work, the Contractor shall immediately notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate instructions. If the Contractor proceeds with the work so affected, without instructions from the Engineer, the Contractor shall remove the incorrect work or make the necessary corrections to comply with the Engineer's instructions at no cost to the City of San Bernardino. In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing and/or constructing the discrepancy that would have the highest dollar value. 6-1.13 EMERGENCY INFORMATION -- The names, addresses and telephone numbers of the Contractor and subcontractors, or their representatives, which can be reached and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior to beginning work. 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor shall protect and maintain all existing improvements and facilities in place to remain from the first day of work under this contract to acceptance. The Contractor is responsible for replacing any damaged improvement or facility to original condition or better. 6-1.15 COMPLETION, ACCEPTANCE & WARRANTY -- The Contractor's warranty for the material, equipment and work of this project shall comply with Section 6-8, "Completion, Acceptance and Warranty" of the Standard Specifications 6-1.16 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable Federal, State, County, and CITY laws, ordinances, regulations, codes, the requirements set forth below, and any regulations that may be detailed in other parts of the Contract Documents. Where any of these are in conflict, the more stringent requirement shall be followed. SP-31 6-1.17 SAFETY SUPERVISOR AND MEETINGS -- A. The Contractor shall appoint an employee as safety supervisor who is qualified and authorize to supervise and enforce compliance with the Safety Program. The Contractor shall notify the Engineer in writing prior to the commencement of work of the name of the person who will act as the Contractor's Safety Supervisor. B. The Contractor will, through and with his Safety Supervisor, ensure that all of its employees, and its subcontractors of any tier, fully comply with the Project Safety Policies. The Safety Supervisor shall be a full-time employee of the Contractor whose responsibility shall be for supervising compliance with applicable safety requirements on the work site and for developing and implementing safety training classes for all job personnel. C. The Contractor and its affected subcontractors shall attend safety coordination meetings. The minutes of their meetings shall be submitted to the Engineer. 6-1-18 MEETINGS -- A. The Contractor shall attend weekly progress meetings at the project site. B. In general, these meetings will be attended by the Contractor, the Engineer or his designee, and any subcontractors, suppliers, distributors or other concerned individuals with issues or items to discuss. C. Meeting minutes will be taken by the Engineer or his/her designee. The meeting minutes will be available to the Contractor at the following weekly meeting. The Contractor shall be responsible to distribute the meeting minutes to all parties performing work under his contract. D. The Engineer shall have the authority to require that a mandatory meeting be held at any time during normal work hours. E. These meetings shall be attended by the Contractor, the Engineer or his/her designee, and any subcontractors specified by the Engineer. 6-1.19 PAYMENT -- Full compensation for conforming to the requirements of Section 6 shall be considered as included in the prices paid for the various contract bid items of work involved, and no additional compensation will be allowed therefor. SP-32 SECTION 7 7-1 UTILITIES 7-1.01 GENERAL -- The location of all utility substructures that may affect the work shall comply with Section 5, "Utilities", of the "Greenbook" Standard Specifications, and these Special Provisions. The Contractor shall notify the Engineer immediately of any conflict. The Contractor shall match existing products. The Contractor is responsible for coordinating work with the utility owners. Certain companies, governmental agencies, or their contractors may be working within the construction area. Certain utility facilities at various locations within the project limits may be removed, relocated, abandoned, or installed by companies' or agencies' contractors. The Contractor shall coordinate his work with utility owners and their contractors. The Contractor shall exercise due caution to prevent any damage to/or movement of these utility facilities. Listed below are the utilities that may be affected, with the designated contact person. These names and phone numbers are listed for information purposes only. The Contractor is responsible for verifying phone numbers and contact persons. 1. SOUTHERN CALIFORNIA EDISON COMPANY 287 Tennessee Street Redlands, CA 92373 Phone: (909) 307-6788 Attn: Ben Murguia 2. SOUTHERN CALIFORNIA GAS COMPANY 1981 West Lugonia Avenue Redlands, CA 92374-9796 Phone: (909) 335-7772 Attn: Devery Jennings 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT Water Utility Engineering Section 300 North"D" Street, 5ch Floor San Bernardino, CA 92418 Phone: (909) 384-5092 Attn: Mike Nevarez SP-33 4. VERIZON Engineering Department 9 S. 4th Street Redlands, CA 92373 Phone: (909) 748-6655 Attn: Control Desk Email: cdinland @verizon.com 5. TIME WARNER CABLE (ADELPHIA;COMCAST) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 975-3385 Attn: Bruce "Red" Dewese, Construction Coordinator Cell: (909) 721-8589 Email: bruce.dewese @twcable.com 6. TIME WARNER TELECOM (fiber optic) 3281 Guasti Road, Suite#101 Ontario, CA 91761 Phone: (909) 456-3693 or 3697 Attn: Bart Van Wey 7. A.T. & T. - Plant Protection Services Phone: (909) 381-7385 Attn: John Bradley, OSP Supervisor (951) 359-2511 Attn: Randy Seabert A.T. & T. One Call Center- Cable Hazards Center( 2 days in advance ) Phone: (800) 252-1133 A.T. & T. —Maintenance at Specific Location Phone: (800) 243-6122 then Opt.#1 /Opt.#5 ( include address ) 8. A.T. & T. (SBC-PACIFIC BELL TELEPHONE) ATTN: Right-of-Way Liaison 1265 N. Van Buren Street, Room #180 Anaheim, CA 92807 Phone: (714) 666-5692 Attn: Yvette Garofano, Liaison for San Bernardino Phone: (714) 666-5401 General number in Anaheim SP-34 9. SPRINT COMMUNICATIONS Attn: Outside Plant Engineering 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 873-8022 Attn: Lynn Durrett—Cell: (951) 334-5754 10. CHARTER COMMUNICATIONS 7337 Central Avenue Riverside, CA 92504-1440 (951) 343-5139 Attn: Randy Maestas Construction Maintenance Henry Martinez Cell: (818) 535-6186 Rick Keyner Cell: (626) 636-0603 George Causeco Cell: (626) 419-7334 11. EAST VALLEY WATER DISTRICT 3654 Highland Avenue, Suite #18 Highland, CA 92346-2607 Phone: (909) 888-8986 Attn: Justin Parker 12. SAN BERNARDINO COUNTY INFORMATION SERVICES NETWORK SERVICES Attn: Randy Miller, Division Chief 670 E. Gilbert Street San Bernardino, CA 92415 Phone: (909) 388-5588 Attn: Melissa Uyeda 13. OMNITRANS 1700 W. 5th Street San Bernardino, CA 92411 Phone: (909) 379-7153 Attn: Allen Wild— Stops & Station Changes 14. CITY OF SAN BERNARDINO INFORMATION TECHNOLOGY NETWORK GROUP 300 North "D" Street, 4th Floor San Bernardino, CA 92418 Phone: (909) 384-5947 Attn: Larry Martin SP-35 15. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT STREET DIVISION 234 S, Mt. View Avenue San Bernardino, CA 92408 Phone: (909) 384-5143 Attn: John Van Havermaat 16. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT TRAFFIC SIGNALS & STREET LIGHTING 234 S. Mt. View, #110 San Bernardino, CA Phone: (909) 384-5129 Attn: Clemente Elizalde 7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the location of all underground utilities and services, including potholing, before proceeding with the excavation work, requesting in advance the services of inspectors from the utility companies in order to ascertain said locations. Damage to underground utilities resulting from neglect on the part of the Contractor shall be corrected and paid for by the Contractor. 7-1.03 COOPERATION AND COLLATERAL WORK -- The Contractor shall conform to the requirements of Section 7-7, "Cooperation and Collateral Work", of the Standard Specifications. 7-1.04 UTILITIES NOTIFICATION -- The Contractor shall notify all owners of public utilities seventy two (72) hours in advance of excavating around any of their facilities and substructures and shall also provide the same notice to Underground Service Alert of Southern California, telephone number 1/800/422-4133. 7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory location or by excavation, to interfere with the construction of this project shall be relocated, altered, or reconstructed, or the Engineer may order changes in location, line or grade of the project structure, to be built in order to avoid said utility. The Contractor shall coordinate the work with the utility owners. SP-36 Abandoned utilities, which interfere with the construction of any portion of this project, shall be cut by the Contractor, the interfering portion of the utility removed and open ends of the pipe sealed with a suitable plug or cap. 7-1.06 PAYMENT -- Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various contract bid items of work involved and no additional compensation will be allowed therefor. SP-37 SECTION 8 8-1 DESCRIPTION OF WORK 8-1.01 DESCRIPTION -- The work to be done consists, in general, of clearing and grubbing and removal of existing concrete median curb, construction of Portland cement concrete median curb and concreted rock median surface, constructing traffic signal standard foundations installing traffic signal standards, installing conduit, pull boxes and conductors, traffic loop detection system, installing controller service equipment enclosure, including connection conduit for new service, traffic signal spread spectrum interconnect, painting traffic striping and pavement markings, removal of existing roadside signs and installing roadside signs and single posts where required, and such other items or details, not mentioned above, that are required by the Plans, Standard Specifications, or these Special Provisions shall be performed, placed, constructed or installed. The work to be done shall include furnishing all materials, equipment, tools, labor, taxes and incidentals as required by the Contract Documents to construct the project. Addenda issued during the time of bidding shall become a part of the documents furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the Bid being rejected as not responsive. 8-1.02 ORDER OF WORK -- The first order of work shall be to place the order for the traffic signal equipment. Within one (1) week of the NOTICE TO PROCEED, the Contractor shall furnish the Engineer with a statement from the vendor that the order for said equipment has been received and accepted by the vendor. All other works shall be considered second order of work. 8-1.03 WORK SITE MAINTENANCE -- The Contractor shall comply with the provisions in Section 7-8, "Work Site Maintenance", of the Standard Specifications. 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 the site in a prompt manner will result in the CITY making other arrangements to have this item of work done and the costs billed to the Contractor, or it shall be paid for by the Contractor as a deduction from his contract. SP-38 To Subsection 7.8.1, "Cleanup and Dust Control," of the Standard Specifications, add the following: Dust control shall hereby be defined as the elimination and/or control of dirt, dust, mud and debris from propagating or spreading onto properties, private or public, adjacent to the Project and Contractor's work areas. Dust Control shall be strictly enforced. The Contractor shall at all times keep a water truck or other equipment at the job site in working order capable of performing dust control for the duration of the Contract period. Subject to paragraph two of Subsection 7.8.1, "Cleanup and Dust Control," of the "Greenbook" Standard Specifications, the Contractor shall be required to furnish and operate a self-loading motor sweeper with spray nozzles when and where required for proper dust control, and as directed by the Engineer. Performing the minimum dust control required by these Special Provision shall in no way relieve the Contractor from his legal responsibility for providing adequate dust control measures. Full compensation for conforming to the requirements of dust control, including all labor, equipment, tools, materials, and incidentals, furnishing and operating sweeper and those instances in addition to the minimum requirements as directed by the Engineer, shall be considered as included in the various contract bid items of work involved and no additional compensation will be allowed therefor. 8-1.03a DEVELOPING WATER SUPPLY & WATERING -- The Contractor shall develop a water supply and furnish and place all water required for the work of this project per the Plans and Special Provisions and as directed by the Engineer, including water used for Extra Work. Full compensation for developing a water supply and for furnishing and placing all water required for the work performed by the Contractor, including Extra Work and as directed by the Engineer, shall be considered as included in the various contract bid items of work involved and no additional compensation will be allowed therefor. 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 the site in a prompt manner will result in the CITY making other arrangements to have this item of work done and the costs billed to the Contractor, or it shall be paid for by the Contractor as a deduction from his contract. SP-39 8-1.04 PROJECT LOCATIONS -- See separate bound Plans. 8-1.05 GEOTECHNICAL INVESTIGATION -- None 8-1.06 APPROVED MATERIALS -- Whenever the expression "or approved equal" is used, it shall be taken to mean the approval by the City Engineer of any substitution of material or material specified herein. All substitution requests shall state the reason for the request and the difference in price between the item specified and the requested substitution. All substitution requests shall be submitted to the City Engineer in writing five (5) working days prior to the bid opening. No requests for substitutions will be considered by telephone. The Contractor shall submit to the Engineer for review and approval six (6) copies of all shop drawings. The Contractor shall make any corrections to shop drawings required by the Engineer. 8-1.07 CITY-FURNISHED MATERIALS -- CITY furnished material, when applicable as specified in other sections of these Special Provisions, shall comply with the following: A. Materials, if furnished by the CITY, will be made available as specified in these Specifications. The Contractor is responsible for loading, unloading, hauling and handling, and placing CITY-furnished materials. B. The Contractor shall inspect and assure itself of the amount and soundness of such materials. C. The Contractor will be held responsible for all materials furnished to it, and shall pay all demurrage and storage charges. CITY-furnished materials that are lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the CITY for the cost of replacing CITY-furnished material and such costs may be deducted from any monies due or to become due the Contractor. The Contractor shall receive materials from the California State Department of Transportation (CALTRANS) for this project, for a fee to be determined by CALTRANS. SP-40 8-1.08 PRE-BID INQUIRIES -- NO ORAL representations or interpretations will be made to any Bidder as to the meaning of the Specifications, Plans, any addenda, or other Contract Documents. Written requests for an interpretation, or to identify a potential omission, discrepancy, or misunderstanding will be accepted if received by 5:00 p.m. of the 5th working day prior to the day of the proposed bid opening. If there are any questions regarding this project, please contact: City Engineer's Office San Bernardino City Hall 300 North"D" Street, 3`d Floor San Bernardino, CA 92418 Re: TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY (WB EXIT RAMP - WATERMAN AVENUE ) PLANS AND SPECIAL PROVISIONS NO. 12854 ( TC 08-009 ) Attention: Mirela Grigorescu Tel: (909) 384-5202; Fax: (909) 384-5190 E-mail: grigorescu_mi @sbcity.org SP-41 SECTION 9 9-1 TRAFFIC CONTROL 9-1.01 GENERAL -- The Contractor shall comply with Section 7-10, "Public Convenience and Safety", of the "Greenbook" Standard Specifications„ latest edition, and these Special Provisions. Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the most recent "California Manual on Uniform Traffic Control Devices". The Contractor shall submit and obtain CITY approval for traffic control and traffic detour plans prior to the commencement of operations on a street. Traffic control plans shall be based on the most recent"California Manual on Uniform Traffic Control Devices". All temporary traffic striping and maintenance shall be done by the Contractor, including placement of temporary tape on all crosswalks. The Contractor shall restore all existing striping to original configuration, and as directed by the Engineer. All warning, regulatory and construction signs shall be fully reflectorized. The traffic cones to be used shall be thirty-six inches (36") in height, rubber or plastic, and be reflectorized. All work areas that remain after dusk shall be properly lighted to the satisfaction of the Engineer. The Contractor shall take all necessary measures to maintain a normal flow of traffic to prevent accidents and to protect the work throughout the construction stages until completion of the work. The Contractor shall be responsible for implementing the approved traffic control plan based on the most recent "California Manual on Uniform Traffic Control Devices". The Contractor shall make the necessary arrangements to provide and maintain barriers, cones, barricades, construction warnings, regulatory signs and any other safety control devices, including flagmen. The Contractor shall take measures necessary to protect all other portions of the work during construction and until completion, providing and maintaining all necessary barriers, barricade lights and striping, including crosswalks. In addition to the foregoing traffic control and safety measures, the Contractor shall immediately implement any measures requested by the Engineer defined as necessary to ensure the proper flow of traffic, the protection of the public and/or the safety of the workers. SP-42 The Contractor shall maintain at all times the ability to respond to calls from the Engineer, including during non-working hours to replace or provide additional traffic control or safety devices as required. All places of business and residences along the streets that are within the limits of any work shall be notified by the Contractor in writing at least seven (7) days prior to commencement of work. This notification shall explain the sequence of work and indicate any restrictions of parking and access. Verbal notification shall be given to all places of business and residences at least 18 hours in advance of commencing work that will affect access to and from their properties. The Contractor shall notify all local authorities of his intent to begin work, in writing, at least seven (7) days before work is begun. 9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. 9-1.03 PARKING RESTRICTIONS -- Unless otherwise provided herein, the Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, subject to approval of the Engineer. Personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time. The Contractor shall furnish, maintain, and install (seven days prior to the start of work) all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on them. The Contractor will be responsible for posting, removing, and maintaining these signs as required for this project. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrangements relative to keeping the working area clear of parked vehicles. The Contractor shall obtain prior approval from the Engineer for removal of vehicles. 9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet. A minimum shoulder width of 2 feet shall be provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided adjacent to any excavation, unless otherwise authorized by the Engineer. SP-43 9-1.05 PUBLIC CONVENIENCE -- During the progress of work, adequate provisions shall be made by the Contractor to accommodate the normal vehicular and pedestrian traffic along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause a minimum of inconvenience to the general public. Convenient access to abutting properties shall be maintained and remain open, unless approved by the Engineer. 9-1.06 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer shall determine when FAS is required at any location. 9-1.07 LANE CLOSURE -- The Contractor shall not close more than one (1) lane at a time. The Contractor shall submit traffic control plans and obtain written approval from the Traffic Engineer prior to lane closure. No traveled lane will be closed without authorized approval given by the Engineer. If any traveled lane or road is allowed to be closed by the Engineer, the Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven (7) days in advance of the lane or road closure. If lane closures are approved by the Engineer, the full width of the traveled way shall be open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and designated legal holidays; after 3:00 p.m. on Fridays (unless otherwise approved by the Engineer) and the day preceding designated legal holidays; and when construction operations are not actively in progress on working days. The Contractor shall furnish, install, and upon completion of the work, remove all signs and warning devices required for directing, protecting, and detour of the public during construction. Emergency vehicles shall be permitted access at all times to any street. Unless otherwise authorized by the Engineer, pedestrian access shall be permitted to pass through the work area, or an approved detour shall be provided. Safe and adequate pedestrian access to all business establishments shall be continuous and unobstructed unless otherwise approved by the Engineer. SP-44 9-1.08 PAYMENT -- Full compensation for furnishing and installing signs, lights, flares, barricades, traffic control plan and other traffic control devices, necessary to expedite passage of public traffic through the work area, shall be considered as included in the lump sum prices paid for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor. The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or alterations shall not be adopted until approved in writing by the Engineer. Such approved modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the lump sum contract bid price for"TRAFFIC CONTROL", and no additional compensation will be allowed therefor. SP-45 SECTION 10 10-1 MOBILIZATION 10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 9- 3.4, "Mobilization", of the "Greenbook" Standard Specifications. Mobilization may include, but not be limited to, the following principal items: 1. Submittal and modification, as required, of the Construction Schedule. 2. Providing a Project Office. 3. Review of the Site. 4. Obtaining all required Transportation Permits. 5. Submittal of all required insurance certificates and bonds as required by these Specifications 6. Moving onto the site, including, but not limited to: a. Equipment b. Arranging for and erection of Contractor's work and storage areas. 7. Installing construction fencing and temporary construction power and wiring. 8. Providing a minimum of one restroom facility for each twenty-five (25) workers occupying the site. Facilities may include existing functioning restrooms, or portable chemical facilities, or any combination thereof, and shall count as one for each urinal or one for each water closet(as required). 9. Installing all temporary utilities (as required). 10. Establishing required fire protection provisions. 11. Posting all OSHA required notices and establishment of safety programs. 12. Posting of all Department of Labor notices. 13. Having the Contractor's superintendent at the job site full-time and responding 24 hours per day. 14. Air and water quality protective measures, as necessary, and without limitation. 15. Potholing and other research and review as necessary to verify site conditions and utility locations. 16. Demobilization of the Site. 17. Any other item as specified. The cost of bonds, insurance, move in and move out costs, preparation and submission of submittals, obtaining encroachment permits, and miscellaneous incidental costs, shall be included in the Bid Item provided for mobilization and demobilization and incidental project costs as a lump sum item, for which 75 percent (75%) will be eligible for inclusion in the first progress payment, with the remaining 25 percent (25%) not eligible for inclusion until 100 percent (100%) of the work has been completed and if progress of the work is satisfactory. SP-46 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. 10-1.02 PAYMENT — The contract bid lump sum price paid for "MOBILIZATION" shall be deemed to include the cost of work in advance of construction operation and not directly attributable to any specific bid item, and no additional compensation will be allowed therefor. SP-47 SECTION 11 11-1 CLEARING AND GRUBBING UNCLASSIFIED EXCAVATION AND UNCLASSIFIED FILL 11-1.01 GENERAL -- Clearing and grubbing, unclassified excavation and unclassified fill shall comply with Section 300-1, "Clearing and Grubbing", Section 300-2, "Unclassified Excavation", and Section 300-4, "Unclassified Fill", of the "Greenbook" Standard Specifications and these Special Provisions. Clearing and grubbing shall include, but not be limited to the following items as shown on the Plans or as specified in the Special Provisions. PART "A" The following items shall be classified as clearing and grubbing: 1. Remove all existing conflicting traffic stripes, crosswalks and pavement markings by grinding and sand blasting as designated and directed by the Engineer. NOTE: Where blast cleaning is used for the removal of painted traffic stripes and pavement markings, or for removal of objectionable material and such removal operation is being performed within 10 feet of a lane occupied by public traffic, the residue, including dust , shall be removed immediately after contract between the sand and the surface being treated. Such removal shall be by a vacuum attachment operating concurrently with the blast cleaning operation. PART `B" The following items are classified as separate bid items of work: 1. Remove existing concrete median curb, including saw cutting, per the Plans, and as directed by the Engineer. 4. Remove and salvage existing roadside signs on existing posts, per the Plans, as directed by the Engineer. SP-48 Nothing in these Special Provisions shall relieve the Contractor from his responsibilities as provided in Section 7-10, "Public Convenience And Safety", of the "Greenbook" Standard Specifications. All removed concrete and other materials, not specifically requested to be salvaged, shall become the property of the Contractor and shall be legally disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the "Greenbook" Standard Specifications. The Contractor shall deliver salvaged material to the CITY YARD, at 234 South Mountain View Avenue, San Bernardino, CA 92404. The Contractor shall contact the Engineer at (909) 384- 5166, 48 hours prior to hauling. The Contractor shall provide equipment, as required, to safely load and unload the salvaged materials. The Contractor shall grade and compact as required following removal of items of this Section, providing all unclassified excavating and unclassified fill necessary for removal of existing improvements, as indicated on the Plans, as described in these Special Provisions, and as directed by the Engineer. Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. Backfill under the traveled way shall be compacted to a relative compaction of a minimum of 90%. When asphalt pavement is to be placed directly on subgrade material, subgrade material shall be compacted to a relative compaction of 95%. 11-1.02 PAYMENT -- The contract bid lump sum price paid for "CLEARING AND GRUBBING" and "REMOVE Existing CONCRETE MEDIAN CURB" shall be considered as full compensation for providing all the material, tools and equipment, and for doing all the work involved in clearing and grubbing and the removal of existing concrete median curb, including miscellaneous unclassified excavation and unclassified fill, removing traffic striping and marking and relocating and/or removing temporary construction fencing, per the Plans, the "Greenbook" Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract bid unit price paid per each for "REMOVE & SALVAGE Existing ROADSIDE SIGN" shall be considered as full compensation for providing all the material, tools and equipment, and for doing all the work involved in the removal and salvage of existing roadside signs, per the Plans, the "Greenbook" Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-49 Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. SP-50 SECTION 12 THROUGH SECTION 15 BLANK SP-51 SECTION 16 16-1 PORTLAND CEMENT CONCRETE 16-1.01 GENERAL -- Portland cement concrete construction shall comply with Section 201-1, "Portland Cement Concrete", and Section 303-5, "Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps and Driveways", of the "Greenbook" Standard Specifications, as shown on the Plans, Standard Drawings and these Special Provisions. Portland cement concrete shall be Class 560-C-3250, with a maximum slump of five (5) inches. 16-1.02 PCC CURB -- Portland cement concrete curb shall be constructed in accordance with CALTRANS Standard Plan A87A, Type "B3-6", per the Plans, and as directed by the Engineer. The above-referenced CALTRANS Standard Plan is included in the APPENDIX and made a part of these Special Provisions. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. The Contractor shall be responsible for modifying any portion of sprinkler irrigation system found to be in conflict with the construction work of this project.. The Contractor shall be responsible for replacement of any portion of sprinkler irrigation facilities damaged prior to and/or during construction. The Contractor shall protect all existing structures and facilities which are adjacent to the limits of the work to be done under this contract, in accordance with Section 7-9, "Protection and Restoration of Existing Improvements", of the "Greenbook" Standard Specifications and these Special Provisions. SP-52 16-1.08 BONDING -- Joints between new and existing concrete shall be given surface preparation as follows: 1. Joints made with the mass of existing concrete by cutting, chipping, or grinding shall be cleaned free of all loose deleterious material by thorough brooming and compressed air jetting. 2. Original surfaces or existing concrete shall be cleaned free of bitumens, grease, paint, and other deleterious materials and clean aggregate of at least 3/8-inch size shall be exposed by rock hammer abrasive blast cleaning or machine scarifying. 16-1.09 PAYMENT -- The contract bid unit price paid per linear foot for "PCC CURB" shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete curb to form the median, including any unclassified excavation and/or unclassified fill, complete in place to meet existing, per the Plans, the CALTRANS Standard Plan, the "Greenbook" Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-53 SECTION 17 THROUGH SECTION 19 BLANK SP-54 SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS 20-1.01 GENERAL - The application of traffic striping, pavement markings and raised pavement markers shall conform to the highest requirements of Section 210-1.6, "Paint for Traffic Striping, Pavement Marking, and Curb Marking", Section 214, "Pavement Markers", Section 310-5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings" and Section 312, "Pavement Marker Placement and Removal", of the "Greenbook" Standard Specifications, Section 84-1, "General" and Section 84-2, "Thermoplastic Traffic Stripes and Pavement Markings" of the CALTRANS Standard Specification (2010 Edition), and these Special Provisions. Paint for traffic striping and pavement markings shall conform to the requirements of Section 210-1.6.2, "Thermoplastic Paint, State Specifications", of the "Greenbook" Standard Specifications. The paint shall contain pre-mixed glass beads with additional glass beads to be mechanically applied when the paint is applied, in accordance with Section 210-1.6.5, "Reflective Material", of the "Greenbook" Standard Specifications. Pavement markings and traffic stripes are to conform to pavement delineation plates. Thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.080- inch. Thermoplastic traffic stripes and pavement markings shall be placed a minimum of 6 working days after paving is completed. Raised pavement markers (RPMs), if required, shall be Stimsonite-Low Profile No. 953A (yellow) and No. 953B (clear white) or approved equal. The CALTRANS Standard Plans referenced on the Plans are included in the APPENDIX and made a part of these Special Provisions. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. 20-1.02 PAYMENT - The contract bid lump sum price paid for "THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING & RAISED PAVEMENT MARKERS" shall include full compensation for furnishing all equipment and materials, and for doing all work involved in the application of thermoplastic pavement traffic striping and pavement marking, and the installation of raised pavement markers (RPM), per the Plans, the CALTRANS Standard Plans and the California Manual on Uniform Traffic Control Devices (CA MUTCD) Figures, the "Greenbook" Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-55 SECTION 21 21-1 STREET LIGHTING 21-1.01 GENERAL -- All work on the street lighting system shall be constructed in accordance with Section 209, "Street Lighting and Traffic Signal Systems", and Section 307, "Street Lighting and Traffic Signals", of the "Greenbook" Standard Specifications, the City of San Bernardino Street Lighting Policies and Procedures, and the Caltrans Standard Plans, all the latest editions in effect at the time of the first advertisement of the "Notice Inviting Sealed Bids" for the work to be performed, and these Special Provisions. The work to be done consists, in general, of removing the existing highway street lighting luminaire and installing a LED luminaire (200 W equivalent) on the street light standard of the existing highway street lighting system, and such other items or details not mentioned above that are required by the Plans 21-1.02 MATERIALS -- All materials shall be as listed below or approved equal by the Engineer. 1. Lighting Standards -- BLANK 2. Luminaires -- Luminaires shall be high pressure sodium type, G.E. M-250 A2 Power/door Luminaire cutoff optics with integral ballast, and P.E. receptacle, wattage as directed, wired for 240 volt operation, and as directed by the Engineer, or approved equal. See the LED Information and Specifications in the APPENDIX of these Special Provisions for more details. 3. Pull Boxes -- BLANK Should the Contractor need to contact the service utility to complete service connection. Such request shall be submitted not less than 45 days before service connections are required. All fees charged by the Southern California Edison Company will be paid by the CALTRANS. 4. Conduit -- BLANK SP-56 5. Conductors -- Conductors shall be UL listed and rated for 600 volt operation. The insulation for No. 14 and larger conductors shall be one of the following: a. Type TW polyvinyl chloride conforming to the requirements of ASTM Designation: D2219 a. Type THW or THWN polyvinyl chloride. b. Type USE, Type RHH or Type RHW cross-linked polyethylene. At any point, the minimum thickness of any of the above insulations shall be 40 mils for conductor sizes No. 14 to No. 10, inclusive, and 54 mils for No. 8 to No. 2, inclusive. 6. Pole Foundations -- BLANK 21-1.03 OPERATING TEST -- An operating test consisting of five (5) days of trouble-free operation shall be satisfactorily completed prior to acceptance by the Engineer. 21-1.04 PAYMENT -- The contract bid unit price paid per each for "LED LUMINAIRE" shall be considered as full compensation for providing all material, tools and equipment and for doing all the work involved in the removal of the existing luminaire and the installation of Light Emitting Diode (LED) luminaire on the existing highway street lighting standard, including connection of the street lighting system and all appurtenant facilities, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. Repair, replacement and upgrade of the street lighting system shall conform to the CITY Standard Drawings designated SL series; and removal of existing electrical equipment shall conform to Section 307-7, "Salvage" of the Standard Specifications and these Special Provisions. None of the existing electrical equipment to be removed shall be reused or salvaged except the luminaire upon request of the Engineer. The Contractor shall deliver salvaged material to the CITY YARD, at 234 South Mountain View Avenue, San Bernardino, CA 92404. The Contractor shall contact the Engineer at (909) 384- 5166, 48 hours prior to hauling. The Contractor shall provide equipment, as required, to safely load and unload the salvaged materials. SP-57 All removed concrete and other materials, not specifically requested to be salvaged,shall become the property of the Contractor and shall be legally disposed of outside of the right-of- way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the "Greenbook" Standard Specifications. Nothing in these Special Provisions shall relieve the Contractor from his responsibilities as provided in Section 7-10, "Public Convenience And Safety", of the "Greenbook" Standard Specifications. SP-58 SECTION 22 BLANK SP-59 SECTION 23 23-1 ROADSIDE SIGNS AND POSTS 23-1.01 GENERAL -- Relocation and new installation of roadside signs and posts, installed at the locations shown on the Plans or where directed by the Engineer, shall conform to the California Manual on Uniform Traffic Control Devices (MUTCD), and these Special Provisions. Roadside signs on single post, within the CITY right of way, shall be installed in accordance with the CITY's Standard Drawing No. 504, and as directed by the Engineer. Roadside signs on single post, within CALTRANS right of way, shall be installed in accordance with CALTRANS Standards, and as directed by the Engineer. The Standards referenced on the Plans and in the BID DOCUMENTS, and the related figures from the California Manual on Uniform Traffic Control Devices (CA MUTCD) are included in the APPENDIX and made a part of these Special Provisions. All work shall conform to the these standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. The Contractor shall obtain approval from the Engineer regarding type of material and required installation prior to placement of any sign posts. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 23-1.02 PAYMENT - The contract unit bid price paid per each for "ROADSIDE SIGNS on Single Post", "ROADSIDE SIGN on Single Post", and "ROADSIDE SIGN on Existing Post" shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in installing new roadside signs on single posts, and existing posts, all complete in place, per the Plans, the Standard Specifications, the California MUTCD and these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. Payment for "REMOVE & SALVAGE Existing Roadside Sign" is a separate bid item of work per SECTION 11 of these Special Provisions. SP-60 SECTION 24 24-1 TRAFFIC SIGNALS 24-1.01 TRAFFIC SIGNALS -- Traffic signals and highway lighting shall conform to the provisions in Section 86, "SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS", of the Specifications entitled, "State of California, Department of Transportation (Caltrans), Standard Specifications", dated MAY 2010, and the Caltrans Standard Plans, dated MAY 2009, and the Standard Specifications for Public Works Construction (SPPWC) "Green Book", 2009 edition, and these Special Provisions. Traffic signal work is to be performed at the following location: 30TH STREET AND 210 FREEWAY AT WB EXIT RAMP - WATERMAN AVENUE 24-1.02 EQUIPMENT LIST AND DRAWINGS -- The Contractor shall provide one (1) copy of the Traffic Signal Plan for each controller cabinet. Record Drawings shall be submitted for evaluation and approval by the CITY's Representative a minimum of 10 working days prior to the preparation of the copies of the Traffic Signal Plans. The size of the plan shall be 1.2" smaller than controller door, on all sides. The plan shall be a reduced copy of the Traffic Signal Plan of record for the project. In the event the data is not legible when the Plan is reduced, data numbers and symbols shall be enlarged. The Plan shall be a black line print. When completed and approved, the Plan shall be hermetically sealed between two pieces of plastic, each a minimum of 20 mils thick. The Plan shall be mounted using Velcro tape so that, when the cabinet door is fully open, the drawing is oriented with the intersection. The Contractor shall furnish a maintenance manual for all controller units, auxiliary equipment, and vehicle detector sensor units, control units and amplifiers. The maintenance manual shall be submitted at the time the controllers are delivered for testing or, if ordered by the Engineer, previous to purchase. The maintenance manual shall include, but need not be limited to, the following items: (a) Specifications (b) Design characteristics (c) General operation theory (d) Function of all controls (e) Trouble shooting procedure (diagnostic routine) (f) Block circuit diagram SP-61 (g) Geographical layout of components (h) Schematic diagram (i) List of replaceable component parts with stock numbers 24-1.03 FOUNDATIONS -- Foundations shall conform to the provisions in Section 86-2.03, "FOUNDATIONS", of the Caltrans Standard Specifications, and these Special Provisions. Portland Cement Concrete shall conform to Section 90-10, "MINOR CONCRETE" of the Caltrans Standard Specifications, and shall contain not less than 470 pounds of cement per cubic yard, except concrete for reinforced pile foundations shall contain not less than 590 pounds of cement per cubic yard. 24-1.04 STANDARDS, STEEL PEDESTALS AND POSTS -- Standards, steel pedestals, and posts shall conform to the provisions in Section 86-2.04, "STANDARDS, POLES, STEEL PEDESTALS AND POSTS", of the Caltrans Standard Specifications, and these Special Provisions. Where the Plans refer to the side tenon detail at the end of the signal mast arm, the applicable tip tenon may be substituted. 24-1.05 CONDUIT -- Conduit shall conform to the provisions in Section 86-2.05, "CONDUIT", of the Caltrans Standard Specifications and these Special Provisions. All conduit on this project shall be rigid metal type. Conduit from pedestal to point of electrical service shall be 3" conduit with pull rope per current Southern California Edison Company electrical service standards. Insulated bonding bushings will be required on metal conduit. After conductors have been installed, the ends of conduits terminating in pull boxes and controller cabinets shall be sealed with an approved type of sealing compound. Rigid metal conduit to be used as a drilling or jacking rod shall be fitted with suitable drill bits for size hole required. When a standard coupling cannot be used for coupling metal type conduit, a UL listed threaded union coupling, as specified in the third paragraph in Section 86-2.05C, "Installation", of the Caltrans Standard Specifications, or a concrete-tight split coupling or concrete-tight set screw coupling shall be used. SP-62 24-1.06 PULL BOXES -- Pull boxes shall conform to the provisions in Section 86- 2.06, "PULL BOXES", of the Caltrans Standard Specifications and these Special Provisions. Pull boxes shall be #5 (except as shown on the Plans) and installed flush with top of curb or concrete sidewalk. Plastic pull boxes will not be allowed. Mark all covers "CALTRANS" and"TRAFFIC". 24-1.07 CONDUCTORS AND WIRING -- Conductors and wiring shall conform to the provisions in Section 86-2.08, "CONDUCTORS AND CABLES", and Section 86-2.09, "WIRING" of the Caltrans Standard Specifications and these Special Provisions. Nylon jacketed conductors shall not be used. Splices shall be insulated by "Method B" as provided in Section 86-2.09E, "Splice Insulation". See Caltrans Standard Plans ES-13A, "Electrical Systems (Splicing Details) in the APPENDIX of these Special Provisions. 24-1.08 SOLID-STATE TRAFFIC ACTUATED CONTROLLER-- Solid-state traffic actuated controller units, cabinets, and auxiliary equipment shall conform to the provisions in Section 86-3, "CONTROLLER ASSEMBLIES", of the Caltrans Standard Specifications and these Special Provisions. Solid-state traffic actuated controller shall be furnished and installed at the following intersection: 30TH STREET AND 210 FREEWAY AT WB EXIT RAMP - WATERMAN AVENUE A fully wired Type 2070 Controller Assembly consisting of a Model 2070L controller unit with a 6A modem, BI-Trans 200SA program software and auxiliary equipment module, completely wired Model 332 controller cabinet, Model 22C or 22D inductive loop detector sensor units, Model 242 isolators, Model 210 conflict monitor, Model 200 switch packs, Model 204 flasher units, and such other equipment required to provide for a complete control system shall be furnished STATE FURNISHED as noted on the Plans for installation by the Contractor. The Contractor shall pay the required costs of all STATE FURNISHED equipment at the time of applying for the double permit. The Contractor shall coordinate with CALTRANS for the delivery of the state furnished equipment to the project site. SP-63 The Contractor shall furnish and install the complete spread spectrum communication hardware, two CDMA wireless modems (including connections), and a GPS unit. The Contractor shall construct the controller cabinet foundation (including furnishing and installing anchor bolts), shall install the controller cabinet on said foundation, and shall make all field wiring connections to the terminal blocks in the controller cabinet, complete in place. In addition to the provisions in Sub-Section 86-3.01B, "Department-Furnished Controller Assemblies", of the Caltrans Standard Specifications, the complete control system, including the Model 332 cabinet, shall conform to California Department of Transportation "Transportation Electrical Equipment Specifications" (TEES) and the "Traffic Signal Control Equipment Specifications" (TSCES), latest editions, and subsequent addendums. The above-referenced documents are available from the CALTRANS website at www.dotca.gov. Two (2) complete manuals and four (4) complete cabinet wiring diagrams shall be supplied in accordance with the above-referenced Caltrans Standard Specifications, latest edition. The convenience receptacle shall have ground-fault circuit interruption as defined by the Code. Circuit interruption shall occur on less than 4 milliamperes of ground-fault current. The Contractor shall arrange to have a CALTRANS representative and a signal technician qualified to work on the controller and employed by the controller manufacturer, or his representative, present at the time the equipment is turned on. 24-1.08a SERVICE - New service pedestal with dual service meters for traffic signal system and highway street lighting shall be installed per the Plans and in accordance with Southern California Edison requirements. The SCE information is provided in the APPENDIX of these Special Provisions. The Contractor shall arrange with the service utility to complete service connection. Such request shall be submitted not less than 45 days before service connections are required. All service connection fees charged by the Southern California Edison Company shall be paid by the Contractor. 24-1.09 TRAFFIC UNINTERRUPTED POWER SUPPLY ( UPS ) - A battery backup system, cabinet, and auxiliary equipment shalll conform to the provisions in Section 86-3.02, "BATTERY BACKUP SYSTEM", of the Caltrans Standard Specifications and these Special Provisions. SP-64 24-1.10 TESTING - Testing shall conform to the provisions in in accordance with Section 86-2.14, "Testing", of the Caltrans Standard Specifications, these Special Provisions, and as directed by the Engineer. A functional test shall be made in which it is demonstrated that each and every part of the system functions as specified. This shall include camera vehicle counting, counting equipment, interconnect wireless and hardwire. 24-1.10(a) TRAFFIC SIGNAL TURN-ON -- Traffic signal turn-on shall conform to the provisions in Section 86-1.07, "SCHEDULING OF WORK", of the Caltrans Standard Specifications, and these Special Provisions. The traffic signal turn-on schedule shall be approved in writing by CALTRANS or the City Engineer a minimum of four (4) working days prior to turn-on. All traffic signal equipment shall be provided and in place including, but not limited to, signal cabinet equipment, traffic signal equipment, signal interconnect, phone drops, modems, counting equipment, striping and signing. The Engineer, as well as representatives of the Public Works Department, CALTRANS, the Street Maintenance Section and Traffic Signal Section, shall be present at the traffic signal turn-on. 24-1.11 TRAFFIC DETECTION -- Traffic detection shall be by inductive loop detector and shall conform to the provisions in Section 24A, "IND UCTIVE LOOP DETECTOR of these Special Provisions. 24-1.12 VEHICLE SIGNAL FACES -- Vehicle signal FITTINGSaII of conform to the the Caltrans provisions in Section 86-4, "TRAFFIC SIGNAL FACES AND Specifications and these Special Provisions. Mast arm and arrow signal heads shall have 12" glass lenses. Pole mounted signal heads shall have 12" glass lenses. All lamps for traffic signal units shall be LED and furnished by the Contractor. All LED lamps must be hardwired( Type 1). Signal section housing shall be metal type and backplates shall be metal louvered type. SP-65 24-1.13 LIGHT EMITTING DIODE (LED) SIGNAL MODULES -- LED signal modules shall conform to Section 86-4.01D, "Light Emitting Diode Signal Modules" of the Caltrans Standard Specifications, and these Special Provisions. The modules shall be manufactured in accordance with a manufacturer quality assurance (QA) program. The QA program shall include two types of quality assurance: (1) design quality assurance and (2) production quality assurance. The production quality assurance shall include statistically controlled routine tests to ensure minimum performance levels of the modules built to meet this specification, and a documented process of how problems are to be resolved. QA process and test results documentation shall be kept on file for a minimum period of seven years. Production quality control testing shall comply with Section 86-2.14, "TESTING", of the Caltrans Standard Specifications, these Special Provisions, and as directed by the Engineer. Production quality assurance tests shall be performed on each new module prior to shipment. Failure to meet requirements of any of these tests shall be cause for rejection. Test results shall be retained by the manufacturer for seven years. Burn-in period shall consist of each signal module being energized at rated voltage for a 30- minute stabilization period before the measurement is made. Each module shall be tested for rated initial intensity after burn-in. The Contractor shall refer to "Light Emitting Diode Luminaires, Information and Specifications" in the APPENDIX of these Special Provisions for additional information on LED. Arrow modules shall be tested as per California Test 3001 and as described herein. All optical testing shall be performed with the module mounted in a standard traffic signal section or in a standard Type "A" Pedestrian Housing, but without a visor or hood attached to the section or housing. The number of units tested (sample size) shall be determined by the quantity of each model in the shipment. The sample size shall conform to ANSUASQC Z1.4. The Caltrans METS shall determine the sampling parameters to be used for the random sample testing. All parameters of the specification may be tested on the shipment sample. 24-1.14 PEDESTRIAN SIGNALS -- BLANK SP-66 24-1.15 LIGHT EMITTING DIODE PEDESTRIAN SIGNAL FACE "UPRAISED HAND" MODULE -- BLANK 24-1.16 PEDESTRIAN PUSH BUTTON -- BLANK 24-1.17 ADA PEDESTRIAN PUSH BUTTON -- BLANK 24-1.18 LUMINAIRES -- Luminaires shall conform to the provisions in Section 86- 6.01, "HIGH-PRESSURE SODIUM LUMINAIRES", of the Caltrans Standard Specifications, and these Special Provisions. All luminaire to be mounted on horizontal mast arms, when tested in accordance with California Test 611, shall be capable of withstanding cyclic loading in: (1) a vertical plane at a minimum peak acceleration level of 3.0 g's peak-to-peak a inusoidal loading (same as 1.5 g's peak) with the internal ballast minimum of 2 million cycles without failure of any luminaire parts. (2) a horizontal plane perpendicular to the direction of the mast arm at a minimum peak acceleration level of 1.5 g's peak-to-peak sinusoidal loading(same as 0.75 g peak) with the internal ballast installed, for a without failure of any luminaire parts. 24-1.19 MAST ARM-MOUNTED REFLECTORIZED STREET NAME SIGN -- Mast arm-mounted reflectorized street name signs shall be Type SG. Sign panel surfaces, including lettering and borders, shall be 3M Brand Visual Impact performance (VIP 3990) reflective sheeting or approved alternate. Reflective sheeting shall be applied in such a manner as to maintain light transmission levels specified in the Caltrans Specifications. Sign legends shall be white on green as shown on the Plan. Minimum copy size for the legends shall be 8" U.C. and 6" series D. Minimum sign panel width shall conform to the Standards established by Caltrans. "Periods" shall not be used on abbreviations. Full-size layouts for each legend shall be submitted to the Engineer for approval prior to fabrication. SP-67 SECTION 22 BLANK SECTION 23 - ROADSIDE SIGNS AND POSTS SP- SECTION 24 - TRAFFIC SIGNALS SP-660 0 SECTION 24A - INDUCTIVE LOOP DETECTOR SP-61 9 SP-7 SECTION 24D - SPREAD SPECTRUM INTERCONNECT SECTION 25 THROUGH SECTION 40 BLANK SP-72 SP-76 SECTION 41 - GROUTED RIVER ROCK PAVING SECTION 42 THROUGH SECTION 49 SP-77 SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS SP-78 EXCEPT STREET PAVEMENT SP-79 SECTION 51 - CONSTRUCTION INFORMATION SIGN SP-81 APPENDIX STA I'E OF CALIFORNIA,DEPARTMENT OF TRANSPORTATION(CALTRANS) PERMIT INFORMATION STATE OF CALIFORNIA,DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION 7- CONSTRUCTION INFORMATION SIGN SOUTHERN CALIFORNIA EDISON COMPANY NEW METER SERVICE CONSTRUCTION DRAWING LIGHT EMITTING DIODE LUMINAIRES-INFORMATION AND SPECIFICATIONS MANUFACTURER INFORMATION&INSTRUCTIONS PUBLIC WORKS STANDARD DRAWINGS CALIFORNIA DEPARTMENT OF TRANSPORTATION(CALTRANS) STANDARDS CALIFORNIA MANUAL, ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT Sign panels shall be .063 gauge 5052H38 aluminum with chromate conversion coating as per Caltrans Specifications. Sign frames shall be constructed of 6061T6 aluminum channel: 1-1/4" X 1-1/4" X 1/8" The frame shall be welded on all four corners. Sign faces shall be aluminum rivets. A face will appear on both sides of frame. The Contractor shall provide and install all the necessary hardware and mounting brackets to install the mast arm-mounted reflectorized street name signs. The Contractor shall provide Safeway Sign bracket EZ-L telescoping mast arm sign bracket with swing assembly, or approved equal,by the City Traffic Engineer. All modifications to standard equipment must be documented. The Contractor is responsible for generating the desired documentation in the event that it is not available from the manufacturer. -- The interconnection of 24-1.20 TRAFFIC SIGNAL INTERCONNECT SYSTEM to the traffic signal system shall be by spread spectrum radio interconnect system y stem and shall conform the provisions in Section 24D, "SPREAD SPECTRUM INTERCONNECT SYSTEM" of these Special Provisions. 24-1.21 EMERGENCY VEHICLE PREEMPTION -- BLANK 24-1.22 PAYMENT -- The contract bid lump sum price paid for "TRAFFIC SIGNAL SYSTEM" shall be considered as full compensation for furnishing all materials, including materials indicated as STATE furnished for a fee, tools and equipment and for executing all the work involved in the installation of the traffic signal and lighting system, complete in place, per the Plans, the "Greenbook" Standard Specifications, the Caltrans Standard Specifications and Standard Plans, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-68 SECTION 24A 24A-1 INDUCTIVE LOOP DETECTOR 24A-1.01 GENERAL - Inductive loop detectors shall conform to the provisions in Section 209, "Street Lighting and Traffic Signal Materials", and Section 307, "Street Lighting and Traffic Signal Systems", of the Standard Specifications for Public Works Construction (SPPWC) "Greenbook" and the California Department of Transportation (Caltrans) Standard Specifications and Standard Plans, latest editions in effect on the first day of the advertised "Notice Inviting Sealed Bids" for this project, and these Special Provisions. The traffic signal work includes installation of new inductive loop detectors and detector lead-in-cables as shown on the Plans and/or as directed by the Engineer, and shall conform to the most stringent provisions of Section 209-5.8, "Detectors", and Section 307-17.7, "Vehicle Detectors", of the "Greenbook" Standard Specifications, Section 86-5, "Vehicle Detectors", of the Caltrans Standard Specifications, and these Special Provisions. 24A-1.02 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEM - BLANK 24A-1.03 PULL BOXES - Pull boxes shall be #5 (except as shown on the Plans) and installed flush with top of curb or concrete sidewalk, and shall conform to Section 86-2.06, "Pull Boxes", of the Caltrans Standard Specifications, and these Special Provisions. Plastic pull boxes will not be allowed. Mark all covers "CALTRANS" and "TRAFFIC". 24A-1.04 CONDUCTORS - Conductors and wiring shall conform to the provisions in Section 209-5.8.2.3, "Conductors", of the "Greenbook" Standard Specifications, Section 86-2.08, "Conductors and Cables", Section 86-2.09, "Wiring", of the Caltrans Standard Specifications, and these Special Provisions. Loop wire shall be Type 2. Loop detector lead-in shall be Type C. Nylon jacketed conductors shall not be used. SP-69 Splices shall be insulated by "Method B" as provided in Section 86-2.09E, "Splice Insulation". See Caltrans Standard Plans ES-13A, "Electrical Systems (Splicing Details) in the APPENDIX of these Special Provisions. 24A-1.05 INDUCTIVE LOOP DETECTOR - Inductive loop detectors shall conform to the provisions in Section 86-5.01A, "Inductive Loop Detectors", of the Caltrans Standard Specifications, and these Special Provisions. The Contractor shall install a 6 foot diameter circular loop, Type E or Type D, at the locations as shown on the Plans and as directed by the Engineer. The sides of the slot shall be vertical and the minimum radius i S the a slot aximum of 5/8 leaving the circular part of the loop shall be 1-5/8 inch. Slot width inch. Loop wire for circular loops shall be Type 2. Slots of circular loops shall be filled with elastomeric sealant or hot-melt rubberized asphalt sealant. 24A-1.06 SEALANT - Elastomeric sealant or hot-melt rubberized asphalt sealant shall conform to the provisions in Section 86-5.01A(3)(a), "Elastomeric Sealants" of the Caltrans Standard Specifications, and these Special Provisions. Residue resulting from slot cutting operations shall not be permitted to flow across shoulders or lanes occupied by public traffic and shall be removed from the pavement surface. Slots shall be filled with elastomeric sealant or asphaltic emulsion sealant. Slots in asphalt concrete pavement shall be filled with asphaltic concrete sealant as follows: After conductors are installed in the slots cut in the pavement, paint binder shall be applied to all surfaces of slots in accordance with the provisions in Section 302-5.4, "Tack Coat", of the "Greenbook" Standard Specifications, and as directed by the Engineer. Temperature of sealant material during installation shall be above 70°F. Sealant placed in the slots shall be compacted by use of an 8-inch diameter by 1/8-inch thick steel hand roller or other tool approved by the Engineer. Compacted conductor coverage shall be one inch. Excess sealant remaining after rolling shall not be reused. On completion of rolling,traffic will be permitted to travel over the sealant. SP-70 24A-1.07 TESTING - The Contractor shall test inductive detector loops in accordance with Section 86-2.14, "Testing", of the Caltrans Standard Specifications, and as directed by the Engineer. An operating test consisting of five (5) days of trouble-free operation shall be satisfactorily completed prior to acceptance by the Engineer. The Contractor shall test the detectors with a motor-drive cycle, as defined in the California Vehicle Code, that is licensed for street use by the Department of Motor Vehicles, of the State of California. The unladen weight of the vehicle shall not exceed 220 pounds and the engine displacement shall not exceed 100 cubic centimeters. Special features, components or vehicles designed to activate the detector will not be permitted. The Contractor shall provide an operator who shall drive the motor-driven cycle through the response or detection area of the detector at not less than 3 miles per hour nor more than 7 miles per hour. The detector shall provide an indication in response to this test. 24A-1.08 REMOVING ELECTRICAL EQUIPMENT - Removal of any existing electrical equipment shall conform to the provisions in Section 86-7.01, "Removing Electrical Equipment", of the Caltrans Standard Specifications and these Special Provisions. Any existing electrical equipment removed shall not be reused, especially conductors, detectors and fuse boxes and they shall become the property of the Contractor. ' 24A-1.09 PAYMENT - Full compensation for furnishing all the materials, tools and equipment and for doing all the work involved in the installation of the inductive loop detector system, including all the appurtenant facilities, saw cutting, splicing, testing, complete in place, per the Plans, the "Greenbook" Standard Specifications, the Caltrans Standard Specifications and Plans, these Special Provisions and as directed by the Engineer, shall be considered as included in the contract bid lump sum price paid for "TRAFFIC SIGNAL SYSTEM", and no additional compensation shall be allowed therefor. SP-71 SECTION 24D 24D-1 SPREAD SPECTRUM INTERCONNECT SYSTEM 24D-1.01 GENERAL - Traffic Signal Spread spectrum interconnect system shall conform to the provisions in Section 209, "Street Lighting and Traffic Signal Materials" and Section 307, "Street Lighting and Traffic Signal Systems" of the Standard Specifications for Public Works Construction (SPPWC) "Greenbook", and the California Department of Transportation (Caltrans) Standard Specifications and Standard Plans, latest editions in effect on the first day of the advertised"Notice Inviting Sealed Bids" for this project, and these Special Provisions. 24D-1.02 TRAFFIC SIGNAL INTERCONNECT SYSTEM -- The interconnection of the traffic signal system shall be by spread spectrum radio interconnect system and shall consist of antennas, cables, interface units, modems, radios and all other appurtenances to provide a fully functional communication system to operate with Model 170E or 170 masters and local Model 170E or 170 controller units. 24D-1.03 INSTALLATION -- The Contractor shall install master and slave radios in the controller cabinet at the locations shown on the Plans. The antenna for the radios shall be installed by the Contractor on a signal pole as shown on the Plans and as determined in cooperation with the Engineer and the manufacturer. All cabling and connections from the radios to the antennas shall be installed by the Contractor in coordination with the Engineer. 24D-1.04 RADIO -- Spread Spectrum Radio shall be P-Corn Corporation Airlink Model 19MP-E or approved equals. Each radio shall meet FCC Part 15.247 requirements for unlicensed use and shall operate with a communication protocol that is fully compatible with the traffic signal controller system's equipment communications protocol. The radio shall be able to operate as either a master or as a slave, and the use direct sequence to spread the radio frequency (RF) carrier. The radio shall be encased in a hardened unit and meet the National Electrical Manufacturer's Association(NEMA) TS-1 environmental standards for traffic signal equipment. SP-72 Other features to be provided are as follows: FCC Part 15 Certified Post June 23, 1004 compliant Modulation Type Spread Spectrum Spreading Type Direct Sequence Range 5 Miles minimum Frequency Range 902-928 Mhz Channels (non-overlapping) 16 Channel Selection User programmable by dip switch Data Rate 1.2 kbps to 19.2 kbps Mode Point to point, point to multipoint Output Power 1 milliwatt to 800 mw, user selectable Data Interface RS-232 Slaves Unlimited Power Requirements 120 VAC, 80 Hz The radio supplier or its authorized representative shall verify by written certification that said radios are fully compatible with said traffic controller equipment; certification shall be prior to installation. All radios supplied shall be of the same type (manufacturer model, series, etc.). A shelf shall be provided for each cabinet for the radio. One extra radio will also be provided. 24D-1.05 COAXIAL CABLE -- Coaxial cable shall be installed from each antenna to the controller cabinet. At least 10' of coax shall be left in the cabinet. For routing of said coaxial cable, refer to Exhibits for conduit information. NOTE: The Exhibits are not to scale; it will be #. the Contractor's responsibility to determine length of coaxial cable required. The coaxial cable shall be Times Microwage System LMR 400 or approved equal. The coaxial cable shall be designed for underground installation and shall meet or exceed the following specifications: " Impedance 50 Ohms Attenuation 3.9 db/100 ft @ 900 Mhz Core Insulation Foam polyethylene core Outer Diameter 405" outer diameter Shield 100% shield coverage > 90dB RF shielding Outer Jacket Black Polyethylene, UV protected Minimum Bend Radius 1.0" SP-73 24D-1.06 ANTENNA -- The antenna shall be a directional Yagi compatible wih the Spread Spectrum Radio System (900 Mhz). The antenna shall an N type female antenna post and shall have a gain of 15 dBI. 24D-1.07 ANTENNA MOUNT -- Directional antennas shall installed The antenna te existing traffic signal pole mast-arms and/or pole shafts as selected by the Engineer. mount shall be band-strapped to the mast-arm or pole shaft. 24D-1.08 CONNECTORS -- The connectors shall be Amphenol 82-202-1006. Male type "N" or approved equal. 24D-1.09 LIGHTNING PROTECTOR -- The lightning protector for ach radio.a P tl pha er IS-50NX-C2 or approved equal. A lightning protector shall be provided be mounted in the traffic control cabinet. 24D-1.10 MODEM -- An external type 202 modem shall be installed at the master radio location. This modem shall meet all NEMA TS-1 environmental standards. 24D-1.11 CABLES -- Cables shall be provided for the following: Master Radio:DB25 to DB9; C2 to 4 wire; 4' drop coax. Slave Radio: DB25 to C2; 4' drop coax. ALL CABLES SHALL BE WIRED FOR PROPER OPERATION WITH SPECIFIED EQUIPMENT. 24D-1.12 SPREAD SPECTRUM TESTING -- To assure path feasibility and spectrum availability for proper operation of the Spread Spectrum Radio System Interconnect, the following tests shall be performed: a. A spectrum analysis to determine spectrum usage and availability within the 902- 928 Mhz frequency range shall be conducted by the radio supplier or an authorized representative in the presence of the Engineer or his representative. From the results of this analysis and after conferring with said representative, the Engineer will determine the appropriate frequency to be used. This analysis shall be performed prior to antenna and radio installation. SP-74 b. To determine the quality of data transferred over the RF link, a BERT reading shall be taken and logged for each maser to slave link. This BERT shall follow the industry standard test pattern for BERT measurement. The documentation shall include initial BERT readings, error readings and return BERT readings. Each shall be logged by listing the ending points of the link along with BERT reading. c. Each link shall have an R.S.S. reading logged for proper determination of path integrity. This reading shall b in D.C. volts and shall reference an average Bit error Rate. The R.S.S. shall be monitored for at least 10 minutes. 24D-1.13 MAINTENANCE AND SERVICE MANUAL, -- This manual shall be assembled in volumes of 3D-ring binders of 3" maximum thickness and shall be indexed item by item. Several items may be covered in a single binder. The manual shall document in detail the maintenance and service aspects of the equipment on an item by item basis with clearly detailed illustrations including schematic diagrams. The manual shall contain comprehensive lists of parts and costs, with illustrations if necessary, as well as a troubleshooting guide to enable CITY technicians, or others to carry out maintenance operations down to the module level. The , Contractor shall furnish one manual. 24D-1.14 INSTALLATION AND OPERATION MANUAL -- This manual shall be assembled in volumes of 3D-ring binders of 3" maximum thickness and shall be indexed item by item. Several items may be covered in a single binder. The manual shall document in detail the installation and operation of the equipment on an item by item basis with clearly detailed illustrations. The Contractor shall furnish one manual. All modifications to standard equipment must be documented. The Contractor is responsible for generating the desired documentation in the event that it is not available from the manufacturer. 24D-1.15 PAYMENT - Full compensation for furnishing all the materials, tools and equipment and for doing all the work involved in the installation of the spread spectrum interconnect system, including all the appurtenant facilities and system testing, complete in place, per the Plans, the "Greenbook" Standard Specifications„ the Caltrans Standard Specifications and Plans, these Special Provisions and as directed by the Engineer, shall be considered as included in the contract bid lump sum price paid for "TRAFFIC SIGNAL SYSTEM", and no additional compensation shall be allowed therefor. SP-75 SECTION 25 THROUGH SECTION 40 BLANK SP-76 SECTION 41 41-1 GROUTED RIVER ROCK PAVING 41-1.01 GENERAL -- River rock paving shall be constructed in accordance with the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer. The installation of river rock paving shall include preparation of soil, placement of concrete bedding, placement of river rock and cement mortar, and any incidental work not shown or specified that is involved in the construction of grouted river rock paving per Detail, Sheet 4 of the Plan, CITY Standard No. 206, these Special Provisions, and as directed by the Engineer. The Contractor shall provide a 6' x 6' sample of river rock grouted per the Detail on the Plan, the CITY Standard No. 206, and these Special Provisions for pre-approval by the Engineer a minimum of 3 working days prior to beginning any work. 41-1.02 RIVER ROCK -- River rock shall be 3" to 6" diameter natural stone, as indicated in Detail of the Plan, per pre-approved sample section. 41-1.03 MORTAR -- Mixture and application of Type "N" cement mortar grout for joints shall be as indicated in Detail of the Plan, per pre-approved sample section, and as directed by the Engineer. 41-1.04 CONCRETE BED -- Concrete setting bed for river rock shall be a minimum of 3-1/2" thick, shall comply with Section 201-1.1.4, "Concrete Specified by Compressive Strength", of the Standard Specifications, and shall be a compressive strength of 2500 si at 28 days. P 41-1.05 PAYMENT -- The contract bid price paid per square foot for "INSTALL RIVER ROCK PAVING", shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in constructing river rock paving, including performing unclassified excavation and unclassified fill as required, and preparation of base, as indicated on the Plan, per the Standard Specifications, theses Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefore. SP-77 SECTION 42 THROUGH SECTION 49 BLANK SP-78 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT 50-1.01 GENERAL - The Contractor shall comply with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications, latest edition, and these Special Provisions. All existing improvements (except utilities and street pavements) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways and sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs, traffic striping and traffic detector loops which are damaged or removed during the course of construction of the project shall be restored or replaced to a condition equal to or better than, in all respects, the existing improvements removed or damaged, unless otherwise specified or noted on the drawings. The removal and restoration of existing improvements shall be in accordance with the applicable provision of these Special Provisions, the Standard Specifications, Standard Drawing and the following requirements: 1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and gutter shall be removed and replaced regardless of how short a length is damaged. The Contractor shall begin said 10-foot section, if possible, at an existing joint or scoring line. If said 10-foot section ends within 3 feet of an existing joint or scoring line, then the removal shall extend to said joint or scoring line. 2. If concrete cross gutter is damaged by the Contractor's operations, the cross gutter shall be removed in its entirety and replaced. 3. Concrete sidewalk shall be removed in its entirety between scoring lines or between scoring line and joint. Prior to removal, scoring lines shall be saw-cut. 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed in its entirety and replaced. 5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off from the sidewalk by a saw cut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. SP-79 6. If the roadside signs are damaged during the construction, they shall be restored or replaced to a condition equal or better than the existing per the prior approval of the City's Traffic Section. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 7. If existing fence is in conflict with the new construction, fence shall be relocated by the Contractor. Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of work. 50-1.02 PAYMENT - Full compensation for conforming to the requirements of this section, not otherwise provided for, shall be considered as included in the prices paid for the various contract bid items of work involved, and no additional compensation will be allowed therefor. SP-80 SECTION 51 51.1 CONSTRUCTION INFORMATION SIGN 51-1.01 GENERAL - Project construction information signs shall be furnished, installed, maintained, and removed when no longer required, as directed by the Engineer. The Contractor shall furnish and erect construction information signs at the locations noted on the Plans, or as otherwise approved by the Engineer. The Contractor shall label the signs as shown on the mockup provided in the APPENDIX of these Special Provisions, or as directed by the Engineer. Construction information signs shall be erected five (5) working days before the beginning of the construction work of this project. Messages on signs shall be standardized as much as possible. Contractor shall revise all misspellings and any other corrections on each sign at no extra cost to the CITY. Contractor shall have interchangeable street name panels and date panels such that the main sign remains in place during all stages of construction. Signs shall be placed so that CITY sight distance standards are maintained. Where placement upon (into) native ground is impracticable within CITY's street right of way (for example, such as through existing sidewalk), the Contractor shall propose, for Engineer review and approval, an alternate placement area (in street right of way), or method of placement (such as alternate base configuration for placement onto existing hardscape), such that underlying improvements are not damaged. Upon completion of all stages of construction work, each construction information sign shall be removed and salvaged to the CITY Yard. The cost of construction information sign removal and delivery to the CITY's Yard shall be considered incidental to the other items of work and no separate or additional payment will be allowed therefor. The Contractor shall notify the Engineer and the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to performing any excavation or other work close to any underground pipeline, conduit, duct, wire, or other structure. Regional notification centers include, but are not limited to the following: Notification Center Telephone Number Underground Service Alert(Southern CA) 1-800-227-2600 SP-81 Excavation required to install construction information signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes. 51-1.02 PAYMENT -- The contract bid unit price paid per each for "CONSTRUCTION INFORMATION SIGN" shall include full compensation for furnishing all equipment, tools and materials, including interchangeable street names, interchangeable dates, and for doing all the work required to furnish, paint, label, assemble and erect signs, complete in place, and the removal of these signs upon the completion of the construction work of this project, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no separate or additional compensation will be allowed therefor. SP-82 APPENDIX STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ( CALTRANS ) PROJECT PERMIT INFORMATION STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT Permit No. TR-0120(REV.6/2012) 08-12-N-SN-03 4 6 Dist/Co/Rte/PM In compliance with: 08-SBD-210 PM 22 ® Your Date application of May 9, 2012 12/06/2012 Fee Paid Deposit ❑ Utility Notice of $ EXEMPT $ EXEMPT No. Performance Bond Amount(1) Payment Bond Amount(2) ❑ Agreement of $ 0.00 $ 0.00 No. Bond Company ❑ R/W Contract of No. Bond Number(1) rOnd Number(2) TO: City of San Bernardino-Michael Grubbs 300 North "D" Street San Bernardino,CA 92418-0001 Attn: (909) 384-5179 ,PERMIT-ME and subject to the following, PERMISSION IS HEREBY GRANTED to: Enter upon SR-210 Westbound of framp at 30th Street, in the City of San Bernardino, to install a new traffic signal, as per plans date stamped November 30, 2012 by Caltrans District 8, Encroachment Permit Office, and/or as directed by the Department Representative. Notwithstanding General Provision #4, your contractor is required to apply for and obtain an Encroachment Permit prior to starting of work. The contractor has to pay the amount of $ 8200.00, as a deposit for inspection, an amount of $ 7953.41 for State furnished equipment and Provide a copy of Payment and Performance Bonds to the City. A traffic control plan, Stamped and signed by a licensed engineer is also required and has to be submitted to our office for review and approval prior to starting of work. A pre-job meeting with the assigned Caltrans Representative, Surinder Sangha, 909-383-4020, is required at least 7 days prior to start of any work under this permit! Failure to do so may result in permit revocation with no prejudice. THIS PERMIT IS NOT A PROPERTY RIGHT AND DOES NOT TRANSFER WITH THE PROPERTY TO A NEW OWNER. The following attachments are also included as part of this permit(Check applicable): El Yes ❑No General Provisions In addition to fee,the permittee will El Yes ❑No Utility Maintenance Provisions be billed actual costs for: El Yes ❑No Storm Water Special Provisions ❑Yes No Review ®Yes ❑No Special Provisions ❑Yes No Inspection ❑Yes 0 No A Cal-OSHA permit, if required: Permit No. ®Yes ❑No Field Work ❑Yes 0 No As-Built Plans Submittal Route Slip for Locally Advertised Projects ❑Yes 0 No Storm Water Pollution Prevention Plan/Water Pollution Control Plan (if any Caltrans effort expended) ❑Yes =+No The information in the environmental documentation has been reviewed and considered prior to approval of this permit. This permit is void unless the work is completed before December 6, 2013 This permit is to be strictly construed and no other work other than specifically mentioned is hereby authorized. No project work shall be commenced until all the other necessary permits and the environmental clearances have been obtained. PERMIT ENGINEER:Fawzi Zedan APPROVED: COPIES TO: Electrical Maintenance:Juan Terrazas Electrical Inspector.Surinder Sangha Basem Muallem,District Director Electrical Operations:Charles Moore BY: CT Lab(3) i Y 11,u-f"CZ- Q i i FAREHA ZINNL)YEN,P.E.,District Permit Engineer FM 91 1436(D8 Permit App.) PAGE 1: ATTACHED TO AND MADE PART OF PERMIT NO. 08-12-N-SN-0346 In addition to the attached General Provisions, the following checked special provisions are applicable: >gi A PRE-JOB MEETING WITH THE ASSIGNED CALTRANS REPRESENTATIVE, Surinder Sarigha(909)383-4020 AT LEAST 7 DAYS IS REQUIRED PRIOR TO START OF ANY WORK UNDER THIS PERMIT. FAILURE TO DO SO WILL RESULT IN PERMIT CANCELLATION AND RESUBMITTAL MAY BE REQUIRED. El Notwithstanding General Provision #4, your contractor is required to apply for and obtain an encroachment permit prior to starting work. A fee/deposit of$ 8200.00 for inspection, and $ 7953A1 for electrical equipment is required at the time of application. El You are required to submit an approved Storm Water Pollution Prevention Plan (SWPPP)for projects with a cumulative disturbed soil area equal or greater than 1 acre, and an approved Water Pollution Control Program (WPCP)for projects with a disturbed soil area less than 1 acre, unless otherwise required by other agencies (RWQCBs, U.S.Army Corps of Engineers, Department of Fish and Game, etc.). El Upon the expiration of this permit, the Permittee is required to apply for the countywide annual maintenance permit for this new facilities installed under the Permit No.: El The Permittee is required to apply for a separate permit to maintain and/or replace in kind of these facilities on each occurrence upon the expiration of this permit. The Permittee shall provide the stage construction traffic handling plans, work schedule and a list of all sub-contractors to the Department's Representative at the time of the pre-construction meeting or prior to start construction. Z All traffic control, signing and striping shall comply with California MUTCD 2012. It is available at: http://www.dot.ca.gov/hq/traffops/sig ntech/mutcdsupp/ca_m utcd.htm Z Contractor shall comply with Department 12010 Standard Specifications, Department 201 Standard Plans, Revised Standard Plans and the project special provisions. The latest Revised Standard Plans are available at: http://www.dot.ca.gov/hq/esc/oe/standards.php Z All personnel shall wear hard hats and orange or lime vests, shirts or jackets as appropriate while on State property. The Permittee's work shall be subordinated to any operations which the Department may conduct and shall not delay, nor interfere with the Department's Forces or Department's Contractors. Attention is directed to Standard Specifications Section 7-1.11, Preservation of Property, and Business and . Professions Code, Section 8771. The Permittee shall physically inspect the work site and locate survey monuments prior to work commencement. Monuments shall be referenced or reset in accordance with the Business and Professions Code. El No lane may be closed or obstructed at any time unless specifically allowed per the encroachment permit, shown in approved traffic control plans, and/or as directed by the Department's Representative. Page 1 of 9 PAGE 2: ATTACHED TO AND MADE PART OF PERMIT NO. 08-12-N-SN-0346 . El Except for installing, maintaining and removing traffic control devices, any work encroaching within 3 feet of the edge of a travel lane for areas with a posted speed limit below 45mph, or 6 feet of the edge of a travel lane, for areas with a speed limit posted at 45mph or higher, shall require closing of that travel lane.Any work encroaching within 6 feet of the edge of the shoulder, shall require closing of that shoulder. Permittee shall notify the Department's Representative, and obtain approval of, all traffic control, lane closures or detours, at least seven (7)WORKING DAYS prior to setting up of any traffic control. EI Traffic control is generally authorized between 9:00 AM and 3:00 PM only on Monday through Thursday and until 1:00 PM on Fridays, excluding holidays except specified in the Permit. Lane closure is not allowed on Saturdays, Sundays and designated holidays. The designated holidays are: January 1st,the third Monday in January, the second and third Mondays in February, March 31, the last Monday in May, July 4th,the first Monday in September,the second Monday in October, November 11th, Thanksgiving Day,the day after Thanksgiving Day, and December 25th. When a fixed holiday falls on Saturday,the preceding Friday shall be designated as holiday. Should any deviation from these procedures or conditions be observed, all work shall be suspended until satisfactory steps have been taken to ensure compliance. El If time extension is necessary, a request for time extension and the accompanying attachments must be made a minimum of two (2)weeks prior to completion date stated on face of permit. If work has not been started before completion date,the permit will be voided. Failure to comply with rules and regulations stated on permit will jeopardize future permit privileges. El "AS-BUILT" PLANS ARE REQUIRED UPON COMPLETION OF ALL WORK. PLEASE REFER TO THE GENERAL PROVISION TR-0045, ITEM 22 FOR THE "AS-BUILT' REQUIREMENTS. NO FINAL INSPECTION WILL BE PERFORMED UNTIL THE DEPARTMENT IS IN RECEIPT OF "AS-BUILT" PLANS. El No vehicle or equipment shall be stored overnight within the right of way; it shall be removed immediately at the completion of the day's work. Refueling of vehicle or equipment within the right of way is strictly prohibited. ® Required traffic control devices shall be installed around fixed objects to warn the motoring public for safety. Personal vehicles of the contractor shall not be parked within freeway right of way. El No materials or waste shall be stockpiled within State right of way. El Except as specifically provided herein, all requirements of the Vehicle Code and other applicable laws must be complied with in all particulars. M When traffic cones or delineators are used to delineate a temporary edge of traffic lane, the line of cones or delineators shall be considered to be the edge of the traffic lane.The permittee shall not reduce the width of the existing lane to less than 10 feet without written approval from the Department's Representative. LE Excavations made within the limits of the right of way shall be backfilled and resurfaced to original condition before leaving the work area unless otherwise authorized by the Department's Representative. • Permittee shall be responsible for arranging the services of a qualified traffic control contractor to provide any needed traffic control. Page 2 of 9 PAGE 3:ATTACHED TO AND MADE PART OF PERMIT NO. 08-12-N-SN-0346 . Ei The permittee shall arrange a meeting between his field representative, traffic control contractor, Department's Representative and/or CHP at least two (2)weeks prior to start of any work covered under this permit to arrange date and time of starting work and determine appropriate methods of handling traffic.At least 3 working days notice shall be given to the Caltrans representative and/or the CHP, prior to the meeting to allow time to arrange for attendance. A copy of this permit, complete with all attachments, shall be kept by permittee/contractor working under this permit and must be shown to the Department Permit Inspector, Department's Representatives, or Law Enforcement Officer, on demand. El The permittee shall be responsible for notifying the appropriate utility companies or underground service alert prior to any excavation work. ® The permittee shall notify the California Highway Patrol Area Commander at least 72 hours prior to implementing traffic control. El When the work area encroaches upon a sidewalk, walkway, or crosswalk area, special consideration must be given to pedestrian safety. Protective barricades, fencing, handrails and bridges, together with warning and guidance devices and signs must be utilized so that the passageway for pedestrians, especially blind and other physically handicapped, is safe and well defined and shown on the approved permit plan. p Pedestrian walkways and canopies within State Right of Way shall comply with the requirements of the applicable local agency or of the latest edition of the Uniform Building Code whichever contains the higher standards. [For City or County projects with utility relocations] D If existing public or private utilities conflict with the construction PROJECT, PERMITTEE will make necessary arrangements with the owners of such utilities for their protection, relocation, or removal. PERMITTEE shall inspect the protection, relocation, or removal of such facilities. Total costs of such protection, relocation, or removal which STATE or PERMITTEE must legally pay, will be borne by PERMITTEE. If any protection, relocation, or removal of utilities is required, including determination of liability for cost, such work shall be performed in accordance with STATE policy and procedure. PERMITTEE shall require any utility company performing relocation work in the STATE's right-of-way to obtain a State Encroachment Permit before the performance of said relocation work. Any relocated utilities shall be correctly located and identified on the as-built plans. [For other projects with utility relocations] El If existing public or private utilities conflict with the construction PROJECT, PERMITTEE will make necessary arrangements with the owners of such utilities for their protection, relocation, or removal. PERMITTEE shall inspect the protection, relocation, or removal of such facilities. Total costs of such protection, relocation, or removal shall be borne by PERMITTEE in compliance with the terms of the Highway Encroachment Permits, Case Law, Public Utility Regulations, and Property Rights. PERMITTEE shall require any utility company performing relocation work in the STATE's right-of-way to obtain a State Encroachment Permit before the performance of said relocation work. Any relocated utilities shall be correctly located and identified on the as-built plans. Page 3 of 9 PAGE 4: ATTACHED TO AND MADE PART OF PERMIT NO. 08-12-N-SN-0346 El Permittee shall furnish to the Department's Representative a completed Form CEM-3101 "Notice of Materials Used", and approval of the material used shall be obtained prior to its installation. The electrical inspector shall be notified 48 hours prior to performing any work on the SIGNAL SYSTEM, this includes cutting the asphalt for the trench in the area of the detector loops. El Cat Tracking of Lane Lines, Stop Bars, and Crosswalks shall be done prior to determining the location of traffic signal loops. It is the responsibility of the contractor to coordinate the scheduling of the striping and electrical sub-contractors in order to accomplish this task. Department will not be responsible for any unauthorized field changes that result in the misplacement of traffic loops after the initial loop layout has been approved. El Traffic signal system shutdowns shall be limited to periods between the hours of 9:00 a.m. and 3:00 p.m. El Conduit to be installed underground shall be Type 3, Schedule 80. After conductors have been installed,the ends of conduits terminating in pull boxes, service equipment enclosures, and controller cabinets shall be sealed with an approved type of sealing compound. ® Splices shall be insulated by"Method B"or, at the Contractor's option, splices of conductors shall be insulated with heat-shrink tubing of the appropriate size after thoroughly painting the spliced conductors with electrical insulating coating. The minimum insulation thickness, at any point,for Type USE, RHH or RHW wire shall be 1.0 mm for conductor sizes No. 14 to No. 10, inclusive, and 1.3 mm for No. 8 to No. 2, inclusive. The minimum insulation thickness, at any point, for Type THW and TW wires shall be 0.69 mm for conductor sizes No. 14 to No. 10, inclusive, 1.02 mm for No. 8, and 1.37 mm for No. 6 to No. 2, inclusive. M Bonding jumpers in standards with handholes and traffic pull box lid covers shall be attached by a UL listed lug using 4.5-mm diameter or larger brass or bronze bolts and shall run to the conduit or bonding wire in the adjacent pull box. The grounding jumper shall be visible after the standard has been installed and the mortar pad and cap have been placed on the foundation. Standards without handholes shall have bonding accomplished by jumpers attached to UL listed ground clamps on each anchor bolt. For slip base standards or slip base inserts, bonding shall be accomplished by jumpers attached to UL listed ground clamps on each anchor bolt, or a UL listed lug attached to the bottom slip base plate with a 4.5-mm diameter or larger brass or bronze bolt. Equipment bonding and grounding conductors are required in conduits. Install#8 AWG bare grounding conductor in all galvanized rigid steel conduits which contain signal conductors. No. 10 AWG grounding conductor is required in conduits which contain only loop lead-in cable or signal interconnect cable or telephone cable. A No. 8 minimum, bare copper wire shall run continuously in circuits, except for series lighting circuits, where No. 6 bare copper wire shall run continuously. The bonding wire size shall be increased to match the circuit breaker size in conformance with the Code, or shall be as shown on the plans. Conduits to be installed for future conductors, may omit the copper wire. Bonding of metallic conduits in metal pull boxes shall be by means of bonding bushings and bonding jumpers connected to the bonding wire running in the conduit system. Page 4 of 9 PAGE 5: ATTACHED TO AND MADE PART OF PERMIT NO. 08-12-N-SN-0346 02 Signal Interconnect Cable (SIC)shall be the 6-pair type. El Traffic signal faces and fittings shall be of the metal type. Loop wire shall be Type 2. Loop detector lead-in cable shall be Type B. Slots shall be filled with hot-melt rubberized asphalt sealant.At the Contractor's option,where a Type A or a Type B loop is designated on the plans, a Type E loop may be substituted. For Type E detector loops, sides of the slot shall be vertical and the minimum radius of the slot entering and leaving the circular part of the loop shall be 40 mm. Slot width shall be a maximum of 20 mm. Loop wire for circular loops shall be Type 2. Slots of circular loops shall be filled with hot melt rubberized asphalt sealant. El The Model 2070L and/or 170 controller assemblies, including controller unit, completely wired controller cabinet and inductive loop detector sensor units, but without anchor bolts, will be State-furnished (to be paid by permittee). El Ballasts for luminaries shall be the lag regulator type. El Contactors shall be the mechanical armature type. Photoelectric units for illuminated signs shall have a "turn-on" level of between 215 lux and 323 lux(corresponds to a switching level of approximately 430 lux to 646 lux measured in the horizontal plane). "Turn-off" level shall not exceed 3 times the"turn-on" level. !81 State will furnish (to be paid by permittee)the Battery Backup System (BBS)(electronics only). The contractor shall furnished the externally mounted BBS cabinet and batteries. El All signal indications shall be the LED type. Permittee shall procure,furnish and install LED signal modules. El All salvaged electrical equipment shall remain the property of the State of California and shall be delivered to the Department yard at 175 Cluster Street, San Bernardino, California, 92408. EMERGENCY VEHICLE PREEMPTION SYSTEM El City/County of San Bernardino will install the Emergency Vehicle Preemption System. All costs for the maintenance, repair and replacement of system are the responsibility of City/County. When necessary for repair or replacement, Department will test, remove and reinstall Preemption System upon notification by City/County. PROGRAMMED VISIBILITY VEHICLE TRAFFIC SIGNAL HEADS El Lamps for programmed visibility vehicle traffic signal heads shall be furnished by the Contractor. A signal technician qualified to program the programmed visibility signal heads shall be present at the time the signal heads are placed in operation. Lamps for the signal units shall be 150-W, 120 V(ac), incandescent lamps with a minimum average rated life of 6000 hours. The lamp and socket shall be the 3-prong type. INTERNALLY ILLUMINATED STREET SIGNS: El City/County of ISan Bernardino will install Internally Illuminated Street Name Signs. City/County agrees to purchase all materials for installation and ongoing maintenance of the illuminated street name signs, Page 5 of 9 PAGE 6: ATTACHED TO AND MADE PART OF PERMIT NO. 08-12-N-SN-0346 including signs, sign panels and all hardware. Department will notify City/County when materials are required for repair and maintenance of the signs. PREFORMED INDUCTIVE LOOPS El Preformed inductive loops shall be the type shown on the plans. The loop shall be 1.8 m square unless otherwise shown. The loop shall consist of 4 turns of No. 16, or larger, wire with Type THWN or TFFN insulation. The loop wires shall be encased in Size 10, minimum, Schedule 40 or Schedule 80 PVC or polypropylene conduit. The conduit shall be sealed to prevent the entrance of water and the movement of wires within the conduit. The loop wires from the preformed loop to the adjacent pull box shall be twisted together into a pair(at least 7 turns per meter)and encased in Schedule 40 or Schedule 80 PVC or polypropylene conduit between the preformed loop and the adjacent pull box or detector handhole. The lead-in conduit shall be sealed to prevent the entrance of water at the pull box or handhole end. In new roadways,the preformed loops and lead-in conduits shall be placed in the base course,with the top of the conduit flush with the top of the base, and then covered with asphalt concrete or Portland cement concrete pavement. Preformed loops and lead-in conduits shall be protected from damage prior to and during pavement placement. In new reinforced concrete structure decks, the preformed loops shall be secured to the top of the uppermost layer of reinforcing steel using nylon wire ties. The loop shall be held parallel to the structure deck by using PVC or polypropylene spacers where necessary. Conduit for lead-in conductors shall be placed between the uppermost 2 layers of reinforcing steel. Preformed inductive loops shall not be installed in existing structure decks. In existing pavement, preformed loop installation shall conform to the following: a. Preformed loops and lead-in conduits shall be placed in slots, 32 mm minimum width, cut into the existing pavement. The top of the conduit shall be 50 mm, minimum, below the top of pavement. b. Slots in asphalt concrete pavement shall be filled with elastomeric sealant or hot-melt rubberized asphalt sealant. c. Slots in Portland cement concrete pavement shall be filled with epoxy sealant or hot melt rubberized asphalt sealant. Page 6 of 9 PAGE 7:ATTACHED TO AND MADE PART OF PERMIT NO. 08-12-N-SN-0346 PERMIT NO.: 08-12-N-SN-0346 CO/RTE/PM: 08/SBD/210/22 PRECONSTRUCTION MEETING AGREEMENT I, , acting as an authorized agent for the permittee, , do hereby agree to personally accomplish or have another designated person arrange for all involved company representatives to attend a pre-construction meeting with the authorized Department's Representative at , as specified on this permit. Such meeting must be held two (2) days or more prior to the planned start of the work on this project. The Authorized Department's Representative shall have complete authority to determine whether the permit conditions, either implied or written, have been complied with. The Department's Representative may then allow the permit work to proceed as appropriate. The Pre-construction Meeting Record below must be signed by both the Department's Representative and the permittee before the permit work may start. I have read and understand the attached General Provisions TR-0045 and other attached prosivions of this permit. This agreement or a copy thereof, must be mailed back to the Department's District 8 Encroachment Permit Office at 464 W.4th. Street, MS 619, San Bernardino, CA 92401-1400, within three (3)working days prior to the pre-construction meeting. Failure to return this form could delay the release of your bonds. A copy of this document shall be at the job site at all times when work is in progress and failure to do so may result in the suspension of work, as directed by the Department's Representative. It is the permittee's responsibility to insure that the Department's Representative is notified of work completion and that the attached Completion Notice is mailed to the Department's Permit office. Signature Date Print or Type Name Position or Title Page 7 of 9 PAGE 8: ATTACHED TO AND MADE PART OF PERMIT NO. 08-12-N-SN-0346 PRECONSTRUCTION MEETING RECORD Department's Representative Date Permittee's Representative Date Date Work May Begin: Page 8 of 9 PAGE 9:ATTACHED TO AND MADE PART OF PERMIT NO. 08-12-N-SN-0346 PERMIT NO.: 08-12-N-SN-0346 CO/RTE/PM: 08/S B D/210/22 DEPARTMENT OF TRANSPORTATION-DISTRICT 8 ENCROACHMENT PERMITS OFFICE 464 W. 4th. Street, MS 619 San Bernardino, CA 92401-1400 100% COMPLETION NOTICE Work on Permit No.: 08-12-N-SN-0346 has been completed. A final inspection meeting was held on Permittee's Representative Date Department's Representative Date FAILURE TO COMPLETE AND RETURN THIS TO THE DISTRICT PERMITS OFFICE MAY CAUSE A DELAY IN THE RELEASE OF YOUR BONDS. Page 9 of 9 • STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION - SERVICE AUTHORITY FOR FREEWAY EMERGENCIES (SAFE) ACTION REQUEST FOR CALL BOXES • TR-0167(REV 06/2005) Before any work affecting call boxes, please complete this form and fax or mail it at least two weeks in advance to the appropriate county SAFE! DATE ❑ For Riverside-County call boxes: Mr.Jerry Rivera,RCTC SAFE Manager Phone Number: -:(951) 787-7141 -4080 Lemon Street, 3rd Floor Fax=Number:: :1951;):787-7920 Riverside,:.CA 92502 For San Berrtardiirto Ca)I Boxes. ltelly t ynln,San Bernardino SAFE Manager Phone-Number: (909) 884-8276, ext. 140 1170 W. 3rd Street, 2nd'Floor Fax Number: (909) 388-2002 San Bernardino, CA 992410-1715 FROM(Contact Name and Organisation) Permittee* ❑ Construction n Maintenance ❑ Right of Way Utilities ❑ Caltrans *SAFE may charge Permittee for cost of ADDRESS CITY STATE ZIP BUSINESS PHONE(Include Area Code) FAX PHONE(Include Area Code) NUMBER OF PAGES INCLUDING THIS COVER PAGE ( ) ( - ACTION NEEDED: IF THERE IS A CALL BOX PAIR, BOTH BOXES MAY BE AFFECTED! CALL BOX NUMBERS MUST BE INCLUDED (The number is shown on the call box sign, for example SBd-010-93 for a box on WB(because last number is odd), Route 10 at Post Mile 9, first Quarter Mile.) Call Box Number(s): Temporary removal from service: Bagging ONLY- needed by (if K-Rail will block access or the shoulder will be too narrow during construction only) Temporary removal of box and pole ONLY- needed by (if K-Rail will block access or the shoulder will be too narrow during construction only) Removal of box, pole, pad, auger, and any retaining walls needed by Relocation - needed by (if MBGR, etc., will permanently affect/block access) Place call boxes back in service. ADA Notice For individuals with sensory disabilities,this document is available in alternate formats. For information call(916)654-6410 or TDD(916)654-3880 or write Records and Forms Management,1120 N Street,MS-89,Sacramento,CA 95814. fi/gz i I STATE OF CALIFORNIA,DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT GENERAL PROVISIONS TR-0045 (REV.05/2007) • 1. AUTHORITY: The Department's authority to issue encroachment law,from the Public Utilities Commission of the State of California permits is provided under,Div. I,Chpt.3,Art. 1,Sect.660 to 734 of (PUC), California Occupational Safety and Health Administration _ the Streets and Highways Code. (Cal-OSHA),or any other public agency having jurisdiction. 2. REVOCATION: Encroachment permits are revocable on five days 13. PEDESTRIAN AND BICYCLIST SAFETY: A safe"minimum notice unless otherwise stated on the permit and except as provided by passageway of 4'shall be maintained through the work area at existing law for public corporations, franchise holders, and utilities. These pedestrian or bicycle facilities. At no"time shall pedestrians be General Provisions and the Encroachment Permit Utility Provisions diverted onto a portion of the street used for vehicular traffic. At are subject to modification-or abrogation at any time.Permittees'joint locations where safe alternate passageways cannot be provided, - use agreements, franchise rights, reserved rights or any other appropriate signs and barricades shall be installed at the limits of agreements for operating purposes in State highway right of way are construction and in advance of the limits of construction at the nearest exceptions to this revocation. crosswalk or intersection to detour pedestrians to facilities across the street. Attention is directed to Section 7-1.09 Public Safety of the 3. DENIAL FOR NONPAYMENT OF FEES:Failure to pay permit Department Standard Specifications. fees when due can result in rejection of future applications and denial of permits. 14. PUBLIC TRAFFIC CONTROL:As required by law,the permittee shall provide traffic control protection warning signs, lights, safety 4. ASSIGNMENT: No party other than the permittee or permittee's devices, etc., and take all other measures necessary for traveling authorized agent is allowed to work under this permit public's safety.While providing traffic control,the needs and control of all road users [motorists, bicyclists and pedestrians, including 5. ACCEPTANCE OF PROVISIONS: Permittee understands and persons with disabilities in accordance with the Americans with agrees to accept these General Provisions and all attachments to this Disabilities Act of 1990(ADA)]shall be an essential part of the work permit,for any work to be performed under this permit. activity. 6. BEGINNING OF WORK: When traffic is not impacted (see Day and night time lane closures shall comply with the California Number 35), the permittee shall notify the Department's Manual on Uniform Traffic Control Devices (Part 6, Temporary representative,two(2)days before the intent to start permitted work. Traffic Control), Standard Plans, and Standard Specifications for '"" Permittee shall notify the Department's Representative if the work is traffic control systems.These General Provisions are not intended to to be interrupted for a period of five (5) days or more, unless impose upon the permitter, by third parties,any duty or standard of otherwise agreed upon. All work shall be performed on weekdays care,greater than or different from,as required by law. during regular work hours, excluding holidays, unless otherwise specified in this permit. 15. MINIMUM INTERFERENCE WITH TRAFFIC: Permittee shall plan and conduct work so as to create the least possible inconvenience 7. STANDARDS OF CONSTRUCTION: All work performed within to the traveling public;traffic shall not be unreasonably delayed.On highway right of way shall conform to recognized construction conventional highways, permittee shall place properly attired w standards and current Department Standard Specifications, flagger(s)to stop or warn the traveling public in compliance with the Department Standard Plans High and Low Risk Facility California Manual on Uniform Traffic Control'Devices(Chapter 6E, —.. Specifications, and Utility Special Provisions. Where reference is Flagger Control). made to"Contractor and Engineer,"these are amended to be read as "Permittee and Department representative." 16. STORAGE OF EQUIPMENT AND MATERIALS: The storage of equipment or materials is not allowed within State highway right-of-' 8. PLAN CHANGES: Changes to plans, specifications, and permit way, unless specified within the Special Provisions of this specific„ provisions are not allowed without prior approval from the State representative. encroachment permit. If Encroachment Permit Special Provisions allow for the storage of equipment or materials within the State right of way, 9. INSPECTION AND APPROVAL: All work is subject to the equipment and material storage shall comply with Standard monitoring and inspection.Upon completion of work,permittee shall Specifications, Standard Plans, Special Provisions, and the Highway request a final inspection for acceptance and approval by the Design Manual. The clear recovery zone widths must be followed and Department. The local agency permittee shall not give final construction approval to its contractor until final acceptance and are the minimum desirable for the type of facility indicated below: approval by the Department is obtained. freeways and expressways'-30',conventional highways(no curbs)-20',00: conventional highways(with curbs)— 1.5'. If a fixed object cannot be 10. PERMIT AT WORKSITE:Permittee shall keep the permit package eliminated, moved outside the clear recovery zone, or modified to be°' or a copy thereof, at the work site and show it upon request to any made yielding,it should be shielded by a guardrail or a crash cushion. Department representative or law enforcement officer. If the permit = package is not kept and made available at the work site,the work shall 17. CARE OF DRAINAGE: Permittee shall provide alternate drainage be suspended. for any work interfering with an existing drainage facility in - 11. CONFLICTING ENCROACHMENTS: Permittee shall yield start compliance with the Standard Specifications,Standard Plans and/or as of work to ongoing,prior authorized,work adjacent to or within the directed by the Department's representative. limits of the project site. When existing encroachments conflict with 18. RESTORATION AND REPAIRS IN RIGHT OF WAY: Permittee new work,the permittee shall bear all cost for rearrangements, (e.g., is responsible for restoration and repair of State highway right of way relocation,alteration,removal,etc.). resulting from permitted work (State Streets and Highways Code, 12. PERMITS FROM OTHER AGENCIES:This permit is invalidated Sections 670 et.seq.). if the permittee has not obtained all permits necessary and required by n completion of work, project construction work done on State property will not be directly 19. RIGHT OF WAY CLEAN UP: Upo P fimded and paid by State, for the purpose of protecting stop notice permittee.shalt remove and dispose of all scam, brush, timber, materials, etc. off the right of way. The aesthetics of the highway claimants and the interests of State relative to successful project shall be as it was before work started. completion, the local agency permittee agrees to require the construction contractor furnish both a payment and performance bond 20. COST OF WORK:Unless stated in the permit,or a separate written in the local agency's name with both bonds complying with the agreement,the permittee shall bear all costs incurred for work within requirements set forth in Section 3-1.02 of State's current Standard the State right of way and waives all claims for indemnification or Specifications before performing any project construction work.The contribution from the State. local agency permittee shall defend,indemnify,and hold harmless the State,its officers and employees from all project construction related 21. ACTUAL COST BILLING: When specified in the permit, the claims by contractors and all stop notice or mechanic's lien claimants. Department will bill the permittee actual costs at the currently set The local agency also agrees to remedy, in a timely manner and to hourly rate for encroachment permits. State's satisfaction, any latent defects occurring as a result of the . project construction work. . 22 AS-BUILT PLANS: When required,permittee shall submit one(1) set of folded as-built plans within thirty (30) days after completion 25. FUTURE MOVING OF INSTALLATION&Permittee understands and approval of work in compliance with requirements listed as and agrees to relocate a permitted installation upon notice by the follows: Department. Unless under prior property right or agreement, the permittee shall comply with said notice at his sole expense. 1.Upon completion of the work provided herein, the permittee shall send one vellum or paper set of As-Built plans, to the 26. ARCHAEOLOGICAL/HISTORICAL: If any archaeological or State representative. Mylar or paper sepia plans are not historical resources are revealed in the work vicinity, the permittee acceptable. shall immediately stop work, notify the Department's representative, 2.All changes in the work will be shown on the plans,as issued retain a qualified archaeologist who shall evaluate the site,and make with the permit,including changes approved by Encroachment recommendations to the Department representative regarding the Permit Rider continuance of work. 3.The plans are to be stamped or otherwise noted AS-BUILT by the permittee's representative who was responsible for 27. PREVAILING WAGES:Work performed by or under a permit may overseeing the work.Any original plan that was approved with require permittee's contractors and subcontractors to pay appropriate a State stamp, or Caltrans representative signature, shall be prevailing wages as set by the Department of Industrial Relations. used for producing the As-Built plans. Inquiries or requests for interpretations relative to enforcement of 4.If As-Built plans include signing or striping, the dates of prevailing wage requirements are directed to State of California signing or striping removal,relocation,or installation shall be Department of Industrial Relations, 525 Golden Gate Avenue, San shown on the plans when required as a condition of the permit. Francisco,California 94102. When the construction plans show signing and striping for staged construction on separate sheets,the sheet for each stage 28. RESPONSIBILITY FOR DAMAGE: The State of California and shall show the removal, relocation or installation dates of the all officers and employees thereof, including but not limited to the appropriate staged striping and signing. Director of Transportation and the Deputy Director, shall not be 5. As-Built plans shall contain the Permit Number,County,Route, answerable or accountable in any manner for injury to or death of any and Post Mile on each sheet. person, including but not limited to the permittee,persons employed 6. Disclaimer statement of any kind that differ from the by the permittee, persons acting in behalf of the permittee, or for obligations and protections provided by Sections 6735 through damage to property from any cause. The permittee shall be 6735.6 of the California Business and Professions Code, shall responsible for any Iiability imposed by law and for injuries to or not be included on the As-Built plans. Such statements death of any person, including but not limited to the permittee, constitute non-compliance with Encroachment Permit persons employed by the permittee, persons acting in.behalf of the requirements, and may result in the Department of permittee, or for damage to property arising out of work, or other Transportation retaining Performance Bonds or deposits until activity permitted and done by the permittee under a permit,or arising proper plans are submitted.Failure to comply may also result in out of the failure on the permittee's part to perform his obligations denial of future permits, or a provision requiring a public under any permit in respect to maintenance or any other obligations, agency to supply additional bonding. or resulting from defects or obstructions, or from any cause whatsoever during the progress of the work,or other activity or at any _3. PERMITS FOR RECORD PURPOSES ONLY:When work in the subsequent time,work or other activity is being performed under the right of way is within an area under a Joint Use Agreement(JUA)or a obligations provided by and contemplated by the permit. Consent to Common Use Agreement(CCUA),a fee exempt permit is issued to the permittee for the purpose of providing a notice and The permittee shall indemnify and save harmless the State of record of work. The Permittee's prior rights shall be preserved California, all officers, employees, and State's contractors, thereof, without the intention of creating new or different rights or obligations. including but not limited to the Director of Transportation and the "Notice and Record Purposes Only"shall be stamped across the face Deputy Director,from all claims,suits or actions of every name,kind of the permit. and description brought for or on account of injuries to or death of any person, including but not limited to the permittee,persons employed 24. BONDING: The permittee shall file bond(s), in advance, in the by the permittee, persons acting in behalf of the permittee and the amount set by the Department. Failure to maintain bond(s) in full public,or damage to property resulting from the performance of work force and effect will result in the Department stopping of all work and or other activity under the permit,or arising out of the failure on the revoking permit(s). Bonds are not required of public corporations or permittee's part to perform his obligations under any permit in respect privately owned utilities, unless permittee failed to comply with the to maintenance or any other obligations,or resulting from defects or provision and conditions under a prior permit.The surety company is obstructions,or from any cause whatsoever during the progress of the responsible for any latent defects as provided in California Code of work, or other activity or at any subsequent time, work or other Civil Procedures, Section 337.15. Local agency permittee shall activity is being performed under the obligations provided by and comply with requirements established as follows: In recognition that contemplated by the permit,except as otherwise provided by statute. • The gifting of public property use and therefore public funds is The duty of the permittee to indemnify and save harmless includes the prohibited under the California Constitution,Article 16. duties to defied as set forth in.Section 2778 of the Civil Code. The permittee waives any and all rights to any type of expressed or 34. FIELD WORK REIMBURSEMENT: Permittee shall reimburse implied indemnity against the State,its officers,employees,and State State for field work performed on permittee's behalf to correct or contractors. It is the intent of the parties that the permittee will remedy hazards or damaged facilities, or clear debris not attended to indemnify and hold harmless the State, its officers, employees, and by the permittee. State's contractors, from any and all claims, suits or actions as set forth above regardless of the existence or degree of fault or 35. NOTIFICATION OF DEPARTMENT AND TMC:The permittee negligence,whether active or passive, primary or secondary, on the shall notify the Department's representative and the Transportation part of the State,the petmittee,persons employed by the petmittee,or Management Center(TMC) at least 7 days before initiating a lane acting on behalf of the permittee. closure or conducting an activity that-may cause a traffic impact. A confirmation notification should occur 3 days before closure or other For the purpoI of this section, "State's contractors" shall include potential traffic impacts.In emergency situations when the corrective contractors and their subcontractors under contract to the State of work or the emergency itself may affect traffic, TMC and the California performing work within the limits of this permit. Department's representative shall be notified as soon as possible. 29. NO PRECEDENT ESTABLISHED:This permit is issued with the 36. SUSPENSION OF TRAFFIC CONTROL OPERATION: The understanding that it does not establish a precedent. permittee,upon notification by the Department's representative,shall immediately suspend all lane closure operations and any operation 30. FEDERAL CIVIL RIGHTS REQUIREMENTS FOR PUBLIC that impedes the flow of traffic. All costs associated with this ACCOMMODATION: suspension shall be borne by the permittee. A. The permittee,for himself;his personal representative,successors in interest,and assigns as part of the consideration hereof;does hereby 37. UNDERGROUND SERVICE ALERT (USA) NOTIFICATION: covenant and agree that: Any excavation requires compliance with the provisions of 1.No person on the grounds of race,color,or national origin shall be Government Code Section 4216 et.seq.,including,but not limited to excluded from participation in, be denied the benefits of, or be notice to a regional notification center,such as Underground Service otherwise subjected to discrimination in the use of said facilities. Alert(USA).The permittee shall provide notification at least 48 hours 2. That in connection with the construction of any improvements on before performing any excavation work within the right of way. said lands and the furnishings of services thereon,no discrimination shall be practiced in the selection and retention of first-tier subcontractors in the selection of seirond-tier subcontractors. 3.That such discrimination shall not be practiced against the public in their access to and use of the facilities and services provided for public accommodations(such as eating,sleeping,rest,recreation),and operation on,over,or under the space of the right of way. 4. That the permittee shall use the premises in compliance with all other requirements imposed pursuant to Title 15, Code of Federal Regulations,Commerce and Foreign Trade, Subtitle A.Office of the Secretary of Commerce, Part 8 (15 C.F.R. Part 8) and as said Regulations may be amended. 5. That in the event of breach of any of the above nondiscrimination covenants,the.State shall have the right to terminate the permit and to re-enter and repossess said land and the land and the facilities thereon; and hold the same as if said permit had never been made or issued. 31. MAINTENANCE OF HIGHWAYS: The permittee agrees, by acceptance of a permit, to properly maintain any encroachment.This assurance requires the permittee to provide inspection and repair any damage, at permittee's expense, to State facilities resulting from the encroachment. 32. SPECIAL EVENTS: In accordance with subdivision (a)of Streets and Highways Code Section 682.5,the Department of Transportation shall not be responsible for the conduct or operation of the permitted activity, and the applicant agrees to defend, indemnify, and hold harmless the State and the city or county against any and all claims arising out of any activity for which the permit is issued. Permittee understands and agrees that it will comply with the obligations of Titles II and III of the Americans with Disabilities Act of 1990 in the conduct of the event,and further agrees to indemnify and save harmless the State of California, all officers and employees thereof, including but not limited to the Director of Transportation, from any claims or liability arising out of or by virtue of said Act. 33. PRIVATE USE OF RIGHT OF WAY:Highway right of way shall not be used for private purposes without compensation to the State. I • - ' fr I nn . r ••+ ° nor 'Pa- p �i I �� \ •e !vs O wn III • QApS tvve wo °i�J 'NY e�� MJ N e oA l '?°-= np°wr-O4° :-f• :IA ce _o,J� x°a 1 a ' +;R= ar if-O'� ' 3 ° = `4 I as •40. 3 -• -•c a ii F-,.,g,_',- is= "if o '3s •': 03 ! �•1,1 I I ;II:.1 0-in--IO M_n law _ gfo :g• �-J Q °. 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Y - J O Z t 11 1- "a ' 1+ r.1/1 r T to ., '9 t r1 T. f a a 3 ✓i ^ a < g- no 1- d 1 I-a. r in , am Sr of 2 a o n �, • e`- I .'( Acn $ -- ' - 3 • m s Ii' 1 s Lig CO °o` u a j i .t 1 - > o : _ • r'a•% -CCU : i•V 171 -, •^."r' .e i L11 �NV1d a YQNY1S 9002 � - i < STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT ANNUAL UTILITY PROVISIONS TR-0160 (Rev.12/2006) Any public utility or public corporation,who lawfully maintains a utility encroachment,or their agent,may perform routine or emergency maintenance on such facility in accordance with the following provisions: UE1. EXCLUSIONS: These provisions do not authorize tree trimming, 7. Installations and clearances shall be equal to those required by either work on freeways, expressways, aerial capacity increases on the State of California Public Utilities Commission orders or the" designated "Scenic Highways," or other activities not specifically California Occupational Safety and Health Regulations (CAL- provided for in this permit OSHA),Division of Industrial Safety,Safety Orders,promulgated in the California Code of Regulations,Title 8,Chapter 4,whichever is UE2. POSSESSION OF PERMIT REQUIRED: The permit or a copy greater. thereof shall be kept at the work site and must be shown to any Departmental representative or any law enforcement officer on UE9. WORK PERMITTED-UNDERGROUND: demand. WORK SHALL BE SUSPENDED IF PERMIT IS NOT AT JOB SITE AS REQUIRED. 1. Maintain, inspect, remove, repair or replace (in the same location) all underground facilities except those requiring UE3. NOTICE REQUIRED: The permittee shall notify the trenching in the traveled way. Department's representative and the Transportation Management Center (TMC) 7 days before initiating a lane closure. A 2. Install additional capacity in existing ducts except for facilities conformation notification should occur 3 days before closure. In not in compliance with the Department's current "Manual on emergency situations that may impact traffic, TMC and the High and Low Risk Facilities within Highway Rights of Way"or Department's representative shall be notified as soon as possible. on Structures. UE4. STANDARDS OF WORK: All work shall conform to recognized 3. Install air flow monitoring transducers and piping in existing standards of utili construction and ' 'artment's current Standard ducts. Specifications, 4. Barholing,potholing,cleaning,rodding and placing float ropes. UE5. EMERGENCY REPAIRS: The permittee may make emergency repairs, alter traffic flow, and excavate through improved surfaces 5. Adjust access cover to grade and replace in kind or with larger only when breaks in the conduit,cable,or pipeline over or under the size pull boxes. pavement presents a definite public hazard or serious interruption of essential services. In such cases, the Department's representative 6. Interconnect splicing of cables. shall be notified immediately. 7. Install service connections perpendicular to the highway using UE6. OPEN EXCAVATIONS: No excavation shall be left open after either directional drilling, jacking and boring, or trenching daylight hours unless specifically authorized and adequate protection methods as determined by the District Permit Engineer. for traffic is provided in accordance with General Provisions, Electrical service is restricted to a potential to ground of 300 "" "Public Traffic Control." Backfill and pavement replacement shall volts or less. Gas and domestic water services are restricted to 2" be performed in accordance with General Provisions, "Restoration in diameter or less. and Repairs in Rights of Way." 8. Permanent pavement patching for work authorized by this UE7. TRAFFIC CONTROL HOURS: Work requiring traffic control permit. shall be conducted between 9:00 am. and 3:00 p.m.or as otherwise authorized by the Department's representative. WPB i UE8. WORK PERMITTED - AERIAL: 1. Install additional capacity (in the same location), except facilities . over the traveled way, on designated "Scenic Highways," or on Structures. 2. Maintain, inspect, remove, repair or replace(in the same location) all aerial facilities ex ,t over the traveled wa or on Structures, , 3. Permitter is authorized to clear grasses from around base of poles and excavate around poles for inspection, including tamping and straightening. 4. Perform insulator washing and interconnect splicing of cables. 5. Install or remove service connections with potential to ground of 300 volts or less,except over the traveled way. 6. Install,maintain,remove,repair or replace aerial service connections with potential to ground of 300 volts or less,except over the traveled way,unless specifically stated in permit. UE11 FAILURE TO COMPY: Failure to comply with the terms and conditions above shall be grounds for permit revocation. STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT UTILITY MAINTENANCE PROVISIONS TR-0161 (Rev.05/2006) Any public utility or public corporation who lawfully maintains a utility encroachment, or their agent, may perform routine or emergency maintenance on such facility in accordance with the following provisions(unless updated at some future time, thence the future provisions shall govern. UMI. EXCLUSIONS: covered by individual permits. See Section "UM8-4" regarding service connections for aerial wires. These provisions do not authorize tree trimming, work on freeways, expressways, or other activities UM8. ROUTINE INSPECTION AND MAINTENANCE: not specifically provided for in this permit 1. Routine Maintenance and Inspection: UM2. POSSESSION OF PERMIT REQUIRED: Roadbed work shall be conducted between The permit or a copy thereof shall be kept at the site 9:00 a.m. and 3:00 p.m., or as otherwise of the work and must be shown to any Departmental authorized, in writing, by the Department's representative or any law enforcement officer on representative. demand. WORK SHALL BE SUSPENDED IF PERMIT IS NOT AT WORK SITE AS REQUIRED. 2. Manholes: UM3. NOTICE REQUIRED: The permittee may open existing manholes to repair underground cables. Where the manhole The permittee shall notify the Department's lies within the improved surface of the representative and the Transportation Management highway, the permittee will provide adequate Center(TMC)7 days before initiating a lane closure. protection for traffic in accordance with the A confirmation notification should occur 3 days General Provisions"Public Traffic Control". before closure. In emergency, situations that may impact traffic, TMC and the Department's 3. Excavations: representative shall be notified as soon as possible. Routine inspection and repair of pipeline and UM4. STANDARD OF WORK: cables shall: All work shall conform to recognized standards of A. Not be made in improved surfaces, utility construction and the Department's current landscaped areas or closer than 10' to the Standard Specifications. edge of the pavement without a special permit;and UM5. EMERGENCY REPAIRS: B. Not uncover more than 50' of line at any The permittee may make emergency repairs, alter one time. traffic flow,and excavate through improved surfaces only when breaks in the conduit, cable or pipeline 4. Pole Lines: over or under the pavement present a definite public hazard or serious interruption of essential service. In pennittee is authorized to: such cases, the Department's representative shall be notified immediately. A. Stub, or reset existing pole, provided no UM6. OPEN EXCAVATIONS: change in location of pole or anchor is made. Stubs and anchors must not be No excavation shall be left open after daylight hours placed between existing pole and traveled unless specifically authorized and adequate way. protection for traffic is provided in accordance with the General Provisions"Protection of Traffic." B. Replace poles, guy poles, and crossarms in same location limited to two (2) Backfill and pavement replacement shall be consecutive poles. No additional poles or performed in accordance with the applicable General guys poles are authorized under this Provisions(i.e.,"Restoration and Repairs in Rights of routine maintenance provision. Way"). C. Replace broken pins and/or insulators, UM7. SERVICE CONNECTION: repair broken wires, pull slack wires, and replace or pull broken or slack guys. These provisions do not authorize installation of conduit, cable, gas, or water service connections D. Repair and complete transfer work on within State rights of way,regardless of the location existing aerial cables. of the main, existing conduit, or cable. All new underground or pipe abandon services must be E. Install new and replace existing G. Installations and clearances shall be equal transformers on existing poles. to those required by either the California F. Replace aerial wires and crossarms on Public Utilities Commission Orders or the California Occupational Safety and existing poles except where wires cross Health (CAL-OSHA) Safety Orders, the highway. Unless otherwise whichever is greater. Also see"OH 2"of specifically required by the Department, the Overhead Utility Provisions protected cable, tree wire or plastic tree wire guard used for communication lines H. Clear grass from around base of poles and may be used through trees where excavate around poles for inspection, necessary, provided the appearance of the including tamping and straightening. The tree or the tree itself will not be damaged. use of herbicides or other chemicals is not This section (F)does not apply to scenic authorized by this permit. A separate highway& encroachment permit must be applied for and issued for that purpose. STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT OVERHEAD UTILITY PROVISIONS TR-0162 (Rev.12/2007) OH!. LOCATION POLE LINES,ETC.: shall they be so attached as to girdle the tree or interfere with its growth. Guy wires shall be kept Pole lines shall be located as specifically directed to a minimum elevation above ground as directed. in the provisions of the permit. OH6. ANCHOR: OH2. INSTALLATIONS AND CLEARANCES: No anchor shall be placed closer to the traveled Horizontal clearances,as measured form the edge way than the pole itself. of traveled way to the installation, shall be in accordance with the minimum desirable clear OH7. REMOVE OLD POLES,GUY,and STUBS: recovery zone for a conventional highway which is 20'.In no case is a pole allowed closer than 1.5' The entire length of poles and stubs shall be behind a curb face or less than 2'from the edge of removed from the ground and the holes a slope catch point or a driveway, or within a backfilled. Guy rods shall be removed to a drainage ditch.New installations should adhere to minimum depth of 3'below original ground. setback limits or should be protected. Consideration should be given to placing such OHS. AERIAL CROSSING: encroachments underground in shoulder or parking areas. Also, installations and clearances No work involving new or additions to existing shall comply with applicable orders of the Public aerial crossings shall be performed in rainy,foggy Utilities Commission of the State of California,or or inclement weather which creates hazardous the California Occupational Safety and Health conditions for highway users. (CAL-OSHA) Safety Orders, whichever is greater. OH9. CLEARANCE FROM CURBS: OH3. PERMISSION FROM PROPERTY The face of poles shall not be placed closer than OWNERS: 1.5'from any curb face. OH10. POLE INSTALLATION OR REMOVAL: Where poles are to be installed or removed behind the curb in a parkway that is paved with OH4. CLEARANCE OF TREES: Portland Cement Concrete, the concrete shall be saw cut, removed and replaced to the nearest Unless otherwise specifically required by the score lines or expansion joints. The hole in the Department,protected cables,tree wires or plastic PCC sidewalk created by pole removal shall be tree wire guards used for communication lines temporarily backfilled with 2" minimum may be used through trees where necessary, temporary AC at the time the pole is removed. provided the installation and any necessary Poles are not to be installed without prior pruning does not damage or affect the appearance approval of the final location by the Department's of the tree or the tree itself will not be damaged. field representative. This allowance does not apply to scenic highways. OH1l OH5. GUY WIRES: No guy wires are to be attached to trees except as may be specified in the permit and in no event STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT UNDERGROUND UTILITY PROVISIONS TR-0163 (Rev.05/2006) Highway and Freeway encasement requirements for Transverse crossings of Utility installations, installed by the following methods. The pavement or roadway shall not be open-cut unless specifically allowed under a"UT"permit. Utility installations shall not be installed inside of culverts or drainage structures. The installation of Uncased High Pressure Natural Gas pipelines, on a case by case basis may be allowed, when in compliance with TR-0158 Special Provisions,"Exception to Policy"for Uncased High Pressure Natural Gas Pipelines. Encasement Requirements based on:Installation Method,T pe of Highway Facility and Material Transported in carrier. Bore and Jack Directional Drilling Trenching Facility Type Frwy/Expwy Conventional Frwy/Expwy Conventional Frwy/Expwy Conventional High Risk(Section 605) Encase Encase Encase Low Risk(Section 605) Encase Encase Encase Encase Exempt Facilities(Section 605) Encase Encase Encase Encase Optional Encase Encase Optional Optional Optional Optional Pressurized Fluids Encase Encase Encase Encase Natural Gas Lines Minimum Optional Optional Encana Encase 7.5'Depth(Appendix H) Optional Optional Gravity Flows Encase Encase Encase Note:"Optional"means at the option of the District Permit Engineer. Encase a{-U-:: Optional UG 1. CASINGS: Casings should be steel conduit with a minimum inside diameter E permitteegshall at his expense, representative, the sufficiently larger than the outside diameter of the pipe or ducts to pe pressure from the area accommodate placement and removal. The casing can be either casing between the pavement and the casing from work the new or used steel pipe, approved casing sy casing in order to fill any voids caused by the work covered pipe, or an roved connector system. Used under this permit.The increments for grout holes inside the pipe shall be pre-approved by the Department's engineer or pipe shall be 8'staggered and located 22-1/2 degrees from representative before installation. vertical axis of the casing.Pressure shall not exceed 5 psig When the method of Horizontal Directional Drilling is used to for a duration sufficient to fill all voids. place casing,the use of High Density Polyethylene Pipe(HDPE) F. The installation of multiple casings shall be installed with as casing is acceptable. In specific instances the approval of a minimum of 1-1/2 diameter clearance between casings, Headquarters Office of Encroachment Permits,may be required. but not less than 18". The clearance between casings crossing ee Reinforced Concrete Pipe(RCP)in compliance of State Standard but not less than24sha11 be two (2) diameters minimum, Specifications is an acceptable carrier for storm drain gravity flow or non-pressure flow. RCP when installed by Bore&Jack G. The casings placed within freeway right-of-way shall shall have rubber gaskets at the joints, and holes for growing of extend to the access control lines. voids left by jacking operations,see"E"below. A. All pipes 6"or larger in diameter,or placement of multiple H. than�he casing. used,ds caused by the maximum ng,c larger utters pipes or ducts, regardless of diameters, shall require shall be grouted in accordance with"E"above. encasement. B. Minimum wall thickness for steel pipe casing for different I. Arced square to the heading edge of the casing should be lengths and diameters of pipes are as follows: p q alignment.Fl. The band should not be placed on the bottom edge. Flaring the lead section on bores over 100'shall not be permitted. Minimum Wall Thickness Casing Pipe Up to 150 ft Over 150 ft J. All casing lengths shall equal to the auger length. (Diameter) (Length) (Length) K. The casings within conventional highways shall extend 5' 6"to 28" 1/4" 1/4" beyond the back of curb or edge of pavement, or to the right of way line if less. Where PCC cross-gutter exists, 30"to 38" the casing shall extend at least 5'beyond the back of the 3/8" 1/2" cross-gutter,or to the right of way line if less. Bore and receiving pits shall be: 40"to 60" 1/2" 3/4" 62"to 72" A. Located at least 10'or more from the edge of pavement on 3/4" 3/4" conventional highways in rural areas. B. Located 5' behind the concrete curb or AC dike on C. Spiral welded casing is authorized provided the casing is conventional highways in urban areas. new and the weld is smooth. C. Located 5'outside the toe of slope of embankment areas. D. The ends of the casing shall be plugged with ungrouted D. Located outside freeway right of way. bricks or other suitable material approved by the Department's representative. E. Adequately fenced and/or have a Type-K barrier placed Copies of the survey notes shall be submitted to the around them. Department's representative. F. Adequately shored in accordance with Cal-OSHA D. Sand shields may be required as ground conditions requirements.Shoring for jacking and receiving pits located change. within 15' of traffic lanes on a State highway shall not extend more than 36" above the pavement grade unless E. The method used to check the grade and alignment shall otherwise authorized by Department's representative. be approved by the Department's representative. Reflectors shall be affixed to the shoring on the sides facing traffic. A 6' chain link fence shall be installed around the F. Pressure grouting for liner plates, rib and spiling, or rib perimeter of the pits during non-working hours. and lagging tunnels shall be at every 8' section or at the end of work shift before the next section is excavated.All G. All pits should have crushed-rock and sump areas to clear grouting shall be completed at the end of each workday. groundwater and water used to clean the casing. Where ground water is found and pumping is required, the pits G. A method for securing the headway at the end of each shall be lined with filter fabric. workday is required.Breastplates shall be installed during working hours for running sand or super-saturated soil. UG 2. DIRECTIONAL DRILLING: Bore and Receiving Pits UG 5. HIGH AND LOW RISK FACILITIES: When directional drilling is the approved method for pipe High and Low Risk Facilities, as defined in the Department's installation,drilling plans shall contain information listed as current Manual on High and Low Risk Underground Facilities, follows: shall be installed with a minimum cover of 42". 1. Location of:entry and exit point,access pit,equipment,and UG 6. EXEMPT AND OTHER UNDERGROUND pipe staging area. FACILITIES: 2. Proposed drill path alignment(horizontal and vertical). 3. Location and clearances of all other facilities. A. Exempt Facilities: 4. Depth of cover. 5. Soil analysis.* I. Gas service lines no larger than 2" in diameter or 6. Carrier pipe length, diameter, thickness, and material operating at 60 psig or less. (HDPE/steel)and ream pipe diameter. 2. Underground electrical service conductors with a 7. Detailed carrier pipe calculations confirming ability to potential to ground of 300 volts or less. withstand installation loads and long term operational loads 3. Departmental owned electrical systems. including H20. B. All facilities other than high and low risk shall have a e 8. Proposed drilling fluid composition,viscosity,and density minimum cover of 36" except for service connections, (based on soils analysis). 9. Drilling fluid pumping capacity,pressures,and flow rates which shall have a minimum cover of 30". 10. State right-of-way lines,property,and utility right of way UG 7. DETECTOR STRIP: 11. Elevations. 12. Type of tracking method/system and accuracy used. A continuous metallic detector strip shall be provided with 13. A detailed plan for monitoring ground surface movement non-metallic main installations. Service connections shall be (settlement or heave)resulting from the drilling operation. he a poatiright angles to the centerline of the State highway w * May be waived by the District Permit Engineer for HDD jobs less than 6" in diameter and a traverse crossing less UG 8. BACKFILLING: than 150'. All backfilling shall conform to the applicable sections of the Department's Standard Specifications. Ponding or jetting UG 3. LIMIT OF EXCAVATION: methods of backfilling is prohibited. No excavation is allowed within 10' from the edge of pavement Any required compaction tests shall be performed by a except in curbed urban areas or as specified in the permit. Where certified laboratory at no cost to the Department and the no curb exists and excavations within 10'of the traveled way are laboratory report furnished to the Department's representative. to remain open, a temporary Type-K railing shall be placed at a 20:1 taper or as otherwise directed by the Department. UG 9. ROADWAY SURFACING AND BASE UG 4. TUNNELING: MATERIALS: Review, requirements of Section 623.6 of the Encroachment When the permit authorizes installation by the open cut Permits Manual, if applicable. In addition to the requirements of method, surfacing and base materials and thickness thereof "UG1"the following requirements apply: shall be as specified in the permit. A. For the purpose of this provision, a tunnel is defined as Temporary repairs to pavements shall be made and maintained any pipe,30"or larger in diameter placed. upon completion of backfill until permanent repairs are made. Permanent repairs to pavements shall be made within thirty B. When tunneling is authorized,the permittee shall provide (30)days of completion of backfill unless otherwise specified full-time inspection of tunneling operations. The by the Department. Temporary pavement patches shall be Department's representative shall monitor projects. placed and maintained in a smooth riding plane free of humps and/or depressions. C. A survey grid shall be set and appropriately checked over UG 10. DAMAGE TO TREE ROOTS: the centerline of the pipe jacking or tunneling operation. No tree roots over 3"will be cut within the tree drip line when required to make the entire highway facility available to the trenching or other underground work is necessary roadside trees. The roots that are 3"or more in dame er inside Special Prow Provisions(TR-01 ce with the Steel Plate Bridging i the tree drip line shall be tunneled under and wrapped in burlap kept moist under trees if refilled. orclimbs machines UG 17. PAVEMENT REMOVAL: damaged by their use. PCC pavement to be removed shall be saw cut at a minimum If the trees involved are close together and of such size that it is both sides of the trench.neat pavement shall bbeeesna break t o the impractical to protect all roots over 3" in diameter, or when full depth. roots are less than 4"in diameter,outside tree drip line,special carrangements may be made whereby pruning of the tree tops to Where the edge of the trench is within 2'of existing curb and osane ce the root loss can be done by the permittee under the gutter or pavement edge, the asphalt concrete pavement supervision of the District Landscape Specialist or between the trench and the curb or pavement edge shall be District Tree Maintenance Supervisor. Manholes shall not be removed. installed within 20'of any trunk. UG 18. MAINTAIN ACCESS: UG 11. PIPES ALONG ROADWAY: Where facilities exist (sidewalks, bike paths), a minimum Pipes and conduits paralleling the pavement shall be located as and bi yclist passage through the work area for safe pedestrian shown on the plans or located outside of pavement as close as possible to the right-of-way line. UG 19. SIDES OF OPEN-CUT TRENCHES: UG 12. BORROW AND WASTE: Sides of open cut trenches in paved areas shall be kept as as Borrow and waste will be allowed within the work limits only wider nearly utside�diameter of the pipe to be laid rtherein,,e 2' as specified in the permit. plus the necessary width to accommodate shoring. UG 13. MARKERS: UG 20. EXCAVATION UNDER FACILITIES: The permittee shall not place any markers that create a safety Where it is necessary to excavate under existing curb and hazard for the traveling public or departmental employees, gutter, or underground facilities, the void shall be backfilled with two(2)sack cement-sand slurry. UG 14. CATHODIC PROTECTION: The permittee shall perform stray current interference tests on UG 21. PERMANENT REPAIRS TO PCC PAVEMENT: underground utilities under cathodic protection. The permittee Repairs to PCC pavement shall be made of Portland Cement shall notify the Department prior to the tests. The permittee Concrete containing a minimum of 658 lbs.or 7 sack of cement shall perform any necessary corrective measures and advise the per cubic yard. Replaced PCC pavement shall equal existing Department. pavement thickness. The concrete shall be satisfactorily cured UG 15. TIE-BACKS and protected from disturbance for not less than forty-eight (48) hours. Where necessary to open the area to traffic, no A. Tie-backs shall be placed for the sole purpose of be added to the(2%) mix and e broadeopen d to traffic after six(6) supporting shoring and/or soldier piles placed outside hours. State highway rights-of-way to facilitate permittee's excavation. UG 22. REMOVAL OF PCC SIDEWALKS OR CURBS: B. Tiebacks shall be disconnected from the shoring and/or Concrete sidewalks or curbs shall be saw cut to the nearest soldier piles one(1)year prior to releasing the bond. score marks and replaced with score marks matching eexiling sidewalk or curb. removed UG 16. INSTALLATION BY OPEN CUT METHOD: When the permit authorizes installation by the open cut method UG 23. SPOILS: no more than one lane of the highway pavement shall be open- No earth or construction materials shall be dragged or scraped cut at any one time. Any exceptions shall be in writing by the across the highway pavement,and no excavated earth shall be Department's representative. After the pipe is placed in the placed or allowed to remain at a location where it may be open section,the trench is to be backfilled in accordance with tracked on the highway traveled way, or any public or private specifications,temporary repairs made to the surfacing and that approach by the permittee's construction equipment, or by portion opened to traffic before the pavement is cut for the next traffic entering or leaving the highway traveled way. Any section. excavated earth or mud so tracked onto the highway pavement If, at the end of the working day, or public or private approach shall be immediately removed by not been properly completed, steelanplatee� bridging shall have be the permittee. pavement thickness. The concrete shall be satisfactorily cured UG 23. SPOILS: and protected from disturbance for not less than forty-eight (48) hours. Where necessary to open the area to traffic, no No earth or construction materials shall be dragged or scraped more than two(2%)percent by weight of calcium chloride may across the highway pavement, and no excavated earth shall be be added to the mix and the road opened to traffic after six(6) placed or allowed to remain at a location where it may be hours. tracked on the highway traveled way,or any public or private approach by the permittee's construction equipment, or by UG 22. REMOVAL OF PCC SIDEWALKS OR CURBS: traffic entering or leaving the highway traveled way. Any excavated earth or mud so tracked onto the highway pavement Concrete sidewalks or curbs shall be saw cut to the nearest or public or private approach shall be immediately removed by score marks and replaced equal in dimension to that removed the permittee. with score marks matching existing sidewalk or curb. STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION STORM WATER SPECIAL PROVISIONS for MINIMAL or NO IMPACT Page of 1 TR-0400(Rev 02/2008) 1. GENERAL: The Permittee shall comply with the following 14. CONSTRUCTION MATERIALS: All construction Special Provisions and the direction of the State Representative: materials, including concrete, grout, cement containing premixes, 2. NPDES REQUIREMENTS:The Permittee shall be responsible drainage areas. Stored be terials shall not reach a storm drain. for full compliance with the Caltrans Storm Water Program and the Caltrans NPDES Permit requirements. For additional information, 15. CONCRETE EQUIPMENT: Concrete equipment shall be visit the State Water Resources Control Boards Stormwater Website washed in a designated washing area that prevents effluent from at httpJ/www.swrcb.ca.gov/stormwtr/index.html discharging to drainage conveyances. 3. RESPONSIBILITY FOR DEBRIS REMOVAL: The 16. EXISTING VEGETATION: Established existing vegetation Permittee shall be responsible for preventing all dirt, trash, debris, is the best form of erosion control. Disturbance to existing and other construction waste from entering storm drains, local vegetation shall be minimized whenever possible. Damaged or creeks,or any other bodies of water. removed vegetation shall be replaced as directed by the State Representative. 4. SPOILS AND RESIDUE: The Permittee shall vacuum or sweep any saw-cut spoils, debris, residue, etc. No spoils, debris, 17. SOIL DISTURBANCE: Soil disturbing activities shall be residue,etc.shall be washed into a drainage system. avoided during the rainy season. If construction activities during wet weather are allowed in your permit, all necessary erosion 5. SWEEPING: Roadways and other paved areas shall be swept control and soil stabilization measures shall be implemented. daily. Roadways or work areas shall not be washed down with water. 18. SLOPE STABILIZATION AND SEDIMENT CONTROL: In cases where slopes are disturbed during construction, soil shall 6. VEHICLES AND EQUIPMENT: Permittee shall prevent all be secured with soil stabilization and sediment control measures. vehicles, equipment, etc. from leakage or mud tracking onto Fiber rolls or silt fences may be required downslope until permanent roadways. soil stabilization is established. 7. MAINTENANCE AND FUELING OF VEHICLES 19. STOCKPILES: Sand, dirt, and similar materials shall be AND EQUIPMENT: Maintenance and fueling of equipment stored at least 50'feet from drainage features and shall be covered shall not result in any pollution at the job site.The Permittee shall and protected with a temporary perimeter sediment barrier. immediately clean up spills,and properly dispose of contaminated soil and materials. 20. DISCOVERY OF CONTAMINATION: The State Representative shall be notified in case any unusual discoloration, 8. CLEANING VEHICLES AND EQUIPMENT:The Permittee odor,or texture of ground water,is found in excavated material or if shall clean all equipment within a bermed area or over a drip pan abandoned, underground tanks, pipes, or buried debris are large enough to prevent run-off. No soaps,solvents,degreasers,etc encountered. shall be used in State right of way. Any water from this operation shall be collected and disposed of at an appropriate site. 21. DEWATERING: All dewatering operations shall comply with the latest Caltrans guidelines. Any effluent discharged into any 9. DIESEL FUELS:The use of diesel fuel as a form-oil or solvent storm water system requires approval from the Regional Water is not allowed. Quality Control Board. The Permittee shall provide the State 10. WEATHER CONDITIONS AT WORKSITE: Any activity Representative with a copy of the Waste Discharge Permit and a copy of a valid WDID number issued by the Regional Board. that would generate fine particles or dust that could be transported off site by stormwater shall be performed during dry weather. 11. HOT MIX ASPHALT:Runoff from washing hot mix asphalt shall not enter into any drainage conveyances. 12. PROTECTION OF DRAINAGE FACILITIES: The Permittee shall protect/cover gutters, ditches, drainage courses,and inlets with gravel bags, fiber rolls, etc., to the satisfaction of the State representative during grading, paving, saw-cutting, etc. No such protection measures shall cause an obstruction to the traveling public. 13. PAINT: Rinsing of painting equipment and materials is not permitted in state right-of-way. Oil based paint sludge and unusable thinner shall be disposed of at an approved hazardous waste site. e,2IA frTw - 0 12 NOV 3^ P v 2_____ _ • " i . r II iEDERAL LAWS, RULES REGULATIONS, AND ORDERS WORKERS. Y APPROVED METHOD. IF SL FREE FROM DIRT AND/OR DEBRIS. THE CONTRACTOR RED IN THE STREET CLEANING NECESSITATED BY HIS IEET, GEr AND FRED UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED SIGNAL ST BE SUBMITTED FOR APPROVAL OF ALL LANE MEDIAN (ES OF DETOURS UNDEP SOME CIRCUMSTANCES. E CITY AND AFFECTED PROPERTY OWNERS PRIOR PERMIT NO. 08-1 N-SN-0346 7 OF SAN BERNARDINO DRAWING DEPARTMENT OF PUBLIC WORKS NQ. 1284 f<: TITLE SHEET SHEET 1 OF 4 SHEETS e ONLY: FILE NO. rc 08-009 C.I.P. NO. TC rc 08-009 W.O. NO. 78% STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION EXCERPTS FROM THE CALIFORNIA LABOR LATING TO APPRENTICES ON PUBLIC WORKS Chapter 1 of Division 2 APPRENTICES ON PUBLIC WORKS 1773.3. An awarding agency whose public works contract falls within the jurisdiction 1777.5 shall,within specifically send a copy of the award to the Division of Apprenticeship the local joint apprenticeship committee five days of the cal joi apprenticeship committee, the division shall notify the request Within five days committee e requested by a local joint app apprentice-ship committee making regarding all such awards applicable to the joint app pursuant to the certificated fixed number a discrepancy regarding the ratio of apprentices to journeymen, Apprenticeship Standards• of apprentices n of any en the awarding agency shall notify the Division of of apprentices to journeym payroll records, showing the name, address, social security(a) Each contractor, work and subcontractor traigh shall keep accurate pap' him or her in connection per number, work classification, straight time and overtime hours worked each day and week, and the actual per security an, apprentice, worker, or other employees employed ae dabyyth that her it is made under with wages paid work.each journeyman, public y, stating Each both f the fo to following: contain) h iinvformmatio conttaained in the payroll record is true and correct. with the P stating both of te following: ( } work 'formed by his penalty of perjury. (2)The employer has complied with he requirements of Sections 1771, 1811,b dcer8tilfied for shall be available for or her employees on the public works project. A certified available of (b) The payroll records enumerated under subdivision (a) basis: (1) inspection contractor the following to the employee or ss op of inspection at all reasonable eeco d°shall.be rm de principal e forhinspe Lion on the foeowing an employee's payroll A certified copy of all payroll records enumerated in subdivision contract,shall the or her representative for inspection on request (2) upon request to a representative of the body awarding authorized Apprenticeship Standards of the Department of Dade avail Labor for inspection Enforcement,or furnished uao sof a made event of Indisi ri of Labor Standards d copy and yroll records enumerated in subdivision ub shall be mdee through A certifed copy est b the p Industrial Relations. (3) inspection or for copies thereof. However,a request by upon request bby ody the public for ionpe Apprenticeship Standards, or the Division of Labor Standards either the ntdy awarding the contract, the Division of App rovided pursuant to paragraph (2), the requesting Park' records have not been P P the contractor, subcontractors, and shall, pment If the requested payroll shall, prior to being provided the records, reimburse the costs of preparation access to the records at the Principal the entity through which the request was made- The public shall not be given office of the contractor. provided by the Division of Labor Standards Enforcement or (c)The certified payroll records shall be°ovi'ded by the division. shall contain the same information subcontractor tr as the forms provided the records enumerated in subdivision (a) with (d) A contractor or subcontractor shall file aafter ire Pt of a written request- the entity(e) Any y requested of records records ma within available daps (e) Any r�nticeship Standards, or the Division of Labor Standards cu of t err c r s whin 1 days recei as copies and furnished upon request to the public or public agency by the awarding body, the Division of Apprenticeship Division and Labor Standards ndards any p performing,and social cia contract esecurity Enforcement The shall and d marked or obliterated to torvawt disclosure of a individual's or h n ntrac furnished n,a joint labor- management copy of records made available for inspection by, number. The name and address of the contractor awarded the contract or the subcontractor Act of 1978 (Section 175a shall note marked e obliterated.Any PY revert disclosure Act an individual's 8(Seco name management committee established pursuant to the federal Labor Management Cooperation be marked or obliterated only to prevent action in a court competent name of Title social of the United States Code)t labor management committee may maintain A and social security number. o joint employee against wan ages es and who fails the ointlabor 1774. The committee oreasonable attorney's fee and costs may award award the j not be based on the employer's employee for unpaid wages and may this subdivision limits any other incurred class in misclassification the craft the action. r action under this subdivision Nothing in misclassification of the craft of a worker on certified payroll available remedies for a violation of this chapter.awarding the contract of the location of the recosdsrovide anotice ur under a (f)The contractor seal]inform the body and unty, and shall,within five working day ,P subdivision(a),including the street address,city county, change of location and address. days in which to comply subsequent to receipt of a written (gj The the records enumerated subcontractor shall have 10 day In the event that the contractor or subcontractor s to notice requesting the records period, h e ors in subdivision shall, as a penalty•ty or bdon thereof,for each behalf od, he or she shall, sal to the state or political subdivision on whose behalf e comply pis made the 1 awarded,edit five dollars($25) for each calendar day,or po ion thereof, or the each ch work r, contract is made i awarded,forfeit effectuated. pty n the request of the Division of App rats then due.A contractor is not Labe strict compliance a ent, ths ennaalties shall be withheld from progress payments t to a Standards penalty these sr subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section. the contract shall cause to be inserted in the contract stipulations to effectuate this (h) The body awarding section, (i) The director shall adop t rules consistent with the California Public Records Act, (Chapter 3.5(commencing with Section 6250), Division 7,Title 1, Government Code) and the Information Practices Act of 1977,(Title L8(commencing with Section 1798),Part 4,Division 3, Civil Code)governing the release of these records,including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. (j)This section shall remain in effect only until January 1,2003,and as of that date is repealed,unless a later enacted statute,that is enacted before January 1,2003,deletes or extends that date. 1776. (a) Each contractor and subcontractor shall keep an accurate payroll record, showing the name,address,social security number,work classification, and straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman,apprentice,worker,or other employee employed by him or her in connection with the public work. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis: (1)A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision(a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However,a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c)The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. (d) Each contractor shall file a certified copy of the records enumerated in subdivision(a)with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body,the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address,and social security number.The name and address of the contractor awarded the contract or performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978(Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent disclosure of an individual's social security number. (f)The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision(a), including the street address, city and county, and shall, within five working days,provide a notice of a change of location and address. (g)The contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects the contractor must comply with this section. In the event that the contractor fails to comply within the 10-day period,he or she shall,as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement,these penalties shall be withheld from progress payments then due. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section.These stipulations shall fix the responsibility for compliance with this section on the prime contractor. (i) The director shall adopt rules consistent with the California Public Records Act, (Chapter 3.5(commencing with Section 6250), Division 7,Title 1, Government Code) and the Information Practices Act of 1977, (Title 1.8(commencing with Section 1798),Part 4,Division 3, Civil Code)governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. (j)This section shall become operative January 1,2003. 1777.5.(a) Nothing in this chapter shall prevent the employment of properly registered apprentices upon public works. (b) Every apprentice employed upon public works shall be paid the prevailing rate of per diem wages for apprentices in the trade to which he or she is registered and shall be employed only at the work of the craft or trade to which he or she is registered. (c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards that have been approved by the Chief of the Division of Apprenticeship Standards and who are parties to written apprentice agreements under Chapter 4 (commencing with Section 3070) of Division 3 are eligible to be employed at the apprentice wage rate on public works. The employment and training of each apprentice shall be in accordance with either(1) the apprenticeship standards and apprentice agreements under which he or she is training or(2) the rules and regulations of the California Apprenticeship Council. (d) When the contractor to whom the contract is awarded by the state or any political subdivision, in performing any of the work under the contract, employs workers in any apprenticeable craft or trade, the contractor shall employ apprentices in at least the ratio set forth in this section and may apply to any apprenticeship program in 2 public work for a certificate approving the contractor apprentices to the site of the p of apprentices a certificate the area or industry affected. the craft or trade that can standards app I ent and training under However,the decision of seaar for the employment to approve or deny a certificate shall be subject eco contractor, the Te ap ntic or programs, upon approving However,the decision of the apprenticeship The apprenticeship program contractor nticesbiP program s Administrator of Apprenticeship' scan ae for the not be r of apprentices it my addtr anal p cation n order to include additional s craft public trade contracts under not be required A submit any additional app works program. "Appreniiceable craft or trade," as and regulations section,Prescribed by the used in this contracts under that antic occupation in accordance with subcontractor p prescribed under a theta California alif who Apprenticeship determined as an apprenticeable used in this "contractor' includes any Apprenticeship Council- As used in oils �bdi�'sion(o}. eve contractor shall submit contract award performs any public to works not excluded by contractor the site of the public work. and (e) Prior to commencing work on a contract for public works, every information to an applicable elude apprenticeship program that can supply apprentices of journeyman hours to be performed the s under the the public the work. number The approximate dates the apprentices would be A copy of this information submitted prproposed atoll include a estimate Within A days after ro usod be u be employed,and the app if requested by the awarding body if requested, of apprentices p P concluding shall also be submitted to the awarding body and apprentice the awarding ding performed on die and t concluding apprenticeship on the ip prop mm each verified statement of the journheyman and to the aw g retain this and o the The information under public. The apprenticeship programs contract. The information under this subdivision shall be apprentices to the area of the site of the public work shall information for 12 months• that can supply aFP for women and minorities. {f} The apprenticeship program apprenticeship and affirmative erf performed action re app en employed in a particular craft or trade on the ensure equal employment armed by apprentices o journeymen apprenticeship standards under which the (g)The ratio of work p,rf stipulated in the public work may be no higher than the ratio slip agrees to be bound by those standards,but,except as otherwise operates where the contractor agr one hour of apprentice work for every five hours of apprenticeship program Fe provided in this section, in no case shall the ratio be less any day or portion of a day when any journeyman work. an work shall apply during the day by (h)This ratio of apprentice work o journeyman computed on the basis of the hours worked during an is employed at the jobsite and shall be comp ed on excess basis eight hours per oak worked or during hours per y by journeyman journeyman computed as journeymen.used employed.Any work performed by a j to apprentices for the number of hours comp te,the of a subcontractor,before the end of the subcontract tt ow that the shall not be used o calculate the ratio.The contractor shall employ P above before tor shall end avthe contract greatest extent possible,to employ apprentices during the same me is not feasible contractor shall endeavor, to the pre at the jobsite.Where an hourly apprenticeship application of an en in the same craft or trade are employed Apprenticeship Standards, upon app en in a f an journeym or trade, the Chief of the Division of App rentice for each five journeymen for a particular craft um ratio of not less than one app apprenticeship program,may order a minim this section that has agreed to be covered by an apprenticeship program's or trade classification. previously approved for an apprenticeship (i) A upon the issuance ncerof by approval certificate, or that has been g Y app rentices a renteymen program upon craft is or trade,, the employ the number of apprentices or the ratio of app program in the eraft li trade, standards, but in no event less than the 1-to-5 ratio required by stipulated in the applicable apprenticeship rentices in a particular craft or trade in subdivision p by a contractor that he or she employs apprentices apprentice work for every five (j} Upon proper showing 9 Standards may grant a certificate en, the Chief of the Division of Apprenticeship the state on all of his or her contracts on an annual average of not less than one hour of ap hours of labor performed by journeymen, the discretion to grant to a participating contractor or contractor exempting the contractor from the 1-to-5 hourly ratio,as set forth in this section for that craft Apprenticeship,exempting the (k) An apprenticeship e which pall be subject has approval of the Administrator of ApP which shall be subject to the app one of the following conditions is met:{1) contractor a certificate, in this section when it finds that any e of following owing conditions d The number met: 1) contractor from the the previous ratio set forth period in the area exceeds an average rend. (2) The craft m or trade for the previous thexc-month pe There is a showing that the aPP Unemployment, a apprenticeship training, either on a statewide of is replacing apprentices at training e the area exceeds is journeymen a ratio of 1 to u lll through pP public works contract nastawould is replacing al}east one-thirtieth of its jof an apprentice annually ant of an apprentice t°any work performed under a p es or the public at or property,-of fellow employees provided public a basis or on a local basis.w (4)ould Assignor ed is of a nature that training cannot be create a condition, pec that would Jeopardize his n her is or the life,safety, P Pe large,or the specific task to which the apprentice is o be assign journeyman, granted pursuant to subdivision(k)to an organization that represents contractors in (1)trade an,the 1-ion is ar covered re by the approval to local joint apprenticeship committees,if they are already a specific trade from the 1-to-5 ratio on a local or statewide basis, the member contractors will not be require • submit individual applications for apgr local apprenticeship (m) 1 A contractor retractor to performing any of the work under the contract, (m) (n journeymen contractor pr whom a contract is awarded,who,in Pe reap c g contribute of the California apprenticeship apprentices in any apprenticeable craft or trade wall contribute to the C Apprenticeship journeymen or app payments to the Apprenticeship public works site. A contractor may take as a credit for paym Council the same amount that the director determines is the P 1 apprentices to the training any ns in the the to an approved apprenticeship program that can supply ppr paid by die add the amount of the contributions in computing his or her bid council any umounts p site of the public works project.The contractor may for the contract 3 (2) At the conclusion of each fiscal year, the California Apprenticeship Council shall distribute training contributions received by the council under this subdivision, less the expenses of the Division of Apprenticeship Standards for administering this subdivision, by making grants to approved apprenticeship programs for the purpose training apprentices. The funds shall be distributed as follows: (A) If there is an approved multiemployer apprenticeship program serving the same craft or trade and geographic area for which the training contributions were made to the council, a grant to that program shall be made. (B) If there are two or more approved multiemployer apprenticeship programs serving the same craft or trade and geographic area for which the training contributions were made to the council, the grant shall be divided among those programs based on the number of apprentices registered in each program. (C)All training contributions not distributed under subparagraphs(A)and the future expenses of administering this subdivision. (3) All training ( ) (B)shall u be uan to defray subdivision shall be deposited in the A among coatributions received pursuant to this Po ppeenticeship Training Contribution Fund,which fund is hereby created in the State Treasury. Notwithstanding Section 13340 of the Government Code, all money in the Apprenticeship Training Contribution Fund is hereby continuously appropriated for the purpose of carrying out this subdivision and to pay the expenses of the division in administering this subdivision. (n) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. The stipulations shall fix the responsibility of compliance with this section for all apprenticeabie occupations with the prime contractor. (o)This section does not apply to contracts of general contractors or to contracts of specialty contractors not bidding for work through a general or prime contractor when the contracts of general contractors or those specialty contractors involve less than thirty thousand dollars($30,000). (p)All decisions of an apprenticeship program under this section are subject to Section 3081. 1777.6. It shall be unlawful for an employer or a labor union to refuse to accept otherwise qualified employees as registered apprentices on any public works,on the ground of the race,religious creed,color, national origin, ancestry, sex,or age,except as provided in Section 3077,of such employee. 1777.7. (a) (1) A contractor or subcontractor that is determined by the Chief of the Division of Apprenticeship Standards to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding one hundred dollars($100)for each full calendar day of noncompliance.The amount of this penalty maybe reduced by the Chief if the amount of the penalty would be disproportionate to the severity of the violation. A contractor or subcontractor that knowingly commits a second or subsequent violation of Section 1777.5 within a three-year period, where the noncompliance results in apprenticeship training not being provided as required by this chapter, shall forfeit as a civil penalty the sum of not more than three hundred dollars ($300) for each full calendar day of noncompliance. Notwithstanding Section 1727, upon receipt of a determination that a civil penalty has been imposed by the Chief, the awarding body shall withhold the amount of the civil penalty from contract progress payments then due or to become due. (2) In lieu of the penalty provided for in this subdivision, the Chief may, for a first-time violation and with the concurrence of an apprenticeship program described in subdivision (d), order the contractor or subcontractor to provide apprentice employment equivalent to the work hours that would have been provided for apprentices during the period of noncompliance. k (b) In the event a contractor or subcontractor is determined by the Chief to have knowingly committed a serious violation of any provision of Section 1777.5, the Chief may also deny to the contractor or subcontractor,and to its responsible officers, the right to bid on or be awarded or perform work as a subcontractor on any public works contract for a period of up to one year for the first violation and for a period of up to three years for a second or subsequent violation. Each period of debarment shall run from the date the determination of noncompliance by the Chief becomes a final order of the Administrator of Apprenticeship. (c) (1)An affected contractor, subcontractor, or responsible officer may obtain a review of the determination of the Chief imposing the debarment or civil penalty by transmitting a written request to the office of the Administrator within 30 days after service of the determination of debarment or civil penalty.A copy of this report shall also be served on the Chief. If the Administrator does not receive a timely request for review of the determination of debarment or civil penalty made by the Chief, the order shall become the final order of the Administrator. (2)Within 20 days of the timely receipt of a request for review, the Chief shall provide the contractor, subcontractor, or responsible officer the opportunity to review any evidence the Chief may offer at the hearing. The Chief shall also promptly disclose any nonprivileged documents obtained after the 20-day time limit at a time set forth for exchange of evidence by the Administrator. (3)Within 90 days of the timely receipt of a request for review,a hearing shall be commenced before the Administrator or an impartial hearing officer designated by the Administrator and possessing the qualifications of an administrative law judge pursuant to subdivision (b) of Section 11502 of the Government Code. The affected contractor, subcontractor,or responsible officer shall have the burden of providing evidence of compliance with Section 1777.5. (4) Within 45 days of the conclusion of the hearing, the Administrator shall issue a written decision affirming, modifying,or dismissing the determination of debarment or civil penalty.The decision shall contain a statement of the factual and legal basis for the decision and an order.This decision shall be served on all parties and the awarding body pursuant to Section 1013 of the Code of Civil Procedure by first-class mail at the last known address of the party that the party has filed with the Administrator. Within 15 days of issuance of the decision, the Administrator may reconsider or modify the decision to correct an error, except that a clerical error may be corrected at any time. (5)An affected contractor, subcontractor, or responsible officer who has timely requested review and obtained a decision under paragraph(4) may obtain review of the decision of the Administrator by filing a petition for a writ of mandate to the appropriate superior court pursuant to Section 1094.5 of the Code of Civil Procedure within 45 days after service of the final decision. If no timely petition for a writ of mandate is filed, the decision shall become the final order of the 4 Administrator Administrator shall be affirmed unless the petitioner shows that the Admuu petitioner claims that the findings are not supported by the evidence, abuse of Administrator. The decision of the Admini supported by substantial evidence in light of abused his or her discretion.ed i t c the Pe Administrator and file is with evidence clerk light of the tdiscretion e re reestablished if the court determines copy of the final order f the sAdmin or has or had a place of the entire court in any county Chief may certify the a cect person assessed hd a in the county in which the affected contractor or s for the age�e Pe superior.The in any ediatel upon the filing, shall enter business.The clerk,imm y judgment entered pursuant to this section shall bear the same rate of interest law on other d order.A r jud is and be given the same preference allowed by amount shown on the certified taxes. charge for the service performed by�n or her pursuant to this and shall have the erne effect as other judgments the Chief imposing a penalty judgments rendered for claims for that has withheld funds in response a to a determination e C ief imposing ng a pen the and section. c an shall, upon copy of a final order of the Administrator, under this section shall, upon receipt of a certified ator. ro is not liable withheld funds,up to the amount of the certified order,to the Admini.5, a of the subcontractor's failure le d If a subcontractor is found to have violated Section 1777.5, the prime contractor of the project{ } unless the prime contractor had knowledg with any of the following to for any penalties under ns of Section(a), prime contractor fails to comply any of of work on comply with the provisions cont sf Section d be a unless the p the public requirements: { } provisions of Sections 1771, 1775, 1776, 1777. o 1813, the 1815. 1 The contract executed between the contractor and the subcontractor or the performance _ the public works project shall include a toPY of the p but not limited to, periodic review of the (2)The contractor shall continually monitor a subcontractor's use of apprentices required to employed Io the required works project pursuant subdivision Upon of Section 1777.5,aware including,failure on becoming aware of a failure of the subcontractor to employ funds due number r of app of the subcontractor.contrac contractor al take corrective action, including, but not limited to, retaining number of apprentices,work the performed tdr shall public works project until the failure is corrected. (4)Prior to making the �°wed on the p the contractor shall obtain a the subcontractor paymnt to for work ire performed on the public works project, r has employed shall the required declaration payment to the subcontractor for work p declaration signed under penalty of perjury from the subcontractor that the subcontracts number of apprentices on the public works project- the awarding body pursuant to this section shall be deposited in belles bean entity (e)Any funds withheld by body if the awarding if the awarding body is a state entity, or in the equivalent fund of an awarding �' whether a violation is other than the state. the amount of a monetary penalty,in determining should be debarred for violating this section, all of the (fj The Chief shall consider,in setting has committed other serious,following and in determining ng whether and the how long a party Whether the party remedy the following circumstances: (1) Whether the vi°lotion was mtentionaL (2) took steps to voluntarily violations of Section 1777.5. (3)Whether, upon notice of the violation, the party k opportunities for apprentices. e harmed resulted in or paining opport programs. If a enrty seeks violation. (4) Whether, and to what extent, the violation resulted in lost training P impose a monetary penalty or period of debarment, the Administrator shall decide Whether, and to what extent,the violation otherwise harm review of a decision by the Chief to imsa the same factors set forth above. lotions of the de nano the appropriate penalty,of considering sitthe (g) The inters adopt regulations to establish guidelines for the imps citation , considering ring the and this section shall be in accordance with the re o f mno California y Apprenticeship and Council. The debarment may P of monetary penalties and periods of debarment and may designate precedential decisions under Section 11425.60 of the Government Code. CALIFORNIA LABOR CODE SECTIONS ARE AVAILABLE NOTE: THE ABOVE �.�,�_.ov FROM THE INTERNET DAS 10 (Rev. 04-02) 5 Division of Apprenticeship Standards -Public works information Page 1 of 2 '*ge.coP e to the Caft orrt,a DEPARTMENT OF INDUSTRIAL RELATIONS Division of Apprenticeship Standards -Public works information In general, public works refers to construction projects that are paid for in whole or in part out of public funds, or if private funds are used,more than 50 percent of the square footage is leased to a public entity. Because of this,there are laws regarding many aspects of the construction projects to protect the public's interest. One of the legal requirements for working on a public works project is the employment of apprentices. The Division of Apprenticeship Standards provides assistance to contractors in employing apprentices on public works sites. Important Notices Changes to Code of Regulations Section 230.1 Regarding the err cicyment of adorer-tides or P :lo horks. E ectve for oroiects bid on or after 711/2009. Fxemotion Request for Coeratinc Fnriireers& Laborers ='AS 2300-002 Residentia Wages ` SAS 2009-001 How to deterrrine prevaiiirc rate of cay for yd... aporeriice,=r Basics Are you interested in bidding on a public works project and not sure where to start when it comes to complying with the .aw and hiring apprentices? Have you been awarded a public works contract? 0:ick.here to see a iistiic of contractors and incividu=ais w'o have neer.decarred . -eci.entiv Askea Questior'.s Interactive t' dal bases 1. If you are looking to check the accrenr;ces ;o status f a:^ inc vIc a this database can give you the information you need. 2. If you are looking to find apprenticeable crafts and the contact information for those e crentices c roo a s your area this database sorts by county and craft and gives you contact information. 3. If you are looking to find out if training ft.rds have been paid o a oomractor working on a public works project this database can provide you information. 4. If you are looking for the additional aopren iceshic, wage information as noted in the general prevailing wage apprenticeship schedules, published by the Division of Labor Statistics and Research . Forms 1. Public Works Contract Award Information-DAS Form 140 -version.°version 2. Request for Dispatch of an Apprentice-DAS Form 142 version kr version 3. Training Fund Contributions-California Apprenticeship Council-CAC Form 2(Rev 7/11). (.pdf format, 52kb) 4. Directions to complete CAC form 2 (7/11) 5. If you are an awarding body,this is the form you need: To contract to oertr r cublic works under Labor Code section 1777.5-DAS Form 13-(Rev 5/01) (.pdf format, 16kb) For more information on public works: DIR Public Works Tool Kit Excerpts from the California Labor Code Re€atinc cc,A Gran as or P .:id -DAS10(Rev 4/02) (.pdf format 55kb) " a• _ !T1 A 0/T9..1.1: �� eVnrmc htm 7 i Division of Apprenticeship Standards-Public works information Page 2 of 2 Division of Labor Standards Enforcement Public Works Manual Laws and Regulations The Division of Labor Standards Enforcement enforces labor law related to the payment of prevailing wage and working conditions. The Division of Labor Statistics and Research conducts labor research and provides statistics for public works projects. Fifes in Adobe Acrobat PDF_A-format are viewed�nrnlo d the Acrobat re Acrobat Reader from Adobe's web site at Acrobat installed on your computer,you should support [u ins,you www.adobe.ccsm download instructions are available rowse fit supports plug Os or,yf it does no#vsupp�p the Acrobat Reader you can view PDF ou documents in your web can save the file(s)to your hard drive and view them by opening them in Acrobat Reader. Kncvarn*ino PYcb#erg. July 2011 Conditior!s of i se 17-iva- Policy Copyright©2011 State of California 7/27/2011 ,_.�._,r�______. a. -- -- ,rn A cfa,,INnr�7(Tnrie-cFnrrnc Mm CONSTRUCTION INFORMATION SIGN / ca 01 CP L (V o o ti >, O O w V M 11 Immo to as a. co I. \\ill L as c +a 4.• = E N ca L O L. Pi _ m c co — U. V3 III o o N Co .— w E co O v u- 2 1 mila to m � Z I1 : I -- L l 0 C.) ip • a v • LIGHT EMITTING DIODE LUMINAIRES ( LED ) INFORMATION & SPECIFICATIONS MANUFACTURER INFORMATION & INSTRUCTIONS , MASCO CASTInTACT® DETECTABLE WARNING I 2 EACH 2'x 2' PANELS I - 401\ sPvt FLARE SLOPES 10%MAXIMUM , 1 i cs3 1:1 TAPER-NORMAL \ i MANSION(El)OR 4 CONTROL MINTS(CI) \,.. \ SEE wyrEs / \ SIDEWALK KEW TED) cs //,/ 4 / 1220mm(48")PERPENDICaAR RAMPS / / OPTION 4 i (FOR NARROW MMUS) 1 7 / / 1/ 7 1 / , . , THE SELECTION AND USE OF THIS DRAWING ' - 'JUL SLOPE 1 '--1220mm(481 MINIMUM ; , -.1 WHILE DESIGNATED ItE ACCORDANCE WITH It l' I GENERALLY ACCEPTABLE ENGINEERING PRINCIPLES AND PRACTICES,IS THE SOLE RESIVEISEIKTrY OF THE USER AM)SHOULD NOT BE USED WITHOUT CONSULTING A GENERAL NOTES REGISTERED PROFESSIONAL ENGINEER 1. SIDEWALK RAMP DETAILS ARE BASED ON UNITED STATES ACCESS BOARD STANDARDS. 2. PLACE TRUNCATED DOME DETECTABLE WARNING PANELS AT THE BASE OF CURB RAMP. INSTALL ACROSS FULL WIDTH OF RAMP A MINNUM 610mm on IN DEPTH AND SET BACK 200mm(r)FROM GRADE BREAK 3. SIDEWALK CURB RAMP SLOPES SHOWN ARE RELATIVE TO THE TRUE LEVEL HORIZON(ZERO BUBBLE). 4. SIDE FLARES THAT ARE NOT PART OF THE PATH CF TRAVEL MAY BE ANY SLOPE. 5. FOR THE PURPOSES OF THIS DRAWNG,A CURB RAMP IS CORNERED'PERPENDICULAR'IF THE ANGLE BETWEEN THE LONGITUDINAL AXIS OF THE RAMP AND A TANGENT TO THE CURB AT THE RAMP CENTER IS 75 DEGREES OR GREATER 4 8. JONES ARE REQUIRED AT ALL SIDEWAUC RAMP SLOPE BREAKS.EXPANSION JOINTS ARE REX:MENDED BETWEEN EXISTING CONCRETE AND NEW CONCR E WHERE MIMIC/03LE(REFER TO ACI 360R) 7. SIDEWALK FLARE IS NOT NECESSARY WHERE THE RAW IS PROTECTED FROM PEDESRIAN CROSS TRAVEL 8. THICKEN CONCRETE UNDER DETECTABLE WARNING PANEL 4 9. IN EXTREME CLIMATES LEAVE 311r GAP BETWEEN SQUARE CUT PANEL JOINTS AND SEAL WITH COMPATIBLE ELASTOMERIC SEALANT. 10. ONLY USE DETAILS ALLOWED BY JURISDICTION. E.J.=EXPANSION JOINT . i MASCO C.J.--.CONTROL JOINT al For more nIcimadon geese Nst liNIIIIINIM.11.11•11.11111111a CASUnTACT.corn MASONS SUPPLY Rem) Vandal Resistant Pull Box Insert Specialty 4 xick I Z- t3 Overview .� McCain's Vandal Resistant Pull Box Insert is a simple and effective means to reduce and discourage copper theft;providing - safety and security to pull boxes of all types and sizes. Copper theft is a rising problem across the country,increasing 500% since 2001. This is not only costly to taxpayers and timely to repair,it can also create dangerous conditions and pose a serious threat to the national infrastructure,according to a recent analysis by the FBI The unauthorized removal of existing copper can cause serious issues,including but not limited to loss of traffic signals,street lighting,and communications resulting in accidents,traffic delays,and injuries. Protect your valuable assets and infrastructure with McCain's Vandal Resistant Pull Box Insert Benefits Product Description - Standard and custom sizes available The McCain Vandal Resistant Pull Box Insert provides security and safety against unauthorized persons attempting to enter • Manufactured from hot dipped galvanized steel to pull boxes. It is designed to quickly retrofit existing or new pull prevent rusting box installations in a matter of minutes without tools. - Easily retrofits existing pull boxes The insert is manufactured from hot galvanized steel to • Proven and tested third generation design prevent rusting and used in combination with an of the-shelf padlock furnished by the user. To resist it from being easily cut - Grounding kit and removed with bolt cutters,the lid partially covers the lock. McCain's Vandal Resistant Pull Box Insert fits most standard pull boxes and specifications for traffic signals,street lighting, electrical and communication applications. Custom sizes are also available. McCain ir, _rte Vandal Resistant Pull Box Insert Standard Features Lid forms integral cover over lock shackle • Lock housing welded to bottom of lid '~v • Mounting brackets,with tapped grounding holes(2) • Tabs on mounting brackets slip under pull box walls • Grounding kit includes bolts and washers to fasten ground wire to brackets(2 ea.) General Specifications Dimensions: Varies according to style and size of pull box Thickness: Lid and Lock Box:3/16" Mounting Brackets and Lock Hasp:1/4" Material: Steel Finishes: Hot dipped,galvanized ,, ii Shipping Weight 28"L x 15"W:39 lbs (typical examples) 21"L x 11"W:25 lbs ` , Options - -, • Custom sizes Custom mounting (4. , , ," ________ a _. If Iit To team more about gi McCain`s Integrated Traffic Solutions,please contact info @mccain-inc.com or call(760)727-8100 2365 OAK RIDGE WAY VISTA,CALIFORNIA 92081 USA WWW.MCCAIN-INC.COM _. sr lff September 11, 2003 TESCO TRAFFIC 22 BBS 1400XL-6 Traffic Signal Uninterrupted Power Supply Project: Traffic Signal Battery Backup System Specifications: ENCLOSURE SPECIFICATIONS: Anodized aluminum weatherproof enclosure shall house BBS and batteries. Enclosure shall be TIG welded construction with welding materials specifically designed for the material to be welded. Enclosure shall have fully framed side hinged outer doors with swaged close tolerance sides for flush fit with drip lip and closed cell neoprene flange compressed gaskets. Front door shall incorporate a full-length piano hinge, pad-lockable draw latch (center area on door-latch side). There shall be no exposed nut, bolts, screws, rivets or other fasteners on the exterior of the enclosure. Maximum cabinet dimensions 46" H x 20" W x 10.25" D. Weight 250 lbs with batteries. BBS shall be mounted in an interior tilt out housing with 800 lb rated stops. Battery connectors shall be Anderson Connectors with silver plated contacts. Batteries shall be installed in fixed position framed trays for seismic safety and be readily accessible for maintenance. Batteries shall be mounted allowing airflow front and back. Enclosure will include one transfer bypass switch for BBS bypass. All switches must be panel mounted on interior dead front panel board. UV resistant plastic laminated nameplates shall identify all controls and major components. A plastic covered wiring diagram will be attached to the inside of the front door. All components shall be factory wired and conform to required NEMA, NEC, and UL standards. A chassis ground point shall be provided. Panel shall be UL 508 Industrial Control Panel rated. BBS PANEL MINIMUM FEATURES: • System shall provide 700 watts of full control run time for two (2) hours. In addition the system shall provide six(6)to eight(8) hours of flash. • BBS bypass and BBS isolation switch. • Deadfront safety panel board with all switches, indicating fuses, plugs, and isolation fuses for each battery pre-wired with phenolic nameplates. • All nameplates shall be screwed on phenolic engraved type. • All wire terminating lugs shall be full wrap around type. • All batteries shall be captive spaced from external captive sides in earthquake proof buckets. • Cabinet ventilation shall be by (qty. 2) 4" x Il4" louvers top and bottom with encapsulated bug screens, cleanable filters and a 100cfm fan to completely exchange air 25 time minimum per minute. • All DC terminals and connections shall incorporate safety covers such that the safety covers are in place for every normal maintenance mode. • Event Counters & Total Run Time Counter. Page 1 of 4 BBS UNIT MINIMUM SPECIFICATIONS: BBS unit shall provide a true sine-wave output with minimum 40�e°lmti�pumcorat�ing for wattage BBS must provide for utility service isolation when operation.an intersection with LED lights (for output will be 950 watts. The BBS shall be capable of running Run Time consult manufacturer). The unit shall operate provisions,off-line, and wit transfer t time batteries or less, , with battery condition indicator, with automatic test p batteries in system). BBS will automatically recharge batteries from full discharge to 95% capacity within 6 hours. BBS will provide on-line operation +/- 0.05% over input of 92 to temperature range of -37°37° C full load output of 120VAC — 10% / +4% at (optional adder)to+74° C and be a UL Approved Design. For Safety and maintenance the BBS shall not exceed 28 pounds. The BBS unit will be delivered with maintenance manuals and schematic diagrams. BBS UNIT MINIMUM FEATURES: • 1400VA 950 Watts,with quick make/break connectors and plugs. (Systems requiring hard wiring termination to/from the inverter are unacceptable). • Surge energy withstand 480 Joules, 6.5kA • Common mode clamping 0 ns<5ns typical UL 1449 • Conditioned power—Computer quality • Transient lighting protection— 160 Joules • Transfer to battery time—2 ms • Retransfer to utility—2 ms • Each battery shall be 24 volts @ 18 AH with heavy duty Anderson plugs and isolated fused (deadfront panel mounted 30 amp) connections to the BBS for greater system reliability and ease of maintenance. Series wiring is unacceptable. • Fan cooling shall be fused for locked rotor current. • Cooling air shall be ducted to cool the front and back of each battery with air space on all four sides and top of battery. • BBS covers shall be 60% open on both sides to diminish the environmental effects of extreme temperatures. • Includes USB &RS232,DB9 Computer Interface Ports. • Low voltage safety design at 24v DC. (Higher voltage DC systems are unacceptable). BBS COMMUNICATIONS MODULE: All inverter connections shall be made without the us f tools. �s includes: A/C-Input, A/C-Output, Normally-Open,and Normally-Closed programmable Smart Slot Relay I/O Module; Input#1 Turn the BBS on. Input#2 Turn the BBS off. Input#3 Start the BBS self-test. Input#4 Shut down the BBS (when on battery). Output#1 The BBS is on-battery(during a power failure, self-test or run time calibration). Output#2 BBS has a low battery—Programmable. Output#3 The protected load is not receiving power from the BBS. Output#4 Replace the BBS batteries. Output#5 The BBS is overloaded. Output#6 Any BBS fault or self-test failure. Page 2 of 4 BATTERIES: Batteries shall be maintenance-free, type AGMIVRLA (Absorbed Glass Mat / Valve Regulated Lead Acid), such as APC Smart-UPS RMXL or approved equal. Batteries shall be independently pre-wired individually fused. Batteries shall be furnished with heavy-duty 50 amp rated silver-plated Anderson Connectors. 100 Amp internal fuse by Battery supplier. Batteries shall be lightweight for personnel safety and protection plus ease of installation and maintenance. Batteries with a weight of over 26 lbs are not acceptable. ENCLOSURE TEMPERATURE COMPENSATION: Operating temperature shall be a minimum -37° C to +74° C. POWER SYSTEM ANALYZER AND CONFLICT RESOLUTION MODULE: The 1400XL incorporates an integrated Power System Analyzer and Conflict Resolution Module. The Analyzer will evaluate and make limited adjustments to the incoming utility power and will automatically transfer load to the battery back-up power if utility power is lost. When utility power becomes available, the BBS will analyze the power to verify stability and return to normal operation. The system provides automatic BBS failure detection and automatically isolates the failed BBS and locks the unit on to utility power. Once the failure has been corrected, the system will return to the normal operation. TRIPLE BYPASS SYSTEM FOR OFFLINE BBS: 1. SPACT—Smart Power Analyzer with Conflict Monitor Isolation and Transfer Module. 2. PCM—Power Conflict Monitor 3. The PCM is a totally redundant failsafe system. The PCM monitors load bus power available continuously. If load bus power fails for 5ms the PCM will transfer and isolate the BBS and guarantee that commercial power will be locked on. 4. Watchdog Timer—Redundant 5 ms delay and hard transfer to utility power. 5. The outboard Smart Transfer Switch shall not interrupt the normal controller function. Transfer time shall be 2ms. 6. Onboard Smart I/O module will execute lockout of battery back up system upon Smart detection of any inverter BBS fault. If BBS resets itself, it will automatically be available for backup. 7. ON Inverter to timed relay for Full Time control of Output, 0 to 10 hours. SMART BATTERY CHARGER: Shall charge from shut off discharge to 95% fully charged in less than 6 hours. Batteries shall be ambient enclosure compensated to less than 120°. The battery charger shall utilize Smart Cell Technology to extend battery life. Page 3 of 4 INTELLIGENT BATTERY MANAGEMENT: I- Cell Guard means longer battery life — Improved reliability results from a precision battery charging system, and automatic true-load battery tests. Redundant overcharge protection contributes to longer battery life. Smart Boost and Smart Trim regulate under and over voltages without switching to battery. Battery Replacement Warning prevents downtime — 1400XL-BBS automatically performs a self-test every two weeks. This ensures that you will be alerted to degrading batteries before they wear out. Through software, or the push of a button, self-tests may be performed at anytime. Faster Recharge Time — 1400XL-BBS battery charging systems are microprocessor controlled to precisely charge batteries in less time than legacy BBS systems. This makes the system available more quickly for subsequent power disturbance. HOT-SWAPPABLE BATTERY REPLACEMENT: The 60 second, user friendly, hot-swappable battery replacement system— Saves the time and expense of returning the BBS to the factory for battery service, and allows safe and easy replacement of batteries while your system is up and running. Replacement battery packs ship in a reusable box for conve WARRANTY: Manufacturers shall provide a two (2) year factory-replacement parts warranty on the BBS. Batteries shall be warranted for full replacement for two (2) years. The warranty shall be included in the total bid price of the BBS. ADDITIONAL DESIGN OPTIONS TO BE INCLUDED: • Automatice Transfer Switch(ATS)with BBS bypass and 30-amp external reverse service plug. • Web SNMP card with Ethernet Phone Tesco Controls,Inc. Pedestal Sales Department for digital copy of this specification. 916-395-8800 Pedestals(a�tescocontrols.com 3 Page 4 of 4 TM 11 OPTICOM PRIORITY CONTROL SYSTEM OPTICOM'T' MODEL 764 MULTINIODE PHASE SELECTOR Description - The Opticom"Model 764 Multimode Phase Selector is a plug-in,four-channel,dual-priority,multimode - g- encoded signal device designed for use with both 0pticom'"infrared system emitters and detectors and 0pticom"°GPS radio/GPS intersection units and vehicle equipment.It can be installed directly into the input files of Type 170 traffic controllers equipped with priority phase selection software and in virtually any other traffic controller equipped with priority phase selection inputs and related software.Phase selectors are powered from AC mains or 24 VDC and contain their own internal power supply to support 0pticom" infrared system detectors t • and 0pticom-GPS radiolGPS units. The Opticom'"Model 764 may be used in IR only applications,GPS only applications,or IR and GPS applications simultaneously. The 0pticom'"Model 760 Card Rack is required when input file space is not available.When used in GPS only mode,the Model 1040 card rack may also be used. 0pticom""Model 764 recognizes and discriminates among three distinct 0pticom-IR emitter frequency rates via Opticom"detectors:high priority,low priority and probe priority.Within each of these three frequency rates, the phase selectors further discriminate among 10 classes of vehicle identification codes,with 1,000 individual vehicle codes per class—10,000 total per frequency rate.The Opticom""Model 764 also recognizes three different priority levels transmitted by Opticom""GPS vehicle equipment high priority,low priority and probe priority.Within each of these three priority levels,the phase selectors further discriminate among 254 agency IDs.15 classes of vehicle identification codes,with 10,000 individual vehicle codes per class—for more than ,.._ 38 million total per priority level. 0pticom-Model 764 Phase Selector internally records each system activation.Each entry contains: •Intersection name •lime spent in the final greens •Date and time of the activity •Duration of the activation •Vehicle class code of the activating vehicle •If preempt has been requested and reason if not •Activating vehicle's ID number •Turn signal status at the end of the call(GPS only) •Agency ID(GPS only) •Entry,exit and average speed(GPS only) •Channel called •Relative priority level Global Traffic Technologies,LLC •Priority of the activity • Capability to playback up to the last 250 seconds of (G77),formers in 2007 from the 100 most recent calls •Final green signal indications displayed at the end 3M's pioneering Intelligent of the call Transportation Systems business, is ffie manufacturer of Opticom`" priority control systems and Canoga"'traffic sensing systems. IT It: OPTICOMTM MODEL 764 MULTIMODE PHASE SELECTOR Features Accessories t •8i only operation,GPS only operation,or simultaneous •On-site Interface software package IR and GPS operation •Model 768 Auxiliary Interface Panel •Four channels of detection •Opticom"Model 755 Four-Channel Adapter Card(optional) •Two aux�Tiary detectors per channel OR) •760 Card Rack •Records green signal displayed at end of preemption •Compatible with encoded signal and non-encoded signal Opticam" operating Parameters IR Emitters •Four dual-priority and probe frequency channels •High and low priority as • well as probe frequency discrimination •°first-come,first-served'for vehicles with the same priority level •°First-come,first-served°priority within each priority level (high or low) •Priority-by-class setting via the interface software •Priority override:always higher over lower •Priority-by-direction setting via the interface software •0pficcom"GPS Radio/GPS Unit input •Direct installation into CA/NY Type 170 input files •Optic='"Infrared System Detector input(s):one per channel on •Automatic range setting using an encoded emitter OR) the card edge connector and two auxiliary per channel through the •Call bridging for both IR and GPS calls including mixed mode Model 768 auxiliary interface panel •Low-priority output may be configured for first-come,first-served •Optional interface sofhvare for flexible programming options and or all-channel active call history •User-adjustable range setting up to 2,500 feet of operation •LED indicators •Compatible with most traffic controllers -Status •10/100Mb Ethernet communication on the front panel -Radio(GPS mode) •USB 2.0 communication on the front panel Link(GPS mode) •RS232 communications front port,and rear backplane and -High sigral/call per channel Auxiliary Interface Panel -Low signal/call per channel •User-selected communications baud rate of 1.200 to 230,400 bits -Two-digit status display per second •Two character display and keypad to enable diagnostics and test •Customizable ID code validation calls to each channel •Flexible programming options for priority control parameters •Voltage:89 to 135 VAC,60 Hz at up to 500mA or 24 VDC at up to •Detailed current Opticom"System parameter intonation 1 Amp •History log of most recent Opticom- infrared and GPS system •Temperature:-37°C to±74°C(-34.6°F to-165.2°F) activities(10,000 entries) •Humidity:5%to 95%relative •Call playback-logs 100 of the most recent calls-250 seconds long •CE certified •30,000 frequency/class/vehicle code ID combinations 3R) •NEMA TS-2 compliance •More than 38 million agency/class/vehicle code combinations •FCC compliance - (UPS) •Front panel switches and diagnostic indicators for testing Prtiyscai Dimensions •Accurate infrared signal recognition circuitry Length:7.0 in.(17.8 cm)x 8.2 in.(20.8 cm)including handle •Precise output pulse Width:2.3 in.(5.8 cm) •Definitive call verification Height 4.5 in.(11.4 cm) •Regulated detector power supply OR) Weight:0.60 tbs.(272 g) •Optically isolated outpu s •Two character display and keypad to enable diagnostics and test calls to each channel For complete warranty information visit www.gitcnm. Global Traffic Technologies,I.LC •Display LED Indicators 7800 Third Street North -High-and low-priority test calls St.Paul,Minnesota 55128-5441 -Reset to default parameters 1-800-258-4610 -Range setting 651-789-7333 •User-settable range setting by ETA and/or distance(GPS only) aww.gtt.com •Varied outputs depending on turn signal status of requesting -; vehicle(GPS only) Global Traffic Technologies Canada,Inc. •Diagnostic test 157 Adelaide Street West •Advanced built-in diagnostics and testing Suite 448 •Tested to NEMA and Caltrans environmental and electrical test specifications -° Toronto,ON M5H 4E7 Canada 1-800-258-4610 gli i Opicom and the GTT logo mark are trademarks of Global Traffic Technologies,LLC.Used under license in Canada Please recycle.Printed in USA©Global Traffic Technologies.LIE 2011 All rights reserved. 79-1000-0524-0(A) GLOBAL TRAFFIC TECHNOLOGIES (CURRENT JUNE, 2011) Multimode Priority Control System Description A multimode priority control system shall operate in a manner that allows Infrared,and GPSfRadio priority control technologies to intemperate and activate one another in a consistent manner.The priority control system shall consist of a matched system of vehicle equipment and intersection equipment capable of employing both data-encoded radio communications to identify the presence of designated priority vehicles,as well as data-encoded infrared signaling communications. In priority vehicle mode,the data- encoded communication shall request the traffic signal controller to advance to and/or hold a desired traffic signal display selected from phases normally available.A record of system usage by agency identification number,vehicle classification and vehicle identification number shall be created. The system software shall support call history analysis and reporting across any subset of intersections and/or vehicles independent of activation method. System software shall also support both onsite and remote programming and monitoring of the priority control system. The vehicle equipment may include a GPS radio unit and vehicle control unit or a data encoded infrared emitter employing either a strobe or LED based light source. The GPS receiver on the vehicle shall obtain vehicle location,heading and speed from the U.S. Department of Defense(DoD)operated satellites. The vehicle equipment shall also monitor the vehicle's turn signal status. A 2.4 GHz spread spectrum/frequency hopping radio in the vehicle equipment shall transmit this data to nearby intersections,only when it is within radio communication range of an intersection,which is received by a similar radio located at the intersection. The vehicle radio shall communicate to intersection radios at distances up to at least 2,500 feet(762 m)with no obstructions. If an infrared data-encoded emitter is employed on the vehicle,it shall send an encoded infrared signal to the detector,with a range capability of 2,000 feet minimum. Intersection detection equipment will consist of either a GPS receiver and radio transceiver or an infrared detector or both connected to a multimode phase selector located in the intersection controller cabinet. The GPS radio unit receives the data-encoded radio signal from the GPS radio equipped vehicle and transfers the decoded information through detector cable to the multimode phase selector for processing. The intersection radios also communicates to vehicles and other intersection radios at distances of up to at least 2,500 feet(762m)with no obstructions.The infrared detector receives the data-encoded infrared signal from the infrared equipped vehicle and transfers information through detector cable designed to convert Infrared light energy at the proper wavelength into analog voltage signals that can be evaluated and decoded by the multimode phase selector. The multimode phase selector shall be capable of receiving data encoded signals from either or both infrared and GPS radio detection equipment and combine the detection signals into a single set of tracked vehicles requesting priority activation.The multimode phase selector will process the vehicle information to ensure that the vehicle is(1)in a predefined approach corridor,(2)heading toward the intersection,(3) requesting priority,and(4)within user-settable range. The multimode phase selector shall treat the combined,single set of tracked calls with first come first served priority methodology within a given priority level. Arbitration between infrared signal intensity and GPS radio distance/ETA shall be first come first served methodology based on time of detection as each equipped vehicle reaches its programmed threshold. When these conditions are met,the phase selector shall generate a priority control request to the traffic controller for the approaching priority vehicle. If the approaching vehicle has an active turn signal,the approach intersection shall relay the priority request to the next nearest in-range intersection in the direction of the approaching vehicle's turn signal. The output of the phase selector may also be varied depending on the state of the approaching vehicle's turn signal. Page I 1 79-1000-0518-OA To ensure priority control system integrity,operation and compatibility,all components shall be from the same manufacturer. The system shall offer compatibility with most signal controllers,e.g.NEMA (National Electrical Manufacturers Association), 170. The system can be interfaced with most globally available controllers using the controller's preemption inputs. RS-232,USB and Ethernet interfaces shall be provided to allow management by on-site interface software and central software. The central software shall manage the region's priority control system as a single,integrated system, independent of the particular activation method or methods(infrared or GPS/radio)used within the region. The central software shall allow each intersection within the region to be configured with one or more phase selectors with varying methods of activation;e.g., one infrared phase selector and one GPS/radio phase selector or a multimode phase selector. The central software shall allow each vehicle within the region to be configured with priority control equipment with varying methods of activation; e.g.,an infrared emitter and a GPS/radio vehicle control unit. The central software shall support analysis of priority control activity at an intersection and/or for a vehicle as it is migrated between activation methods(e.g.,migrated from infrared to GPS/radio). This analysis shall allow the user to readily determine whether the priority control system has retained its effectiveness across the migration. When a phase selector is removed or replaced at an intersection(e.g., replacing an infrared phase selector with a GPS/radio phase selector or multimode phase selector), call history and configuration history from that phase selector shall still be available for use in analysis and reporting in the central software. The central software shall provide a means to filter the display such that only the information relevant to the activation method in use is shown to the user. Matched System Components As stated above,the Opticom system is comprised of matched system components. These components are further described as follows: 1. Opticom GPS Components a. Vehicle/Intersection radio/GPS module, Radio/GPS Antenna with f factory terminated SMA connectors, and vehicle control unit. The radio/GPS module shall obtain the vehicle position, speed and heading information and transmit this information only when within range of a GPS intersection. The vehicle control unit shall communicate with the radio/GPS module and provide the interface to the vehicle in order to monitor the vehicle's turn signal status, provide activation and disable inputs as well as regulate the vehicle power provided to the radio/GPS module. b. Intersection Radio/GPS Module. The intersection radio/GPS module shall transmit a beacon every second and receive the data transmitted by the vehicle equipment and relay this information to the phase selector as well as other system-equipped intersections. It shall also obtain position information from the GPS satellites. c. Radio/GPS Cable. The radio/GPS cable shall carry the data received from the intersection radio/GPS unit to the phase selector. It shall also carry the power for the radio and GPS components provided by the phase selector. The same cable shall be used to carry the data between the vehicle radio/GPS unit and the vehicle control unit. The cable used to connect the radio/GPS unit to the phase selector shall be a shielded 10 conductor data cable;the use of coax cable is not permitted. 2. Opticom Infrared Components a. Data-Encoded LED Infrared Emitter. The data-encoded emitter shall trigger the system. It shall send the encoded infrared signal to the detector. It shall be located on the priority or probe vehicle. Page 12 79-1000-0518-OA. b. Remote Coding Unit. The remote coding unit shall be capable of remotely program the data- encoded LED infrared emitter without the use of a computer.The remote coding unit will not be available for use with the OEM version of the data-encoded LED emitter. c. Infrared Detector. The detector shall change the infrared signal to an electrical signal. It shall be located at or near the intersection.It shall send the electrical signal via the detector cable to the phase selector. d. Detector Cable. The detector cable shall carry the electrical signal from the detector to the phase selector. 3. Opticom System Multimode Components a. Multimode Phase Selector. The multimode phase selector shall recognize inputs from both infrared and GPS/radio activation methods at the intersection and supplies coordinated inputs to the controller. The multimode phase selector shall process the data in order to validate that all parameters required for granting a priority request are met. It shall be located within the controller cabinet at the intersection. It shall request the controller to provide priority to a valid priority vehicle by connecting its outputs to the traffic controller's preemption inputs. b. Card Rack. The card rack shall provide simplified installation of a phase selector into controller cabinets that do not already have a suitable card rack. c. Auxiliary Interface Panel. The auxiliary panel shall provide additional preemption outputs if needed. It shall also provide a connection point for the phase selector to monitor the status of the intersection's green lights(green sense). Additional RS-232 communication ports may also be accessed via this panel. If additional outputs are not required, an auxiliary harness shall be used to monitor the status of the intersection's green lights. d. Base Station. The Base station module is used at fire stations that are located very close to intersections. When the base station is activated,all nearby equipped intersection's or only those intersections in the planned direction of travel shall immediately begin requesting preemption from the traffic controller. The base station shall wirelessly communicate to intersections near the station that can be activated from the base station controller and/or passing vehicles that are equipped with GPS radio vehicle equipment. Multimode Phase Selector 1. The multimode phase selector recognizes inputs from both infrared and GPS/radio activation methods at the intersection and supplies coordinated inputs to the controller. 2. The multimode phase selector is designed to be installed in the traffic controller cabinet and is intended for use directly with numerous controllers. These include California/New York Type 170 controllers with compatible software,NEMA controllers, or other controllers along with the system card rack and suitable interface equipment and controller software. 3. The multimode phase selector will be a plug-in,four channel, multiple-priority,multi-modal device intended to be installed directly into a card rack located within the controller cabinet. The multi-mode phase selector shall be capable of using existing Opticom IR or Opticom GPS card racks, 4. The multimode phase selector may be powered from either+24 VDC or 120VAC. 5. The multimode phase selector shall support front-panel RS-232,USB and Ethernet interfaces to allow management by on-site interface software and central software.An RS-232 port shall be provided on the rear card edge of the unit. Additional RS-232 communication ports shall be available using the Auxiliary Interface Panel. 6. The multimode phase selector shall include the ability to directly sense the green traffic controller signal indications through the use of dedicated sensing circuits and wires connected directly to field wire termination points in the traffic controller cabinet. This connection shall be made using the auxiliary interface panel. 7. The multimode phase selector shall have the capability of storing a minimum of 10,000 priority control calls. When the log is full,the phase selector shall drop the oldest entry to accommodate the new entry. The phase selector shall store each call record in non-volatile memory and shall retain the Page 13 79-1000-0518-OA record if power terminates. Each preemption record entry shall include the following points of information about the priority call: a. Agency: Indicates the operating agency of the vehicle. b. Classification: Indicates the class type of vehicle. c. Identification number: Indicates the unique ID number of the vehicle. d. Priority level: Indicates the vehicle's priority level(High or Low priority). e. Direction: Channel A,B,C,or D; indicates the vehicle's direction of travel. f. Call duration: Indicates the total time in seconds the priority status is active. g. Final greens at end of call: Indicates which phases are green at the end of the call. h. Duration of the final greens: Indicates the total time final greens were active at the end of call. i. Time and date call started and ended: Indicates the time a priority call started and ended, provided in seconds,minutes,hours,day,month,and year. j. Turn signal status: Indicates the status of the turn signal during the call. k. Priority output active: Indicates if the phase selector requested priority from the controller for the call. 1. Historical no preempt cause: Indicates a history of conditions,which may have prevented a call or caused a call to terminate. m. Speed of vehicle: entry speed, exit speed,average speed through call, n. Relative priority: relative priority of vehicle class logged at time of call, o. Directional priority: directional priority logged at time of call, p. Preempt output used q. Signal intensity:maximum and minimum infrared signal intensity during call. 8. The multimode phase selector shall support a minimum of 5000 code pairs(agency ID,vehicle ID) for unique vehicle identification. 9. The multimode phase selector shall include several programmable control timers that will limit or modify the duration of a priority control condition,by channel.The control timers will be as follows: a. MAX CALL TIME: Sets the maximum time that a channel is allowed to be held active by a specific vehicle. It shall be settable from 60 to 65,535 seconds in one-second increments. The factory default shall be 360 seconds. b. OFF APPROACH CALL HOLD TIME: Sets the amount of time a call is held on a channel after the vehicle has left the approach. It shall be settable from four to 255 seconds in one- second increments. The factory default shall be six seconds. c. LOST SIGNAL CALL HOLD TIME: Sets the amount of time that a call is held on a channel after the intersection has lost contact with the vehicle. It shall be settable from one to 255 seconds in one-second increments. The factory default shall be six seconds. 10. The multimode phase selector shall have the ability to enable or disable all calls of both priority levels. This shall be independently settable by channel. 11. A unique intersection name,which shall be broadcasted,shall be settable for each multimode phase selector. 12. Up to 25 different radio channels shall be available to be assigned to the multimode phase selector. 13. The multimode phase selector shall operate in a mode that shall vary the output based on the status of the approaching vehicles turn signal. Additional outputs available on an Auxiliary Interface Panel may be needed. Settings shall be available for this mode as follows: a. Output mappings for each channel. b. Separate setting for each of the four channels. c. Separate settings for each left turn, right turn or straight signal status for each of the above four channels. 14. The multimode phase selector's default values shall be programmable by the operator on-site or at a remote location. 15. The multimode phase selector shall be capable of three levels of signal discrimination, as follows: a. Verification of the presence of the signal of either High priority or Low priority. Page 4 79-1000-0518-0A zac> b. Verification that the vehicle is approaching the intersection within a prescribed Estimate Time of Arrival(ETA). c. Determination of when the vehicle is within the prescribed range,either by intensity level or distance from the intersection. 16. The multimode phase selector shall include one opto-isolated NPN output per channel that provides the following electrical signal to the appropriate pin on the card edge connector: a. 6.25Hz±0.1 Hz 50%on/duty square wave in response to a Low priority call. b. A steady ON in response to a High priority call. c. The phase selector will also have the option of providing separate outputs for High and Low priority calls for controllers that do not recognize a 625 Hz pulsed Low priority request. d. Additional outputs or output modes shall also be available on the auxiliary interface panel. 17. The multimode phase selector shall accommodate three methods for setting range thresholds for High and Low priority signals: a. Based on the approaching vehicle's Estimated Time of Arrival(ETA). This shall be settable between 0 and 255 seconds in one second increments. The factory default shall be 30 seconds. The ETA threshold shall be independently settable by each of the following parameters:vehicle class, approach channel and priority level. b. Based on the approaching vehicle's distance from the intersection.This shall be settable between 0 and 5000 feet in one foot increments. The factory default shall be 1000 feet. The Distance threshold shall be independently settable by each of the following parameters: vehicle class,channel and priority level. c. Based on infrared emitter intensity the system shall accommodate setting a separate range from 200 feet(61m)to 2,500 feet(762m)with 1200 range set points for both High and Low priority signals. 18. The multimode phase selector shall support three types of green sense logging. a. Preemption impact logging which measures and records the impact of an individual signal preemption upon a measured green cycle time. b. TSP impact logging which measures and records whether a TSP advantage was gained during a request and the amount of early or extended green applied. c. Green cycle logging records changes in the average green cycle time. When the average time is measured to have changed,a new log entry is made. 19. The multimode phase selector will have the following indicators: a. A STATUS indicator that illuminates steadily to indicate proper operation. b. A link indicator on the multimode phase selector illuminates green if other radios are within range. c. A radio indicator that indicates the status of the communication between the vehicle control unit and the radio/GPS unit. The indicator illuminates amber to indicate that there is communication between the vehicle control unit and the radio/GPS unit.The indicator illuminates green to indicate that a GPS signal has been acquired and the 2.4 GHz radio is on the air. d. LED indicators(one for High priority,one for Low priority)for each channel display active calls as steady ON and pulse to indicate pending preemption requests. 20. The phase selector shall have a test switch for each channel to test proper operation of High or Low priority. 21. The multimode phase selector shall utilize the time obtained from the GPS satellites to time stamp the activity logs. The user will set the local time zone(offset from GPS time)via the interface software. 22. The interface software shall have the capability to set the multimode phase selector to automatically adjust the GPS time offset for changes in daylight savings time. 23. An auxiliary interface panel shall be available to facilitate interconnections between the multimode phase selector and traffic cabinet wiring as well as provide additional outputs. Page 5 79-1000-0518-0A • 24. A multimode phase selector r ��output u�t thefollowing mess ag s(depending on the selectable baud rate in the NMEA 0183f fi a. GGA-Global Positioning System Fix Data(2400 baud and higher) b. GSA-GPS DOP and active satellites(2400 baud and higher) c. GSV- Satellites in view(4800 baud and higher) d. RIM-Recommended Minimum Navigation Information(1 200 baud and higher) For traffic controllers that are capable of interpreting GPS data in the NMEA 0183 serial format,this GPS data may be used to synchronize the controller's clock using the GPS date and time. Additionally,a discrete output from the phase selector may be used to reset the traffic controller using the clock reset function/input of the controller.This output shall be available on the Auxilliary Interface Panel.This output shall be referenced to the GPS date and time. This output may be configured as follows: a. Enabled or Disabled b. Time of day reset is activated (12:00 A.M.to 6:00 A.M. in 30 minute increments) c. Duration of reset pulse(100-2000 milliseconds) d. Repeat every 1 to 30 days 25. The multimode phase selector shall provide the user with call play-back logs for the last 100 priority activation requests. Each log shall contain up to the last 250 seconds of a call. The call play-back logs shall include: a GPS/radio based calls shall record vehicle speed,heading, signal quality,GPS location, coded ID,green sense state,call status(active,pending,disabled),approach channel and turn signal status and priority information. b. Infrared based calls shall record intensity,coded ID, green sense state,call status(active, pending,disabled),approach channel and priority information. c. Data shall be recorded once per second.Recording terminates at call end. 26. The following diagnostic tests are incorporated in the multimode phase selector a. Power up built in test b. Communications port tests c. Preemption output test call d. Detector response test 27. The multimode phase selector shall be capable of call bridging. Call bridging enables the treatment of two vehicles requesting priority activation to have their calls linked together to hold a call to the controller so that they may traverse the approach together. 28. The multimode phase selector shall be capable of directional priority. Priority for calls may be assigned to individual approach channels such that calls in a particular direction will be given priority over calls in competing directions within the same priority level. 29. When used with a GPS Radio Unit,the multimode phase selector shall relay a priority request to the next adjacent intersection based on the direction indicated by the vehicle's turn signals. 30. The multimode phase selector shall be capable of utilizing time plans to allow users to vary priority activation by time of day, or for a specific time period such as special events. Time plans shall be configured via system software. 31. The multimode phase selector shall support evacuation mode for low priority calls. Upon activation of this mode from the central management software,low priority vehicle calls shall be recognized by the multimode phase selector as if they were high priority vehicle calls for a temporary period of time as defined by the user. This mode shall be supported for both infrared and GPS radio emitters. Vehicles transmitting high priority signals shall continue to maintain priority over the evacuation mode priority vehicles. Page 16 79-1000-0518-OA 32. The multimode phase selector shall allow relative priority. Relative priority allows emitter classes to be used as an additional level of prioritization within priority levels(i.e. high and low priority levels have different sets of relative priorities).Relative priority shall support 15 unique classes in each priority level(High and Low). Relative priority class level 15 will have the highest weight and 1 the lowest weight in each. If relative priority is enabled,a priority call will be granted to the caller with the higher class level within high and low priority levels. A vehicle with a call granted,shall be able to have its call taken away by a higher level class vehicle.The system shall provide a Iockout threshold that once met,shall disallow higher relative priority calls from taking away a call. Separate thresholds for infrared and GPS/radio calls shall be provided. Infrared call thresholds shall be specified as an intensity with a default value of 1000.GPS/radio call thresholds shall be specified as an ETA in seconds. The default is ETA shall be 12 seconds.Threshold values for both types of calls shall be settable via system software. High priority calls will always be served over low priority calls regardless of either's relative class.Preemption for vehicles with the same base priority(high, low) and the same relative priority is done using the default first come,first served mechanism. Relative priority is capable of being enabled or disabled using system software. Relative priority for high and low can be separately enabled or disabled using system software. The default settings for all relative priority(high and low)values will be 15. Relative priority shall be disabled by default for both high and low priority. On-site Interface Software 1. Interface software shall be provided to manage the multimode phase selector while on-site at the intersection. 2. The on-site software shall be provided on CD-ROM or via download from the vendor's website. 3_ The on-site software shall be supported on Windows"(XP and Windows"(7 operating systems. 4. The vendor shall provide minimum hardware configuration information for computer(s)running the on-site software. 5. The on-site software shall provide context-sensitive online help. 6. The on-site software shall allow the user to view and update all programmable configuration parameters of the multimode phase selector. 7. The on-site software shall allow the user to provide intersection name and approach names for each of the four channels and store these as part of the multimode phase selector configuration. 8. The on-site software shall allow the user to view and update valid and blocked vehicle codes for the , multimode phase selector. 9. The on-site software shall allow the user to create preemption zones directly on a GIS map. Provided the map data is complete, it shall not be necessary to drive a vehicle to create the preemption zones. In areas where map data is incomplete or incorrect, it shall be possible to record points to be used as a reference to create the preemption zones. 10. The on-site software shall allow the user to save the configuration from the multimode phase selector to a file. 11. The on-site software shall allow the user to restore the configuration for a multimode phase selector from a saved configuration file. 12. The on-site software shall allow the user to print the multimode phase selector configuration. 13. The on-site software shall allow the user to view the activity log from the multimode phase selector. 14. The on-site software shall allow the user to save the activity log to a file. 15. The on-site software shall allow the user to print the activity log. 16. The on-site software shall allow the user to update firmware for all upgradable modules of the multimode phase selector. 17. The on-site software shall display current status of all vehicles within radio range of the multimode phase selector,both in table format and displayed on a GIS map. The following details shall be tracked: a. The approach channel Page 17 79-1000-0518-OA b. Agency ID,vehicle class,and vehicle ID c. Priority level d. Preempt/priority status e. No preempt cause 1. Turn signal status g. Signal strength serial number h. Radio channel i. ETA,distance,heading and velocity of vehicles in approach corridor j. Source of the call:vehicle or intersection k. Green phase monitoring with information on the current greens 1. Active preemption/priority output 18. The on-site software shall display current status of all other intersections within radio range of the multimode phase selector. The following details shall be tracked: a. Name b. Radio channel c. Signal strength d. Number of vehicle tracked e. Number of satellites heard f. Fix type g. Horizontal and position dilution h. Serial number 19. The on-site software shall display current status of visible GPS satellites. The following details shall be tracked: a. Intersection latitude and longitude b. Fix type c. Horizontal and position dilution d. Satellite number, elevation,and azimuth Central Management Software 1. The central management software shall be provided with installation support services to interface with phase selectors via customer communication architecture. 2. The central management software shall be provided on CD-ROM. 3. The central management software shall be supported on WindowsT"'2003 Server,WindowsTM XP, and WindowsT'7 operating systems. 4. The vendor shall provide minimum hardware configuration information for computer(s)running the central management software. 5. The central management software shall provide context-sensitive online help. 6. The central management software shall provide the functionality detailed for the on-site software above, allowing the user to configure and monitor individual multimode phase selectors remotely, except that configuration settings directly related to intersection wiring shall only be modifiable via the on-site software. 7. The central management software shall track all configuration changes made through the central system, including the user who made the change,the date and time of the change,and the specific configuration information changed. 8. The central management software shall provide for management of the priority system by jurisdiction, intersection,agency and vehicle. 9. The central management software shall provide asset inventory information of all configured phase selectors, including component serial numbers and firmware versions. 10. The central management software shall provide asset inventory information of all configured vehicles, including component serial numbers. Page l 8 79-1000-0518-OA 11. The central management software shall allow the user to directly manage the security of the priority control system. Supported security levels include 1)all vehicles allowed,2)all vehicles allowed except uncoded vehicles,3)all vehicles allowed except uncoded and default-coded vehicles, and 4) only those vehicles allowed where mutual aid agreements exist. 12. The central management software shall allow the user to block access to the priority control system by specific vehicle,vehicle code,or agency. 13. The central management software shall allow the user to schedule a job to update security settings in each phase selector,or within a selected jurisdiction or intersection set. 14. The central management software shall allow the user to schedule a job that updates firmware in each phase selector,or within a selected jurisdiction or intersection set. 15. The ceatial management software shall allow the user to schedule a job to periodically collect log information and current configuration from each phase selector,or within a selected jurisdiction or intersection set. 16. The central management software shall store all collected log and configuration in the central database,and augment all log data to include agency,vehicle,and intersection information as configured by the user. 17. The central management software shall provide ad-hoc and scheduled reports for system usage, usage by vehicle and intersection, unauthorized vehicles, unregistered vehicles,and excessive green time. 18. The central management software shall support analysis of all system log data through sorting, filtering,and pivot table analysis of all log fields. 19. The central management software shall allow the user to configure multiple evacuation plans, including set of intersections to be placed into evacuation mode and the time and duration of the evacuation plan. 20. The central management software shall display the current(when last polled)operational status of each multimode phase,as well as recent calls and system events. 21. The central management software shall manage the replacement of phase selectors from central by provisioning the specific configuration for the intersection from the central management software database. 22. The central management software shall support user roles such that each user is allowed to perform only those operations essential to their position :1a Page 19 79-1000-0518-OA PUBLIC WORKS STANDARD DRAWINGS .tTY OF SAN B •f •14A2OIP S1 AP4DA(zD Ex t ST 114 0 "re,pock CA P'$4`( .Voivi SPOLS �I4 LINE 0 sewer. MANHOLE �— 0"" 4e1NCQ Ct4rAN011T _E --- CITY LIMITS o p 4T012.04 DQAIIS MANHOLE ordw ¢iG%-tT OF WAY LINE Q I QOQiY� TELEPI�►IE ►,/ANNOLE OR VAULY 5 g eXttTINU SEWEtL `yCw ExisrtNG WATER LINE to 1-_-G1 yAS 1y1A1.I1•tOLt'o Oa VAcltT Q �w� wATE¢ I•�t6►fHOI.E o¢ VAULT tVCONC 0 EXISTING STORM DQ:dt�t 2„µ c exIcrING GAS LINE 0 LE J ELECTIIC NAAHOL6 011 VAULT i PP* �LeCTtZtG 02 "TELEPHONE Pots T -- VMDiGD. TEL.COt- DUtT ,. EIAST S¢IZIGATIO� LINE ® ELECTRIC TOWEIE t2 I.D.COt+E—tlz¢. T V E 1.)10PeOP• ELECTRIC COND. E---- DOWN GuY S.L.. 51'IZEET LIGHTIPEC, FEQE HYDRANT —_-514:------- a TRAFFIC SIGWAt... 1=1"*I WATEM. METED F. I. FItZE ALARM I><1 WATE¢. VALVE — — — CULVERT f l OiAS VALVE. 50A20 FENCE. 0 EL.ECTILOuE¢ CL/FRIGHT) x—x— OAZe,ED WALE FENCE 0-o ELECTIZOt.IE. {ON MAST AZ IA) x x GN,&tW LINK FETE .41 TIZAFriG St6NAL O 0 0 0 t ! WOVEW WISE FENCE. 0 TEAFFIC SIGNAL (ON MAST AttM)i P.M 6LOCt5 WALL BPS rut.t.. Sox OR ----r ZAILMOACi TtLACMSS ® TRAFFIC 111346.1. CONTROLLEIL umusied TZAPFIG SIGNAL PETECTOIZ. HEDGE cia--• WAtts•WAIT SIGIAtAbt. pAtZ1St1.1C M4iT1:1L �i �_ r—..._. ptt .ECTION FLOW DIET d TEAFFEG SIGN i + "ME' $1C�N i': rttgECTtON FLOW PAY. T STREET a. Inr _ _— •mr- -m- TOP OF SLOPE 4 STOP 5101.1 t� v �'r'` ¢.C.C¢O4504 g1GN xt — �-^-1m —-� TOE OF SLOPE XX GuAQD RAILING RE. c¢OSSING SIGNAL. P.C.C. S IDE W►LK (DASHED) * SPRINKLER HEAD r C.G. VE WAY D�0 DELTA . ANGLE PONT P.C.0-CRB L rm o POIN T ON TAUG=NT / SWUM tZ' TREE. (DECtDUO*) U.$. vA 1 L. 80X � SECTION cotZNE¢ 15_14 ,11 I * pii,LM ♦ita EYerzaat t4�PiNE we) 8 1 9 o ,ef ' a T 9 1/4 COEUE.EL 1 ?CC SLAB ` '-'—'7' APFtLoVt:D STANV M UWCOVEEED V \ /1/e.t, i Ig it 4, PLAN CITY OF SAN BE2NARDMIO -PU131-IC weaziss DEPT. GITY ENCIAIEER+ OA S1116 .• , Ith • r SEE5TE 1 • , "PC 411 14.11T71= Th-q..,rr., 1=411 • 4- 1 Of ROUNDED WHITE RIVER ROCK COBBLES 4" MIN. THICKNESS TO 18" MAX WIDTH, WITH ROCK UNIFORMINTY, COMPACTED AND FILLED WITH DRY—PACK MORTAR JOINTS, ® 518" MIN. TO 2-1/2" MAX. JOINT WIDTH , ROCK TO BE EXPOSED 3/4" MIN. TO 1-1/2" MAX. ABOVE SURFACE OF JOINT NOT TO FALL BELOW TOP ELEVATION OF CURB, Q) 4" SAND bt.11ING BASE. COMPACT TO 95% ) INSTALL TYPE "A" CURB PER CITY STD DWG NO 200 AND AS DIRECTED BY THE ENGINEER COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY. (1 THE HEIGHT ABOVE CURB FACE FOR MEDIAN WIDTHS OF 2'-4' IS 4" MAX, FOR MEDIAN WIDTHS 4'-6' IS 6" MAX, MEDIAN WIDTHS 6'—8' IS B" MAX. CONTRACTOR SHAL_ CONSTRUCT 4 6' X 6' SAMPLE SECTION FOR FIELD ENGINEER'S APPROVAL MORTAR NOTES. 201; BY VOLUME CEMENT (2000 PSI PORTLAND CEMENT), MIN. 80 % BY VOLUME SHARP MASONRs, CITY OF SAN BERNARDINO / PUBLIC WORKS DEPT. APPROVED STANDARD NO. GROUTED RIVER ROCK MEDIANS (ae,,,tar-44)":12.4.1604 -. 206 DIRECTOR OF 1:148t.IC WC)RKS/QT, ENGINEER CITY ENGINEER ARTERIAL / AR' OR ARTERIAL / LOCAL. a. at Ti) SIGNAL POST E, --____ . e 'V1ATt4S ■I� - =Avo � I- 11,Sta. A E r OW, .02r r BOODER. • FROM Court Woo ..Or _ _ =—Eitin Lane y Lars ,.4 MAW. R IN State Route =St nte Trail ; =Tr CITY LOGO Way ffi�y: ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL `r (UP4S;NAUZID) IC". AI 1 3/7_8::______ __ INTERSECTION BORDER. FROM TOP cam? CITE LOGO tY Y ATTt)iA At"`»: Oi I MO P4G ,� i1 EAR 2Y CITY LOGO 2Y ,� -— 4 SETA . Y MAX MIN t AS STREET MAC BOTH NUMBER AMAX OR BE CENTERED IOTM VERT & HORIZ (WITH 2 '' CLEAR ON ENDS) ON SIGN BLADE. MIN LETTER SPACING = 75X r_ 6' --i (F.N.W.Ati STANDARD) 1 r (9 ) SIGN BLADE SHALL BE 8 GAUGE (.128) FLAT ALUMINUM ALLOY MATH -a DOUBLE FACE FINISH NA• 7E LETTERS & ON BACKS SIGN BLADE SHALL BE,FABRICATED USING HIGH INTENSITY REFLECTIVE =i .. TING AND PERIMAN OVERLAY_ (SEE SHT 2 FOR INSTALLATION). 1 (14`) (18Y) SIGN BLADE SHALL BE 8 GAUGE (.128) FLAT ALUMINUM ALLOY 1 SINGLE FACED WITH WHITE LETTERS & BORDER ON GLEN BA( GROLINO. SIGN BLADE SHALL BE FABRICATED USING SHEETING AND PERMIAN OVERLAY. (SEE SH . cry Sal j 110 Q. .. �ip' a -t ,;; /. f tl STANDARD CITY OF SAN BBBNARDINO APPRo o N 3. INEERIN ' £��'t:'�1.t3P`atfErti�"SERi�C'Efi—F'C�3IICWl3ItKSfF_11�f; '� 504 1 NAME l 1.11 STREET 5 ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL I I cuieseNitgat) MI INIERSECTION (3) al fe I - a OS tr I 4 0 0 Ei 0. ATTACH SIGN BLADES TO SIGNAL POLE AT 96" FROK SIDEWALK USING BRACES WHEN 901 BLADE IS 36. OR LONGER IN LENGTH. ,/r----r----"\\411 0 SIGN-TO-S1GN BRACKET; lElESPAR S14117200 (FOR SIGNS UP TO IS" LG), 1 .-- Id " i TELESPAR 120TCX200 (FOR SIGNS OVER 18" La). .280r WKIE SLOT. VANDAL--PRI.W BOLTS 2NVPAI2. 11 I H 0 POST-TO-SIGN BRACKET; SUPR-LOK 2N97 SQX2. .280" WIDE SLOT. VANDAL PRUF BOLTS 2NVPAI2. 0 SIGNPOST; TELESPAR 2' SQ 12 GA. HELD TO A 2.4" SQ 1c 30" 30 GA. H.Q. ANCHOR. I al u. 0 FOuNDAliON: PORTLAND CONCRETE CLASS 500-C--2500 MAX SLLAIP=5" I Eat i IZ tit 1 a IY to I 1 en I ''t s tsfl 40 # y-zs 1 S 1 la ? \ . ,k. Np TE: 24" t- I , g USE MK AR 1NDuSTRIES / \ 3 1 4 FOR APPROVED EQUAL), INJi IN r____I 1 t Z. . 2 ° DRIVE R/VET .,_ , OD TELESPAR 2Y4- SO x 3tr 0 H.O. JPIRAlats.MUM*MBROWIE 5Nr aft 11/6/2007 0. TiffilliWaT Br DA CITY OF SAN BERIVAIWINO APPROVED WOK 4 2411117 STANDARD DE1E:LOME/a SERI/ICES—PUNIC WORKS'ENGINEERING NO. STREET NAME SIGN 54 OTY 2 OF 5 i 66' tai LOGO WHITE GREEN Er fir 00 N, e,* 1 : 1111 ry 4 '""`° rem t• UNE MIN NON - ILLU I ATEC STREET NAME SIGN DETAIL FOR MAST ARM INSTALLATION NTS Sas DETAIL CITY LOGO NTS NOTE: . SEE SPECIFIC ENGINEERING PLAN FOR PROPER SIGN NOMENCLATURE. 2. FULL-SIZE LAYOUTS OF EACH SIGN LEGEND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 3. SEE SHT I OF 5 FOR MATERIAL REQUIREMENTS. 4. SEE SHT 4 OF 5 FOR APPROPRIATE INSTALLATION. UN stu aft 11/0/21107 STANDARD • DF,V LOP IE T SERVICES—PUBLIC WORKSIENGJNEERLV(J ° h 504 STREET NAME SIGN >> —. 3 OF 5 0 CITY tir Mit.r SIGN 0 scum MEDIUM 'EXTRUSION (SX0073) ao DE BACK TAPE 0 =NEU AMMO CRAIMEL CLAMP (SX 0222) (410 SMEEL iimenc MAST ARM 9 .RACKET (SA —1000) (SA — 1000 EXTENSIONS) ZAP MMUFACRMING, NC. 111111111111111111 0 Aiiiiv < Th.-------. 0 VIEW B NTS EM MIZI341 ALTERNATE IN STALLA TI ON 0 3 < , S r i 3 tk- 2 < -- ; B B 5 6 w =Mani ii t, w it 1111 1 1 07---"-----"" 2- 0 L j \--SGNAL POST • 1 I-- ... VIEW A MAST ARM tots IN STALLA TI ON PREFERRED 4q- :;•Z tn }--: NOTE- {n Fe La USE ZAP MANUFACTURING. INC (OR APPRMED EQUAL) FOR t. 0 MAST ARM PREFERRED INSTALLA RON. USE ZUMAR PROOUCTS r (OR APPROVED EQUAL) FOR 1 ALTERNATE INSTALLA RON. I *Plum.mew*AllECIPM*1 Sliti dot Ii/3/20X17 I IIMSMI BY DM APPROVID CITY OF SAN BERNARDINO APPROVED Nov. CO 0 STANDARD DEVELonivrr SERVICES-P(131K WORKS/ENGINEERING NO 11/1--, 47(it 504 STREET NAME SIGN 4 OF 5 2' — i STREET 7 _ 4040 go , 75 ' BCR 46 co r" 0 r----- i I .. 1 fr. gr. 0 z g _ ______ miti.efik- _____ _ STREET ix KR n I cr c.) co i I 1 m 1 i "T INTERSECTION "-t-," IN IERSECTION "L" IN TERSECTION LEGEND * DOUBLE SIGNS MTH OR WITHOUT R-1 4b, SIGNLE SIGN WITH OR WITHOUT R-1 LOCATION OF STREET NAME SIGNS ARE SHOWN APPROXIMATE. ALTERNATE LOCATIONS TO BE APPROVED BY THE ENGINEER. TYPICAL LOCATIONS: ON BM OF NE & SW CORNER OF INTERSECTIONS. FOR UNNAMED PRIVATE S INLL IS.. THE WORDS "PRIVATE STREET SHALL BE 4" HIGH AND CENTERED WITHIN THE SIGN. MAJOR STREET 2Z ARTERIALS MINOR S met i ,.. COLLECTORS & LOCALS t utottotilD,IIIVAI9B)&l&PIMPI 519 siPc 11/6/21117 :1. I CITY OF SAN BERNARDINO APPRO ED V , -, STANDARD DEVELOPMENT SERVICES-PUBLIC WORKS/ENGINEERING NO i 5 04 STREET NAME SIGN ... 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MID W Z inimg :LA. n � c °t- s ,_j._ F c W c IN o m 414.1 . ocni. m 1- I n Wj J, _ W�' : m /.l s I j it ° f � ±.-t: li O al m I mw W Z ° u 1 $= i» H 1 L.A.- F aa gEcx� 33 ° v ° WWs c $ o:* =P zz. < z r w�i Hi i .o 'o J >o r«-W�' u 2<2' S .N -J V< 4,2m z LL mW 2 ` U �rca m p3 ° o m>W as a < z N }�a z2 i ¢ ;it= xW m = °'°m x _ e-� JN >y _m 3 J Y< :SQ mJ 2 — S!V< .Y. SQ 'sE Y J H OU 3 XO m < W W 8 W<m f.,7a 1— _ s s•ac P. W < J ?E Z J .0- m Nib _ < =r« = W g W in 1 O C o La I / 8 C 20 _ ' ■ < Q W p 0 0 u. ° W N < s x W C o l<„ sio g Q 2 a s "pY <Z� VF<- =W SF =W G ]<€ � zN ., WW °J ZJ 1 U t- N 12 <m <a O LE W < Z 2 0 ° Fl Of:71■11,1111111■111111 H 0 1 I o x' ..9-. a < i Hid3U 1 z 30/'1.6-.£ u x i c N a a () 475 CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES ( MUTCD ) STANDARDS California MUTCD CD Page 3A-4 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-1O1(CA). Centerlines-2 Lane Highways FOR SFEEDS_5 k7.. r.-2.,:-.' OR LESS POLICY DETAIL 1 14.540 141111 k1401 Lila 14 tile 211 Centerline pattern for use on two-lane streets -4- i gal ti7!fl ? "'� Min annd d hng �(normally used on local streets �I -► DETAIL 2 f 259 u 214 t 5.ta n IL14 2.59 u ■ Centerline pattern with pavement markers for �F-- ',legs i del: Ines Le 0 use on two-lane streets and highways. 0 E I DETAIL 3 (Deleted) DETAIL 4 uu m ME ft 1 7 M.it,2.4+4 a t I LIB n 2 A 4 2 1 4 1'i Alternate to Detail 2. For use at problem f ft} �+al !�e s4 ! ; !� locations where it is difficult to place and © a 0 0 0 [} maintain centerline because of moisture, sand, - .? F'22 4k J. -.t22ffi!4 etc. FOR SPEEDS 70 km_r: (45 rnph. OR MORE DETAIL 5 '4.64 n 41 f Centerline pattern for use on two-lane streets 6.;a r '2 tl and highways (normally used on local streets '32 s9a an 36 3t and highways). --► DETAIL 6 I 1464 it 48 ft; I 1.49 rF I 3.9i z I 3.43 a I Centerline pattern with pavement markers for 4-- I _•agy (12ati i '191 © use on two-lane streets and highways_ El 1 --► DETAIL 7 1411 st 148 f4' Alternate to Detail 6. For use at problem .4- l IV [ N 1 5617R1 locations where it is difficult to place and maintain centerline because of moisture, sand, E3 0000 0 etc. -I MA(0et LEGEND _ 1 100 mm(4 in)Yellow 0 Two-Way Yellow Relrorefiective Markers 'F" Direction of Travel C) Non.Retrorefeifiive Yellow Markers ...i► NOT TO SCALE January 21,2010 Chapter 3A—General part 3-Markings California murcp Page 3A-7 (FHWA's MUTCD 2003 including Revisions I and 2,as amended for use in California) Figure 3A-104(CA). No Passing Zones - Two Direction DETAIL 21 POUCY •■••• Two-direction no-passing pattern for use on two-lane streets and highways(normally used on local streets and highways). See Note 2. 15 P in) DETAIL 22 I 732 st 424ft) I 7.32 st CU ft) f —58 awn +el T — —75 in, markers for use on two-lane -streets and f2 nun highways. See Notes 1 and 2. U jet El DETAIL 23 Zre la(24 t 712 m ft-1 i I 13000000000000— Aaternate to Detail 22. For use with either Detail _75mn3 l ja 4 or Delan 7. o aeon et ocl000 I— --1.22nt NOTES: 1. Pavement markers shown off the solid line in Detail 22 may be placed on the line. 2. A 75 mm (3 in) black One shall be placed between the 100 mm (4 in) yellow fines on State highways and may be placed on streets and highways under local risdiction_ LEGEND 100 mm(4 in)Yellow 13 Two-Way Yellow Retroreflective Matters —0- Direction of Travel 0 Non-Retirtwelk3ctive Yellow Markers NOT TO SCALE Chapter 3A—General January 21,2010 Part 3-Markings California MUTCD Page 3A-9 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-106(CA). Right Edge Line and Right Edge Line Extension Through Intersections DETAIL 27B POLICY Right Edge Line Right Edge Line pattern for use on all State highways may be used on local streets and –i► highways_ It is generally dropped at the I beginning of the intersection flares on 59/ma(21s) conventional highways- See also DetaB 27C. On freeways, �'� (CA). advance of the exit — E sfT Wry DETAIL 27C Right Edge Line Extension Through Intersections 41 Right Edge Line Extension Through i3 "I �. :42!t; ± "� 3 I*2 =3 Intersections pattern for use to extend the right p j edgeline through an intersection where climatic I I i conditions, such as areas of heavy fog: may require additional guidance. LEGEND 1 130 mm (4 in) White ; Direction of Travel NOT TO SCALE !This space left intentionally blank) January 21,2010 Chapter 3A—General -- Part 3-Markings California MJT I) Page 3A-16 (FHWA's ML'TCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-112(CA). Channelizing Line and Lane LinelCenterline Extensions DETAIL 38-Channelizing Line POLICY Typical channelizing line for use on Left-Turn or 200 ram(8 White Line Right-Turn lanes on State highways. Pavement �sr!n e) Markers when used should be place on the 4 II 1! through traffic side only. 7.32 a(24 kQ I 712 0124 htl [ Through Traffic —► DETAIL 38A- Channelizing Line Typical channelizing line for use on Left-Turn or 200 nun(8 in)White Line Right-Turn lanes on local streets and highways and freeway off-ramp terminals. DETAIL 388- Channelizing Line of Exit Ramps 0 EN , channelizing line for use on Exit Ramps. '�31r Pavement Pavement Markers as shown may also be placed 208 mrn(8 in)White Line on the line- El nrin ?32 to o11 '22e24Ft DETAIL 38C-Alternate to Detail 38 and 38B 988888188888E EE! DETAIL 39-Bike Lane Line 150 mm(6 in)White Line DETAIL 39A - Bike Lane Intersection Line II zu m 22 i1 �� '►_ —1571 inn!6 in)White Line DETAIL 40-Lane Line Extension Through intersections I ! The Lane line Extension Through Intersections ;us-Ai I r t+ line is used to extend the lane line through an 5T. ---130 mm(4 in)White Line intersection that might otherwise be confusing to the motorist. DETAIL 40A-Alternate to Detail 40 o O c o 0 o + 14 t `-- Non-Retrcreflective White Markers DETAIL 41- Centerline Extension Through Intersections E Q The Centerine Extension Through Intersections •. t r un line is used to extend the centerline through an tt ? —t00 mm(4 in)Yellow Line intersection that might otherwise be confusing to the motorist_ DETAIL 41A-Alternate to Detail 41 0 0 � 0 0 0 0 I t.22ae NOT TO SCALE (414 : .-- Non-Retroreflective Yellow Markers LEGEND White Line 0 Non-Retroreftective White Markers --0 Direction of Travel 1 Yellow Line 0 Non-Retroreflective Yellow Markers Cl One-Way Clear Retroreflective Markers Chapter 3A—General January 21:2010 Part 3-Markings California MUTCD Page 3B-1 Californ (FHWA's MUTCD 2003 including Revisionsi and 2,as amended for use in ia) CHAPTER 3B.PAVEMENT AND CURB MARKINGS Section 3B.1111 Yellow Centerline Pavement Markin and Warrants Standard: to delineate the Centerline pavement markings,when used,shall be the pavement markings separation of traffic lanes that have opposite directions of travel on a roadway and shall be yellow. Centerline pavement markings may be placed at a location that is not the geometric center of the � Y P roadway- ,hort sections may be marked with On roadways without continuous centerline pavement markings, centerline pavement markings to control the position of traffic at specific locations,such as around curves, over hills, on approaches to highway-railroad grade crossings, at highway-railroad grade crossings,and at bridges_ Standard: The centerline markings on two-lane,two-way roadways shall be one of the following as shown in Figure 3B-1: A.Two-direction passing zone markings consisting of a normal broken yellow line where crossing the centerline markings for passing with care is permitted for traffic traveling b either direction; B. One-direction no-passing zone markings consisting of a normal broken yellow line and a normal solid yellow line where crossing the centerline markings for passing with care is permitted for the traffic traveling adjacent to the broken line, but is prohibited for traffic traveling adjacent to the solid line; and of two normal solid yellow lines where C.Two-direction no-passing zone markings consisting crossing the centerline markings for passing is prohibited for traffic traveling in either direction. The centerline markings on undivided two-way roadways with four or more lanes for moving motor vehicle traffic always available shall be the two-direction no-passing zone markings consisting of two normal solid yellow lines as shown in Figure 3B-2. Guidance: On two-way roadways with three throu l- lanes for _ctcr vehicle t i f11C_two lanes should he designated for traffic in one direction by-acing one- or T`'` d;_ect en no-passing zone markings as shown in Figure 3B-3_ Standard: Centerline markings shall be placed on all paved urban arterials and collectors that have a traveled way of 6.1 in (21)ft) or more in width and an ADT of 6,000 vehicles per day or greater. Centerline markings shall also be placed on all paved two-way streets or highways that have three or more lanes for moving motor vehicle traffic. Guidance: Centerline markings should be placed on paved urban arterials and collectors Center have a traveled markings s aylo y of 4,000 6.1 in(20 ft) or more in width and an ADT of 4,0 vehicles per day or gre � also be placed on all rural arterials and collectors that have a traveled way of 53 m(18 ft) or more in width and an ADT of 3,000 vehicles per day or greater_ Centerline markings should also be placed on other traveled ways where an engineering study indicates such a need_ Engineering judgment should be used in determining whether to place centerline markings on traveled ways that are less than 4.9 m(16 ft)wide because of the potential for traffic encroaching on the pavement edges,traffic being affected by parked vehicles, and traffic encroaching into the opposing traffic lane Option: Centerline markings may be placed on other paved two-way traveled ways that are 4.9 m(16 )or more in width If a traffic count is not available,the ADTs described in this Section may be estimates that are based on • engineering judgment" January 2i,2010 v.-ter 3B-Pavement and Cu Ma. .g, Part 3-Markings California MUTCD Page 3B-2 (FAA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Standard: Centerline patterns shall be selected from those shown in Figures 3A-101(CA)and 3A-104(CA). Raised retroreflective pavement markers shall be used to supplement the centerline markings on State highways,except hi snow areas. Support Can horizontal curves wit i radii less than 1000 m(3280 ft)and without street lighting,Detail 22 instead of Detail 21 can be helpful in improving the delineation for centerline markings as it includes retrorellecti e-raised pavement markers. Detail 22 can be applied in advance of the approach to the curve per Table 2C-4 and continued throughout t the length of the curve. Refer to C,'C 21460 for Double Line_ Refer to CVC 21460.5 for Two-Way Left-Turn Lanes. Standard: A left edge line shall consist of a solid 10C mm (4 in)wide yellow line,yellow reflective pavement markers or a combination of line and markers as shown in Figure 3A-1 05(CA). A t -ct_a ..d erd 'i as —a ce �s aa'as a.e.ec.ge i" c.r a -'.r Lis: ca ;e :Tcr 7: rras!s ::-t-t'a .. _ Lot xc.1i a Th a :.. c. ... .�—..... s...-..a.. �� v. 1:-F,r Igt. s 3A-4.7 A Section 3B.02 No-Passing Lone Pavement Markings and Warrants Standard: No-passing zones sia t be marked by either the one direction no-passing zone pavement markings or the two-direction no-passing zone pavement markings described previously and shown in Figures 3B-1 and 3B-3. When centerline markings are used,no-passing zone markings shall be used on two-way roadways at lane reduction transitions (see Section 3B.09)and on approaches to obstructions that must be passed on the right(see Section 3B.10). Guidance: makings should connect the zones. Standard: if the gap de n `tli.''es ,e rP.sp zznes 's less &er the zie.t diss Brice for the pre-failing apes:: sncwr in :'able 38-1. the .r. p.:.ssinc zone_rail be ccntrauous. Where centerline markings are used,no-passing zone markings shall be used on approaches to highway-rail grade crossings in conformance with Section 8B.20. Option: In addition to pavement markings,nc-passing zone signs (see Sections 23.29,2B30,and 20.35)rnay be used toe .yhassize the existence and e; ient of a no-passing zone. Support: Section 11-307 of the`-Uniform.Vehicle Code (INC)Revised'contains further information regarding no-passing zones.The`-'LAC"can be obtained from the National Committee on Uniform Traffic Laws and Ordinances at the address shown on Page L Standard: On two-way,two-or three-lane roadways where centerline markings are installed,no passing zones shall be established at vertical and horizontal curves and other locations where an engineering study indicates that passing must be prohibited because of inadequate sight distances or other special conditions. On three-lane roadways where the direction of travel in the center lane transitions from one direction to the other,a no-passing buffer zone shalt be provided in the center lane as shown in Figure 3B-4.A lane transition shall be provided at each end of the buffer zone, The buffer zone shall be a median island that is at least 15 m(50 ft)in length. Chanter 3B—Pavement and Curb Markings January 21,2010 Part 3-Matkaigs California MUTCD Page 3B-3 (FHWA's MUTCD 2003 including Revisions) ia) and 2,as amended for use in Californ Guidance: #of 70 km/h(45 mph)or greater,the lane For three-lane roadways having a posted or statutory speed transition taper length should be computed by the forn i1la L=0.62 WS for speeds in km/h(L=WS for speeds For roadways where the posted or statutory speed limit is less than 70 km/h(45 mph),the m } WS2/60 for speeds in mph)should be used to compute taper formula L=WSZa'155 for speeds in km/h(L= �.�(feet),W equals the width of the center lane length_Under both formulas,L equals the taper length in or offset distance in meters(feet),and S equals the 85th-percentile speed or the posted or statutory speed limit,whichever is higher_ Standard: The minimum lane transition taper length shall be 30 m(100 ft)in urban areas and 60 in(200 ft) in rural areas. s shall be used at horizontal or On roadways with centerline markings,no-passing zone markings curves where the passing sight distance is less than the minimum necessary for reasonably safe passing at the 85th-percentile speed or the posted or statutory speed limit as shown in Table 3B-1.The passing sight distance on a vertical curve is the distance at which an object 1.07 m(35 ft)above the pavement surface can be seen from a point 1.07 m(35 ft)above the pavement(see Figure 3B-5). Similarly,the passing sight distance on a horizontal curve is the distance measured along the centerline(or right-hand lane line of a three-lane roadway)between two points 1.07 m(3.5 ft)above the pavement on a line tangent to the embankment or other obstruction that cuts off the view on the inside of the curve(see Figure 313-5). Support: The beginning of a no-passing zone at point`-a" in Figure 3B-5 is that point where the sight distance first becomes less than that specified in Table 3B-1_The end of the no-passing zone at point If in Figure 3B-5 is that point at which the sight distance again becomes greater than the minimum speed. Saapck � Refer tc .-, 0 17E Mrc,: r 2175;o'o'v v-ak g ar:ct passirc. t f tc IC,21 for E"#uole Lires r Pr ` ,of a -k/ ' a '� j A, er 3i 'i.sac t j t t;"3C 1 :i. vY.mss��cs� r ..��w �.� '� � i 7".� pre- Y`a 2-P c1,5 u €r . : G 247E2 ais oars g rJr in Ti e .f %T i- -f s ;mac `ec1 C ..c"r..,ac-irg k '"tt 3c € 's 3 y s€ ce t`c...:7t. .e:, +fit•^rJ��.� =�L��4t� l� �" t =� ..e, • � v1 ,sy 's9ctP,. —a: r-s are 3-CA7 r , !Gts Standard; No-passing z rte caherfs se acted frsm these sflc yr t Figurer 3A 1333CA)and - s <. r is -+r �f:, ergt _t to Apr:'ate;' _-c a irta:'sec IGi s arc pnca-i 7 a ,jatta as s-c A#2" G Section 3B.03 Other Yellow Longitudinal Pavement Markinss Standard: If reversible lanes are used,the lane line pavement markings on each side of reversible lanes shall consist of a normal double broken yellow line to delineate the edge of a lane in which the direction of travel is reversed from time to time, such that each of these markings serve as the centerline markings of the roadway during some period(see Figure 313-6). Signs(see Section 2B.25),lane-use control signals(see Chapter 4J),or both shall be used to supplement reversible lane pavement markings. If a two-way left-turn lane that is never operated as a reversible lane is used,the lane line pavement markings on each side of the two-way left-turn lane shall consist of a normal broken yellow line and a normal solid yellow line to delineate the edges of a lane that can be used by traffic in either direction as part of a left-turn maneuver.These markings shall be placed with the broken line toward the two-way left-turn lane and the solid line toward the adjacent traffic lane as shown in Figure 311-7. January 21,2010 Chapter 3B—Pavement and Cur€�Mark'ngs Part 3-Markings California MOO) Page 3B-4 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Option: Pavement marking arrows may be used in conjunction with the two-way let turn lane markings as shown in Figure 3B-7. Guidance: Signs should may be used in conjunction with the two-way left turn markings (see Section 2824)_ Standard: If a continuous median island formed by pavement markings separating travel in opposite directions is used,two sets of double solid yellow lines shall be used to form the island as shown.in Figures 3B-2 and 3B-4.Other markings in the median island area shall also be yellow,except crosswalk markings which shall he white(see Section 3B.17). On State highways,reversible lanes shall be separated by physical barriers or delineators. Support - _4 two-way ief-ttrr lane is a lane reserved in the center of a r gh ay for ex- .is;re use of lei=-sr 1-turning ve des. Fefer tc CVO 214;33.5 it is -ID-malty used where there a-e:nary points of ass. Standard: The two-way left-turn lane markings shall Le selected from, those shown in Figure 34-1081C.k. -sec:,,rs n1w: r rig_-e 38-7:0,A•: ...?y be fru �: ;- a-`e�s.�na}CLa£'t major� :E E; �.. „spa. �} % q De scooshg Je4feme.ate.arrows met be ...�.a=... ..s shc�4 .,. Ficure 38-{-.,4. �'e a.- ws^TCv De C1 ds a _act a: Win._ ..:g- a:-et, a. e: ._ a C r toe Coca c az ,r :be*-1a-k-ngs sr`cuto be made #poor. r. .. -- ; a- eizaccr see n �} _ -d re ar nom-..,_a . � �}E7[sr 7L- � '3i. .'...-:�'�•ntL.y :r-4. =�.=.t2.rvi '��s`G v g- a E t`. See Seat t P11 for infor nat or r'ar`—g },S ublicai c�, GY �� pares tr' :�rrotna�or � ��rvr$�w�s a�s�o .,_�.. -edia,.. _.,,..s,,.. . ,, . � _,. a--e T'3 ":t?e or more of the owing ,Mcrd tcrs x. • A lunge Gaily ter.;c mimes exceed 2 ref icles per • r ;a'edia cr°where there is a er'cr „a c Section 3B.94 White Lane Line Pavement Markings and Warrants Standard: When used,lane line pavement markings delineating the separation of traffic lanes that have the same direction of travel shall be white. Support: Exa-r*ples of lane line markings are shown in.Figures 3B-2,3B-3, 3B-7 through 3B-13,3B-22,3B 21 32- 23CAj,and 3B-26_ Standard: Where crossing the lane line markings with care is permitted,the lane line markings shall consist of a normal broken white line. Where crossing the lane mite markings is discouraged,the lane line markings shall consist of a normal solid white line. Optic m Solid white lane line markings may be used to separate through traffic lanes from auxiliary lanes,such as -uphill truck lanes,left-or right-turn lanes,and preferential lanes_ They may also be used to separate traffic lanes approaching an intersection. Wide solid lane line markings may be used for greater emphasis. Standard: Where crossing the lane line markings is prohibited,the lane line markings shall consist of two normal solid white lines. Lane line markings shall be used on all freeways and Interstate highways. Chapter 3B—Pavement and Curl Markings January 21,2010 Part 3-Marking. California MUTUll Page 3B-5 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Guidance: Lane line markings should be used on all roadway s with two or more adjacent traffic lanes that have the same direction of traveL Lane line markings should also be used at congested locations where the roadway will accommodate more traffic lanes with lane line markings than without the markings. Standard: Lane or 10 55 kmlh(40 mph) Lane Hine patterns shall be selected from those shown in Figure 3A-102(CA). Detail or less)or Detail 12 or 13(70 kmlh(45 mph)or more)shall be used on State freeways,expressways,freeway ramps,freeway to freeway connectors and collector roads,except when used in snow areas,the raised pavement markers will be recessed. Section 3B.05 Other White Loneitudinal Pavement Manus Standard: A channelizing line shall be a wide or double solid white line. Option:Channelizing lines may be used to form channelizing islands where traffic traveling in the same direction is permitted on both sides of the isl.nd. Standard: Other pavement markings in the channelizing island area shall be white. Support: Examples of channelizing line applications are shown in Figures 3B 8 38-3'CA, 3B 9 313-9(CN, and 3B- 13. Channelizing lines at exit ramps as shown in Figure 3B 8 33-8, CA define the neutral area, direct exiting traffic at the proper angle for smooth divergence from the main lanes into the ramp,and reduce the probability of colliding with objects adjacent to the roadway. safe and Channelizing lines at entrance ramps as cho ►n in Figure 3l-3B-94Ok promote reasonably efficient merging with the through traffic. Standard: For exit ramps, channelizing lines shall be placed along the sides of the neutral area adjacent to the through traffic lane and the ramp lane.With a parallel deceleration lane, a 200 u (8 strnw dotted white lane drop line shall be extended from the beginning of the channel zing upstream .,, , . . . length of the fall-width deceleration lane as shown in Figure 3B-S 38- 8(CA). Option: Whix the rron mar'c'ngs may be placed in the neutral area for special emphasis as shown in Figure 3B 8 38-8(0N.. Guidance: For entrance ramps,a,chauuelizing line should be placed along the side of the neutral area adjacent to the ramp lane_ For entrance ramps with a parallel acceleration lane,a lane line should be extended from the end of the chmnnelizing line for a distance of one half the entre length of the full-width acceleration lane as shown in Figure 3B 9 3B-9(CA). Option may be placed to extend the For entrance ramps with a �tacceleration whe the tapered lane, ffi tapered lan meetsr side of the throw h traffic chanrielizing line,but not beyond point lane as shown in Figure 3B 9 38 9(CA). Standard: g� shall be used in advance of lane Lane drop markings as shown in Figure 3844 3B-i0(CA)may ramp lane. drops at exit ramps to distinguish a lane drop from a normal exit ram or from an auxiliary Option: The lane drop marking may consist of a wide,white dotted line with line segments 0.9 in(3 ft)in length separated by 2.7 in(9 ft)gaps. Guidance: Jaauarp 21,2010 Chapter 3B—Pavement and Curl,Markings Part 3-Markings California MUTCD Page 3B-6 (FHW A's MIJTCD 2003 including Revisions l and 2,as amended for use in California) If used,lane drop markings should begin 800 m(0.5 mi)in advance of the theoretical gore point if the dropped lane is an auxiliary lane 0.8 km(1i2 mi)or less in length,the lane drop line should extend throughout the entire length. Option: Where lane changes might cause conflicts,a wide solid white channelizing line may extend upstream from the theoretical gore point Standard: The lane drop fine pattern shall be as shown in Figure 3A 111(CA). Support Sea Figures 3F-111= ,) u ,3l�(0A1, 3E-9 CA: 38-10(CA). 3B-12'CAi and 33-12? A)for further details of n markings and signing. Option: A 22: --I 'A i-, W=de A- e cr. Gesec �} a�u� '��t Aide d5 tat v'th tP lLi$1-ay be 5Iac„^d:. is edra-ce der :rte se tio.. ,?; e-s s ::ti 'Ge lane:s O C e at u e ."Le's3rao' ET:as a -CSJt, £=35.. +^G or.= u'n lane Standard: if sad_ diagonal liras snail be the same co-:::r as the edge line. Section 3B.06 Edge Line Pavement Markings Standard: if used, edge line pavement markings shall delineate the right or left edges of a roadway. Except for dotted edge line extensions (see Section 3B.08),edge line markings shall not be continued through intersections or major driveways. If used on the roadways of divided highways or one-w w ay streets,or on any ramp in the direction of travel left edge line pavement markings shall consist of a normal solid yellow line to delineate the left edge of a roadway or to indicate driving or passing restrictions left of these markings. If used,the right edge line pavement markings shall consist of a normal solid white line to delineate the right edge of the roadway. Guidance: Edge l'ne markings should not be broken for minor driveways. Support: - Edge lire mr rk=ngs have im'que aiu_e as visual references tti ?uide road users during adverse weather and visibility conditions. Option: Wide solid edge 1i-ie markings may be used for greater emphasis_ Standard. A right edge line shei consist of a sc#i `s mm (4 inhi wide white line G uic ice= -e edge lire should rie.-ad- - m'T' 2 it *jt_ 7. e edge tT eed waf apor:9i r-a e. 3.5 L _ `— }e are line or oer..terline on highway rnairdines, ,azmps and connectors.Sae Figure 3AI l 6i:CA . Generally:to solid edge line should be dropped at the beginning of`ntersecdon flares. Option: In heav=y fog areas.or locations where additional guidance would be beneficial,a doted 1CC r,.m(4 in.wide wi-ite right edge line may be continued across an intersection. Support: Edge:ire is not used at rnc€ts. See Figure 3B-108 CA. Standard: Exit and entrance ramps,including freeway connectors,shall be marked with a yellow edge line supplemented with yellow reflective pavement markers on the left and a white edge line on the right See Figure 3A-105(CA), Chapter 3B—Pavement and Curb Markings January 21;2010 Part 3-Markings California Mt,UTCD Page 3B-7 (FHWA's ML'TCI)2003 including Revisions I and 2,as amended for use in California) Section 3B.07 Warrants for Use of Edge Lines Standard: highways with the following characteristics: Edge line markings shall be placed on paved streets or high A.Freeways; B.Expressways; and C.Rural arterials with a traveled way of 6.1 m(20 ft)or more in width and an ADT of 6,000 vehicles per day or greater. Guidance: Edge line markings should be placed on pa ved streets or highway s with the following characteristics: A.Rural arterials and collectors with a traveled way of 6.1 m(20 ft)or more in width and an ADT of 3,000 vehicles per day or greater_ indicates a need for edge line B.At other paved si�eets and highways where an engineering study markings_ ; or engineering judgment indicates Edge line ma kings should not be placed where an engineering study that providing them is likely to decrease safety. Option_: st highways with or without centerline markings. Edge line markings may be placed on stie-....and � n�1�_d�-n-ert;for reasons such as if the traveled Edge line markings may be excluded, based on engneer gju way edges are delineated by curbs,parking,bicycle lanes, or other markings. Edge line markings may be used where edge delineation is desirable to minimize unnecessary driving on paved shouldcis or on rethge areas that have lesser structural pad ement sire st than- e adjacent roadway !ires F _sac _..k S..:to -.F ways excec: lesions, Section 3B.08 Extensions Through Intersections or Interchanges Standard: Pavement markings extended into or continued through an intersection or interchange area shall be the same color altd-at-least as the line markings they extend (see Figure 3B-11). Option: A normal line may be used to extend a wide Tine through an intersection. Guidance: it provide control or to i3e Where highway design or reduced visibility conditions make i.desirable to p_ vehicles through an intersection or interchange; such as at ofrset, skewed,complex, or multilegged intersections,on curved roadways,or where multiple turn lanes are used,dotted line markings should be used to extend longitudinal line markings through an intersection or interchange area. Option: tkags or major driveways_ Dotted edge line extensions may be placed through Guidance: should be extended into or Where greater restriction is required, solid lane lines or channeliziug continued through intersections or major driveways.However,edge lines should not be extended into or continued through intersections or major driveways as solid lines_ A single line of equal width to one of the lines of the double line should be used to extend a double line through an intersection_ To the extent possible,pavement marking extensions through intersections should be designed in a manner that minimizes poteutial confusion for drivers in adjacent or opposing lanes. Support: extensions. See Figure 3M 12(C f_Detail 4 and 45A for lane line January 21,2014 Chapter 3B—Pavement and Curb Marldnas Part 3-Markings California MUTCD Page 3B-12 (Ff WA's MUTCD 2003 including Revision) and 2,as amended for use in California) ., , , • •, : , . , , .. ., -, :.. . . . , ,. ., , .. . - .At least one retroreflective or internally illuminated marker per group shall be used or a retroreflective or internally Illuminated marker shall be installed midway in each gap between successive groups of nonretroreflective markers. - . ,. , : The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A112(CA).See Section 3A-05. Guidance: Raised pavement markers should not substitute for right edge line markings. Option: When substituting for wide lines,raised pavement markers may be placed laterally adjacent to each other to simulate the width of the line. Standard: if used or State highways, internally-illuminated raised pavement markers shall be installed by an encroachment permit and include a maintenance agree ert as a prevision of the permit for the service life of the markers. Section 3B.15 Transverse Markings Standard: Transverse markings,which include shoulder markings,word and symbol markings,stop lines, yield lines, crosswalk lines, speed measurement markings,speed hump markings,parkin. space markings,and others,shall be white unless otherwise specified herein. Guidance: Because of the low approach angle at which pavement markings are viewed,transverse lines should be proportioned to provide equal to of lonetudinal lines. Standard: Pavement marking letters,numerals, and symbols shall be installed in accordance with the Pavement Markings chapter of the"Standard Highway Signs" book(see Section 1 A.11). Crosswalk markings near schacis shall ce ya.low Refer to C IC 2'36'8 and Part'. Sppert: Refer to Ce;ar€T of i of a-src'ta"c , a:ver F c's :a . c .4: 'e'sc --e-s S and 1r,- cis See Section 1/1..11 for infer'-"at=cr regarding. :his utf.cat,;cr'-. Section 3B.16 Stop and Yield Lines Standard: If used,stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required to be made. If used,yield lines(see Figure 3B 14 38-14(CA()shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. Guidance: Stop lines should be 300 to 600 mm(12 to 24 in)wide. Stop lines should be used to indicate the.point behind which vehicles are required to stop,in compliance with a STOP(RI-1)sign,traffic control signal, or some other traffic control device,except YIELD signs. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings Page 3B-13 California MUTCD (FHWA's MLUTCD 2003 including Revisions 1 and 2,as amended for use in California) The individual triangles comprising the yield line should have a base of 38040-600 mm(42-te 24 in) wide and a height equal to 1.5 times the base_The space between the triangles should be 75 to 300 mm(3 to 12 in). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD(Rl-2)sign or a Yield Here to Pedestrians(R1-5 or R1-5a)sign_ Guidance: advance of the nearest If used,stop and yield lines should be placed a minimum of 1.2 m(4 ft)in crosswalk line at controlled intersections,except for yield lines at roundabout intersections as provided for in Section 313.24 and at midblock crosswalks_In the absence of a marked crosswalk,the stop line or yield line should be placed at the desired stopping or yielding point,but should be placed no more than 9 m(30 fl)nor less than 1.2 m(4 f1)from the nearest edge of the intersecting traveled way.Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an i nsignalized midblock crosswalk,yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 in(20 to 50 ft)in advance of the nearest crosswalk line,and parking should be prohibited in the area between the yield line and the crosswalk(see Figure 313-15). Stop lines at midblock signalized locations should be placed at least 12 m(40 ft)in advance of the nearest signal indication(see Section 41:1.15). Support Drivers who yield too close to crosswalks on multi-lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians. Support .. ,. ?l -or Tore than c'G '77 z�4 As defined in CVC 377,a'limit line',s a solid eM1`f;tte lire not ess than 3CC t- � t to Stet: aside,extending across a roadway or any po rtcn thereof.o.,dicate the port at. e traffic c . it:,u r: compliance with legal requirements. Standard: For all purposes,limit iinets)as defined per C C 3 7shall mean stop lines;. A limit line shall be placed in,conjunction with STOP :31-I..;signs on €aved a preach s;except w etc marked crosswalk exists. Guidance: f a sc e alk in;t pis--: . , an vu c: s ;akaA Octior,limit ire may ue placed o lance of . in CGwa3k t ..ces ane -a `sire" c-ro w"nfa—s `(.e' a S T.L S� 1 sign,traffic control signal or me the=traffc control de'ca. S=uorcrt la marked crosswalk is:r Pape rc "a}f as a Ei€i Typical:writ lire.=.arkirg..are shown it Figure ,_ Standard: of "„ The individual triangles comprising the yield line shall have a base cf 1-c �3 ( :t wide and a heigh.of .s ,. (3 ft).The space between the triangles shall be 0,3 m(1 ft). Support Figure 38-14(CA)shows typical yield lire layout for streets and highways. Section 313.17 Crosswalk Marrkines Support Crosswalk markings provide guidance for pedestrians who are crossing roadways by defining and delineating paths on approaches to and within signalized intersections,and on approaches to other intersections where traffic stops. Crosswalk markings also serve to alert road users of a pedestrian crossing point across roadways not controlled by highway traffic signals or STOP signs. At nonintersection locations,crosswalk marking s legally establish the crosswalk. January 21,zoto Chapter 3B—Pavement and Curb Markings Part 3-Marki gs California lvfliTCD Page 3B-16 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) Policy on Paddnn Restrictions Option: Local authorities may,by ordinance,provide for file establishment of parking meter zones and cause streets and highways to be marked with white lines designating parking spaces. Refer to CVC Section 22508 Standard: Where the proposed zones are on State highways,the ordinances shall be approved by the Department of Transportation. Local authorities shall furnish a sketch or map showing the definite location of all parking meter stills on State highways before departmental approval is given. Sport The District Directors have been delegated the authority to approve such ordinances. The desirable ff:-.e-,s'ons of parking meter stalls are 24 r"" '8 ft by 7.3 (24 k ortft a nimur le-gt- of 61 - '2: Guidance: At all one Kai.:le- :-. or E•=7;^S fran- E`T.:of auTi- e= oarkng ioNbted.A oeararce o E e ft -eas.1-ac ron -2-e s-c-tz. .ce: at afiefs ac At s for a -- r two s:a sde tz-c. :re stafl tE-Ct- or :-e fa-s ce See = jr Standard: The :.lecattrne-la approval for+s irstaiaicn of the dark'nf.,4 meters s 7E. L-..e era: t:,!, a,- e-c-:ac'imer: permit- Odts-. -cca 2,,.7:2127;73 SL-co- Degar:-e-t acc-c,a co-a%-es a-g,e :a ç c- tecfara; arrg a:al::a-a rc ted or S:ane nir'wEs. Section 3B.19 Pavement Word and Symbol Markings Support Word qmd symbol marking.s an tie pavement are used for the purpose of guiding,-warring_ or regulating traffic_ Symbol messages are preferable to -word messages. Ex=p:es of standard word and arrow pa---emert mPrkinas are shown F.-glues 3B.20 A and 3B 21 3E-2' A. a s Standard: Word and symbol markings shall be white,except as otherwise noted hi this Section_ Guidance: Letters and win-teials should be 1..8 a.- (-6 ft)2.44 - t or more in height. Word and symbol markings should not exceed three lines of information. If a pavement marking woad message consists of more than one Fite of information,it should read in the direction of travel_The fast word of the message should be nearest to the road user. Except for the two opposing arrows of a two-way left-turn lane marking(see Figure 3B-7), the longitudinal space between word or symbol message markings,including avow markings,should be at least four times the height of the characters for low-speed roads,but not more than ten times the height of the characters under any conditions. The number of different word and symbol markings used should be rinnimized to provide effective guidance and avoid misunderstanding. Except as noted in the Option,pavement word and symbol markings should be no more than one lane in width_ Option= 1;- mg- 1 a :: ';;;'Z • Z. ; Chapter 3B-Paverneut and Curb Markings January 21,2010 Part 3-Markings Page 3�-i7 California IviUTCD for use�California) (FHWA's MLUTCD 2003 including Revisions' and 2,as amended Cnifidaneei- %1._ - fl_ a e - .. _ - .: _ Standard. „ . =- shown Figure 3B.20(G ,)and 7C-101(CA)shall be used and it If creed,the SCHOOL pavement marking shall be restricted to a single lane(See Section 7C.06). Word and symbol markings near schools shall be yellow as provided in CVC 21368.See Part 7. Pavement word and symbol markings shsenid may be Proportionally scaled spaced to fit within the width of the facility upon which they are applied. Option: pavement words and symbols may be smaller than On narrow,low-speed shared-use path,the g suggested,but to the relative scale. Standard: ar space markings shall be placed in each The International Symbol of Accessibility parking P parking space designated for use by persons with disabilities.A blue background with white border may shall supplement the wheelchair symbol as shown in Figure 3B-4 3B-13 CA. off-street parking spa'..es. and loading and unloading areas s^a? if used,new �ns�=.�tit�r. of accessible. � p" include pavement marking details shown Pours.389 vCA`, or as shown or the Department's Revised Plan y304. e loading and unloading area shall be marked by a border and hatcher;lam The :order snail be painted blue and the hato'.ed lines sraf_ Le oa rated a su.`itable ccrtrasdhg olcr tc the pa rag sca-.,e bit6 or white paint is prefered;. if used, new construction of accessible on-street parking shall include a blue.painted curb, as shown on t e parking designated and designed for pre sc s Department's Reused Standard Plan J� $_If on-street '°with d snail es includes a loading and �unlcading area,it shell be marked by a border and i atched lines 'ne border shall be painted blue and the hatzi'red lines shall e panted a suitable cortnastiro color to the parking soada (blue or white paint is preferred*,,, e blue'border and shall shall Loading and unloading areas snail include the words :: 0 PARK N within te painted in wife letters no less than 0.3 _it ``: .- 'See iit Figur 38-IS Ref r c California 2.cce of Regulations Title 24,Section 1296-4 Standard: Where through traffic lanes approaching an intersection become mandatory tarn lanes, lane-use arrow markings(see Figure 3B-21 3E-24;CA-#)shall be used and shall be accompanied by standard signs- shall be designed as shown in Figure Lane use,lane reduction, and wrong-way arrow markings 3B 21 35-21(CA. Guidance: lanes, _s should be repeated as necessary to Where through lanes become mandatory t- lanes,signs in should e reeeatedg a queue of prevent entrapment and to help the road user select the appropriate waiting vehicles- Option: 35-21 tC ,` be used to convey either guidance car L use arrow markings(see Figure 3B- ))may may either be used to ancelor (see Figure 3B-2(3B-20(GA)) mandatory messages_The ONLY word marking( lane-use arrow markings(see Figure 3B-22)- In situations where a lane reduction transition occurs,the lane reanction a shown in Figure arrow markings 3B 2138 21(CA)may be used Guidance: geometries do not make wrong-way nnvemenis a Where crossroad channeLzation or ramp lane-use arrow should be placed in each lane of an exit ramp near the crossroad terminal where it will be clearly visible to a potential wrong-way road user(see Figure 3B-2-3-3B-23(CA)). January 2i;2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 313-18 f_FHWA's MUTCD 2003 including-R.evisionsl and 2,as amended for use in California) Option: The wrong-way arrow makings shown in Figure 3B 21 3B-21(CA)may be placed near the downstream terminus of a ramp as shown in Figures 3B 23 3B-23(CA) and 3B 21 to indicate the correct direction of traffic flow and to discourage drivers from traveling in the wrong direction_ A yield-ahead triangle symbol or YIELD AHEAD word pavement marring may be used on approaches to intersections where the approaching traffic will encounter a YIELD sign at the intersection(see Figure 3B- 25). Support: Lane use arrow markings are often used to provide guidance in turn bays(see Figure 3B-22),where turns may or may not be mandatory,and in two-way left.--turn lanes(see Figure 3B-7). Arrows: Standard: Where a turning movement is mandatory,an arrow marking accompanied by a regulatory sign shall be used.However, when an additional clearly marked lane is provided for the approach to the turning movement, the sign is not required.Refer to CYC 22101. a dies :! e-- :e r a le i-a a s _ s a, ?, s a-e Fci' 7e . s ovs a-: --c a g-s as s- t +% .y 3E--"54 arc ?: :e _se:at;ora ors Ti'`'c-e ctorvs-13 .ss:Ee :a a ,e the;r -e a - e '` `: a-a :r ,_ }. !a 1 e sole tyriC,21 • -: - _, 'T vcL...z,�..L�� a€�#�� _;��2��}/.�. _"��G "per- r,� �,. va+y�_- 4r,��:,.1 _t, v . eYVr�dr_ Cr.� �{.,`�r�'�S:�'r^.= • �lii.�-s;fir. two.-R hIgE %a£ta e,he-e..2L:. :a a f£'i�$�Qa SX:r-31 of :�i:.-o 31s4t hats:sitar:c -asa: c c auing for t e full width has 'zee- rr.ncte:adl. • Tw -ia:3s. t c-w ; high's tut` fi ` is acti -s o i -SC e free ay =r r SL k^V. Exit Ramp Arrows: Standard: A minimum of two pavement arrows shell be placed on each freeway exit ramp lane, A Type V arrow shall be the 5rst aX, on the rasp, in the direction of travel when exiting the freeway. Where a mandatory movement is required, a Type 1, li, ill, V. ;ill, or VIII arrow shalt be placed with its point acproxlrnateiy lr.l 0 rn (20 ft) preceding the limit "ire. :- sswalk cr STOP' peve,. nt legend. Where nc mandatory movemktnt is required,a Type V arrow shah be used at this locator, All other additional arrows. when used. shall te a minimum of 7.32 m (24 ft in length. All arraWs snail be placed in 'e center cf the!are a 'd spaced appr^xir€rately 3t m:1110 fl' tc 3C - '30C apace _tdar ce y acs`s ar posto-a'' ooass;:"'c s-o3:1 c :`3�-r{^ ;e -tre"a._ :e :-- r-a ' a atempt c enter the e -amp in the wrong director-. Svppert SeSe Figures 3B-21 Cf.,and 3E-23‘,C A„. Entrance Ram Arrows: Standard: A minimum of one Type I arrow,not less than 5.49 m(18 ft)in length,shall be positioned in the center of each freeway entrance ramp lane so that it is clearly in view of a right-way driver. Guidance: The distance between arrows,when more than one per are is needed,should be 30 m(1 00 ft)to 90 rn(300 ft:.The Type arrow should not be used on entrance ramps. Support See Figures 3B-21(CA;and 3E3-23(CA). Additional information on signing of ramp terminals is shown in Section 2E.50. Chapter 3B-Pal m3 and Curb Markings January 21,2010 Part 3-Markings California MUTCD 3B-19 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) Turn Lane Arrows: Standard: One directional arrow,a minimum of 2.44 m(8 ft) in length,shall be placed in the center of each turning lane near the point of entrance. Optcr: acç 3a s p e e d s, -ay 1..s t f y 7:-S r of a lerge--ar-cw.Ty; c Iry a-CAS'-a`i cc;lactic'1- long tn:ric lanes Support. See Figures 3E-7:C;Al a"d 38-17:1'CA', Suorcr.: Sector 2F..EC.fc- =-41. Option: Word and symbol markings may include,but are not limited to,the following.Other words or symbols may also be used under certain conditions. A.Regulatory: 1. STOP 2. RIGHT(LEFT)TURN ONLY 3. 40 km/h(25 MPH) 4. Arrow Symbols B.Warning: 1. STOP AHEAD 1 YIELD AHEAD 3. YIELD AHEAD Triangle Symbol 4_ SCHOOL XiNG 5. SIGNAL AHEAD 6. PED RING 7. SCHOOL 8_ R X R 9. BUMP 10. HUMP C. Guide: 1. US 40 2. STA1E 135 3. ROUTE 40 Standard: Except at the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line(see Section 3B.16)and STOP sign(see Section 2B.04).At the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line. The word STOP shall not be placed on the pavement in advance of a stop line,unless every vehicle is required to stop at all times. The yield-ahead triangle symbol or YIELD AILEA_D word pavement marking shall not be used unless a YIELD sign(see Section 2B.08)is in place at the intersection.The yield-ahead symbol marking shall be as shown in Figure 3B-25. A STOP aet g *a - sigrais. Opticr.: PaieTer:z mardngs with appropriate Fgures may be used to suppiere,-7.speed imit sigr,s.See'Sector 25.4:3_ Chapter 3B-Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-25 (FHWA's MUTCD 2003 including Revisions] and 2,as amended for use in California) Section 3B.25 Markings for Other Circular Intersections Support Other circular intersections include but are not limited to rotaries,traffic circles,and residential traffic calming designs. Option: The markings shown in Figures 3B-27 and 3B-28 may be used at other circular intersections when engineering jndgent indicates that their presence will benefit drivers or pedestrians. Section 3B.26 Speed Hume Markings Standard: If used,speed hump markings shall be a series of white markings placed on a speed hump to identify its location. Option: Speed humps, except those used for crosswalks,may be marked in accordance with Figure 3B-29. The markings shown in Figure 3B-30 may be used where the speed hump also functions as a crosswalk or speed table_ C v Pe 44': Kee/2. h r"; s or Dt n os are net ofcia: t af"c control ntrol dev'ws. Section 3B.27 Advance Speed Hump Markings Standard: If used, advance speed hump markings shall be a special white marking placed in advance of speed humps or other engineered vertical roadway deflections such as dips. Option: . Advance speed hump markings may be used in advance of an engineered vertical roadway deflection where added visibility is desired or where such deflection is not expected(see Figure 3B-31). Advance pavement wording such as BUMP or HUMP(see Section 3B.19) may be used on the approach to a speed hump either alone or in conjunction with advance speed hump markings_ Appropriate advance warning signs may be used in conformance with Section 2C.24. Guidance: If used, advance speed hump markings should be installed in each approach lane. Section 38.104. Ciagonal and Chevron Markings :Diagonal anc ci-error "a.s;r'gs snout: 06 :sec. Amen r tFe 0Oi iGr: of an engineer +`' S "ecessa j to acc" n-o'-es s cs to biscourage ,ehicLtar ra"lei uper.a paint Bred roadway feature such as an unusually'wide shoulder area a retest-an refuge island,or a traffic divisiora!or channelization island. Diagonal lines;when used,shcu id be installed between an edge line and traffic island or betwccn parr of double yellow Gres. Ctevror markings,when used.should ce installed between dlarneling lines for traffic flows in the same direction. Support: The applicable charinelizing lines for chevron markings are shown in Figure 3A-110(CA),Details 36, 36A and 368 and pairs of lines shown in Figure 3A-112(CA), Details 38 and 38A. The diagonal lines or chevron markings are normally 300 mm(12 in)wide. Standard: Diagonal fines and chevrons shall be the same color as the line or lines to which they connect and shall point at a 45-degree forward angle. Diagonal lines or chevrons, if used,shall be the same color as the edge line. Option: The spacing between these lines may vary from G.3 m (1 ft)in a pedesiran crosswalk to 60 m(20C ft)for iehicular traffic. Chapter 3B—Pavement and Curb Markings January-21,2010 Part 3 -Markings Page 38-62 California MUTCD u TC�3 (r'I�WA's_yI 2 003 including Revisions' and 2,as amended for use in Califo�ia Examples of Elongated Letters for Word Figure 38-24 (CA). (Sheet 1 of 2) Pavement Markings arlcing s ( r 1:1 1= r Ipl�! Ail �J ` 1 i I iRl 11101 � grjr t I 1 , I'!p` 1,i I = i 1 lMf � 711 y� q q} !1 �i j aR�l ' �"� �Yr� dal '•; 11; ^ 1 17 3-- i; i;l ir _ woo 111111 4.iil Mink r1 Ell `ills 1 1 I _ —- Ili k ;I, <'a A� 11 , �, 1 l s�, I! 1 I ! t vii!. i 1 �' Riil° ■ f i –1 ii ' I� I ; 1 ; ; LILI u ' ' 1 { f11111�iisi� �e,� Hi;t - u 1 --.4 1i'V 'ill I 1l- dpi — IN ow I Ili ;e> Is or stay 5a. l4.s 3ifs _ 1 -- � 1 ��1��1 il� y �1 lk 1 - t._ t i► 1 i , iii ig A 1�,� - 11 j1 1[ill 1+ 111 I Hill ri ; �� t -m :ate, i , ..IN ma. IIN mg t1013 lee w Wile +{■: 11 1 ,1 1 i t*ail grisi 1, 11 Nil 1 I I, j l! 1 ii+ .NI li I `J 711 ! 11 i.1 }� i VIA"1�M isnl Ai own Isl WA Oa 14 s1 NOT TO SCALE NOTES: conformance abets for highway 1. si sand and meat msulapp oved by Depaof Transporta�- _ signs and pavement markings ortation's 2. The design details for various words are also shown in Department of Transp Standard Plans. January 21,2O10 Chapter 3B-Pavement and Curb Markings Part 3-Markings California MUTCD Page 3fs-63 (FHWA's lvfUTCD 2003 including Revisions1 and 2,as amended for use in California) Figure 313-20(CA). Examples of Elongated Letters for Word Pavement Markings (Sheet 2 of 2) Ali `iti hkin; l'(•• ` i 1Z � t i; I f fi !l i , a is i t iii ill+■ " � it iip ; !!i ,, a Fi r� i' �1. ; k s si ' !i ,U111 5nialt: i. _ j1 .V F Tip: i il;. $Iias 1 � Pei 1 mil i —. i liel 1111 Psi 1 IDII� (tom ri lb as R. Pik it. I. ilk 111 11111 itt,I II 1 7 11 rig__,„.11!. 1. 0,111, i ��j li :. 1 _ ; 3 Y if I m '1, „ s MB:sm `� � f of • Esc i i F i 21m AI lit I III 13 i i ilii ilrlit 3_ i s� -._ k i E t A'-- jI' _ ' i.� � Ls ■► !jia t. f ii; f`m a ! i iii a0acs Y1f Trs IC*: i4 Z 1* 2___ 2:111 ow Lai I „,,..... 40 I'N. 14I sat lall a� '•44 s g kti ft A :tai NOT TO SCALE NOTES: 1. All letters and numerals should be in corrfrtnnanae with the standard alphabets for highway signs and pavement markings approved by Department of Transportation. 2_ The design details for various words are also shown in Department of Transportation's Standard Plans. 3. Half-size"BIKE LANE"legends are shown on Figure 9C-6(CA). Chapter 3B—Pavement and Curb Markings Tamar,.21,2010 Part 3-Markings Page 3B-65 California MUTCD (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California Figure 38-2! (CA). Examples of Arrows for Pavement Markings(Sheet I of 2) --r. (15 ti tssa ► _� —::;__:_ls_ --t-- �� Y • i TYPE I ARROW _ � t_' - — a1...lit art -- —04 1j i .4--t9s:.� --- -- ---- _ TYPE I ARROW # --- I -► ,aa +e EU TYTE=ARC TYPE t ARROW USE WARM 1111AGE:. f'=x.#_ -- , w --- ----- —. -- - t —` -_ 2-z — E wen _ 4 - _ - I NOT TO sG+►i. I _ — • _ - - - aBaret€!i;Ai i ua�ana }.,.-�.6..44 C'..— US IR a a.1_ ��,,., -Y? c'4- T�fPE■p-? TYPE R(MARROW TYPE [MARROW ■OM for various arrows are also shorn in Department of Transports/Wes fillenderd Pte` Chanter 3B-Pavement and Curb Markings immarY 21,2010 Part 3-Markings California MUTCD Page 3B-86 (FHWA's MUTCD 2003 including Revisions1 and 2,as amended for use in California) Figure 3B-103(CA). Examples of intersection Markings € € a o H-- ° E I E 1im(bi . umin Mn ce lii i al(1 ft) .r R1-1 $38 m(1 ft ci T If( 1) t 4 r Role 1) Sia See tote 1} E 4- (See Note It co H m STOP --' E G a G. ! Q E (See Note 2; E cs 2-LANE MULTI -LANE LEGEND --1►- Direction of Travel NOT TO SCALE NOTES- 1. The Limit Line is optional, refer to Section 38,16_ The Limit Line on wide side roads or tong radius corners may be bent at a 45±angle for traffic making a right turn, 2. Mien a Stop Ahead{W3-t} or STOP AHEAD(W3-1a) n is used,.a STOP AHEAD pavement marking may be pfd to supplement the sign acs to Section 36.13, /This space left intentionally blank) Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings Page 2B-49 California MUTCD (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) The BEGIN FREEWAY(R57(CA))sign shall be used to mark the beginning of a section of freeway on which parking is prohibited. Support: Position the R57(CA)sign above the EMERGENCY PARKING ONLY(R8-4)sign. Refer to CVC 21960. Standard: The END FREEWAY(R58(CA))sign shall be used to mark the end of a freeway. Section 2B.43 WALK ON LEFT FACING TRAFFIC and No Hitchhiking Signs(R9-1,R9-4,R9-4a) Option: (see Figure 2B-18)maybe used on highways The WALK ON LEFT FACING TRAFFIC (R9-1)sign where no sidewalks are provided. Standard: If used,the WALK ONon the pavement or TRAFFIC shoulder absence of ed Irian pathways or road where pedestrians walk p sidewalks. Option: The No Hitchhiking(R9-4a) sign(see Figure 2B-18)may be used to prohibit standing in or adjacent to the roadway for the purpose of soliciting a ride. The R9-4 word message sign(see Figure 2B-18)may be used as an alternate to the R9-4a symbol sign. Section 2B.44 Pedestrian Crossi Option: Pedestrian Crossing signs (see Figure 2B-18)may be used to limit pedestrian crossing to specific locations. Standard: If used,Pedestrian Crossing signs shall be installed to face pedestrian approaches. Option: Where crosswalks are clearly defined,the CROSS ONLY AT CROSSWALKS (R9-2)sign may be used to discourage jaywalking or unauthorized crossing. The No Pedestrian Crossing(R9-3a)sign may be used to prohibit pedestrians from crossing a roadway at an undesirable location or in front of a school or other public building where a crossing is not designated. The NO PEDESTRIAN CROSSING(R9-3)word message sign may be used as an alternate to the R9-3a symbol sign.The USE CROSSWALK(R9-3b)supplemental plaque,along with an arrow,may be installed below either sign to designate the direction of the crossing. e N C - "' (R49(CF,)) Sign may oe::web as an alternate to e c3 c€re^ R9-.3 a...; 2 Support: One of the most frequent uses of the Pedestrian Crossing signs is at signalized intersections that have three crossings that can be used and one leg that cannot be crossed. Guidance: The R9-3b sign should not be installed in combination with educational plaques. Support: Refer to CVC 21106. Section 2B.45 Traffic Signal Signs(R10-1 through RIO-21) Option: To supplement traffic signal control,Traffic Signal signs RI0-1 through R10-21 may be used to regulate road users. Guidance: When used,Traffic Signal signs should be located adjacent to the signal face to which they apply. January 23,2010 Chapter 2B—Regulatory Signs Part 2-Signs California MUTCD Page 2B-110 , (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California} . Table 28-101(CA). California Regulatory Signs (Sheet 4 of 8) California MUTCD 1 California WITCO i Code Code Title of Sign i 1 Section P47 -'.6. None 1 313C0 FIN=FOR L -TFP'N.:). JTh. C3CA,, . Re47At OA .i.....4v $1 Cra FINE F O RNMAL ABANDONMENT 9E.'4034`0A. R484'4=1 None J SPEED ENFOP2F- BY q_l'..-2)A P. 2P.13 f ! R48-14CA. None IRADARENFOCED 28.13 R48-2"CA, ?,;--e SPEED ENFOPOP7 E' A.:-....". R - 26 "3 R49 ,*- 1.,,,:;- NC PE-; CR--c-'-PN'I. -...'SPI3R)PZ-3.41.4,_?" ".P. 44 5: :.: :..7.4 - ' '....,...7.`. 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Gl`4,-1,.. , ?' --- 4 "s.-4,1 fq iNSTL -;',., ::‘, - 2-.4: , I „3-...4:-..,:4, Nc-i 3 ---a NS c;...c'IIL z' ::: - '' r: ,:t., :-'s ..!...-,E,-,- .25 39 _ _ I - 1 ;4.4.4:NS R47:2:,:4-`7:- .L.5 3; i R-6-1 C,a \t'--I:- a ON SINGLE A, ......=.2= „9 .E- 2_E-: .-',-- -:--_,=:_..E.:7 1 2E.3; , =-- ::= ‘ --;-,:-.- r =x".-s,c7P-'" -/..z. I „ -;" :s1 Chapter 2B-Regulatory Signs January 21,2010 Part 2-Signs Page 2B-118 California MUTCD including. (FHAVA's NTUTCD 2003 including Revisions 1 and 2,as amended for use in California) , ___ _____________Ta_,ile 2S-102(CA).MUTCD Regulatory Signs(Sheet 4 of 6) UTCD ' California : Title of Sign Califomia.MUTL,D . 8::ci!,Si.73,2:I:7,,.,:n, hiC°c ---c Code --!,t2n11111M111111.1:18..si_n Noce ' 2B.43 . ki ...., CROSS a 1 R9-2 i '4" r`cOS ONLY ATi...,-RaSS liALKS : F2::44.44, gmszgMZISZ§gUMIIIIIIIIIIIIIIIIIIIIII, i •::J-:,',.-'3,-; : ‘4.--_;rc.,- ._..--- ...,,,, ,,- _: __ .., • Nic -4,.....7,-.7 N.; ,.., _ _,,_ - 3 ;3 ': i 7--;.:;---ta '4-- - '''• — -,.-...,, -:;;;;;= :::::-_,- z .:.-, .-- ______ __ -:;-.-r,',- 7_E-37.-::.- .. _/. ,-_-:- -- — 1:74 !____---------"' ------,, ___ --1 Si...E. , , , - -:.^.7 • - - a I --- -----Tir C -,',,a•,2`. •-,L-•.■''--'-' , ,-•::a..::', _:::"= i :",".,•..-C , j 7.e.*::-1 4%, ,,.• • -'4.---f--.------- ,, ,.,,... 'A ,7..,ri,F•NL.,._K ,_--.2:--- ' - _.‘ •, . ; '7c.i.4:,':, i 4 -- ..,:: •4,-, 74-, 4 - . - .-- -- i ..:::'::-r a -7-'- -- ---_. . _2 :......i.TE,F..,:-s- -: .7.-_•••'.. --,- . - ; 4 - - __________— z„ , rac, a, :;,,, ,. ,.__ _ ,. _ i---- ----------- 4 :_•.- -- , 4 ----'-'''' 4 4 4•,•..- .--------, t . 4 _ 1 -,-- :-.'-,-----,:7sC "'',,t-.* z.'°7' .- - -,-_----;.-- :-- -.--.--:-•::::- i'-• 1 -LE.-., 41.;..., . i - ---- 1 S:grail".-SZ' - --='• ''"7"-- __ .. ...., ::::-;-_-.i.i.-::,---;" -:-'------ - "--- 1 L.7.-'-, — 1 7-••• ;-:-i ..`---i n - 1 _ .. -,41,-. , - '• .1 ---1Z--•-' 7."-- ' :-.•,' , . ---.7..:-.;74 ,-, .4...!: .F..' Y.,--- } -A- A-- ' - r.,,--,-• ,-:,- - - ..„. . 44,44 c7.14., a,,--;,:---c-.:-4ti 4 L..--- -.- 2'4 --..:=-',--- ,IMINIMENIIIII . 4 P *, ;1•,4_;_ria , NCr.- - A''' .+._, 1' r•,..",:4•i'-'-r B-LoCK , -, --- - '-'- ':':- ,• . . .4, - ,-, --r-- , - - : - - - • -,,, .-- -- *' ' ".‘1 -' ' ';;:7;•-• k' '-''''' . - -- -- -- ------,__---- - --,,,•; : 7**47'--" ,‘• k - * January 21,2010 Chapter 2B-Regulatory Signs Part 2-Signs California MUTCD Page 2C-30 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) t Figure 2C-4. Roadway Condition and Advance Traffic Control Signs V W3-1* W3-2` W3-3* W3-4 e*: z • • W8-1 W8-2 W8-3 W841. • • • • W8-5 W8-7 W8-8 W8-9 • • • • W8-9a W8-12 W8-13 W17-1 *An optional word message sign is shown in the-Standard Highway Signs"book. Chapter 2C—Warning Signs September 26,2006 Part 2-Signs Page 2C-28 California m1.7CD (FHWA's MLTCD 2003 Revision 1,as art',/,,:e,nded for use in California) Figure 2C-2 (CA) Vertical Grade Signs , ,7306 CA) 31�13QC 'CP) Figure 2C-3. Miscellaneous [+Yarning Signs • I 4-,i } Y } r „; s+ i4 5-t T 1 ri5-2 k I L:. d v W6-2a '2 1 t 2 m'X 1112-2p --Y 12-2 40 MOM `tr..4-1 • W14-2 W14-1 a 0114-2a September 26,2006 Chapter 2C—�fi arning Signs part 2-Sims California MUTCD Page 2C-31 (FHWA's MUTED 2003 Revision I,as amended for use in California) Figure 2C4 (CA). Roadway Condition and Advance Traffic Control Signs W38 (CA) W3-3a or W41A(CA) W43 (CA) W50 (CA) W50-1 (CA) W55 (CA) W558 (CA) SW26 (CA) SW28 (CA) SW32 (CA) SW35 (CA) SW41 (CA) SW45 (CA) 3VV46 (CA) SW54 (CA) S{x`54-1 (CA) SW54A (CA) SW548 (CA) SW54C (CA) Chapter 2C—Warning Signs September 26,2006 Part 2-Signs California MUTCD Page 2C-1 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) CHAPTER 2C.WARNING SIGNS Section 2C.01 Function of Warning Sims Support: Warning signs call attention to unexpected conditions on or adjacent oohd users street o candid to os that situations that might not be readily apparent to road users.Warning signs alert r might call for a reduction of speed or an action in the interest of safety and efficient traffic operations. Section 2C.02 Application of Warning Si ibis_ Standard: or on engineering judgment. The use of warning signs shall be based on an engineering study Guidance: um as the unnecessary use of warning signs tends to The use of warning signs should be kept to a minimum is seasonal or temporary,the warning disrespect should remov d or situations covered when the condition or ctivity does not exist. warning sign sh Support: The categories of warning signs are shown in Table 2C-1. Warning signs specified herein cover most of the conditions that are likely tto be control zones,s dditional l warning signs for low-volume roads (as defined in Section 5A.01),temporary areas, highway-rail grade crossings,bicycle facilities, and highway-light rail transit grade crossings are dit.c.ussed in Parts 5 through 10, respectively. Option: Word message warning signs other than those specified in this Manual may be developed and installed by State ..:: : .. _ _ . - Department of Transportation(See Section 2A.06). Warning signs may be supplemented with a yellow flashing beacon. Section 2C.03 Desi of Warm!g Sins Standard: (square with one diagonal vertical) a black legend All warning signs shall be diamond-shaped(sq designated otherwise.Warning signs shall be and border on a yellow background unless specifically desig designed in accordance with the sizes,shapes,colors,and legends contained in the"Standard Highway Signs" book(see Section 1A.11). Option: bicyclists,playgrounds,school buses. Warning signs regarding conditions associated with pedestrians,bic clists, gr and schools may have a black legend and border on a yellow background or a black legend and border on a fluorescent yellow-green background. Support: Sign design details are contained in FHWA 1 for Standard Highway ray Signs book and d©eparment of Transportation's California Sign Specifications. See Section Table 2C-101(CA) shows a list of California Warning Signs. Table 2C-102(CA)shows a list of MUTCD Warning Signs. The use of educational plaques to supplement symbol signs is described in Section 2A.13. Section 2C.04 Size of Warning Signs ' Standard: should be as shown in Table 2C-2. The sizes for warning signs shall Guidance: The Conventional Road size should be should on be us d for higher-speed speed applications to provide larger signs The Freeway and Expressway sizes for increased visibility and recognition. September 26,2006 Chapter 2C—Warning Signs Part 2-Signs California MUTCD Page 2C-2 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Option: The Minimum size may be used on low-speed roadways where the reduced legend size would be adequate for the warning or where physical conditions preclude the use of the other sizes. Oversized signs and larger sizes may be used for those special applications where speed,volume,or other factors result in conditions where increased emphasis, improved recognition, or increased legibility would be desirable. Standard: The minimum size for supplemental warning plaques shall be as shown in Table 2C-3. Option: Signs larger than those shown in Tables 2C-2 and 2C-3 may be used(see Section 2A.12). Section 2C.05 Placement of Warning Signs Support: For information on placement of warning signs, see Sections 2A.I6 to 2A.21. The total time needed to perceive and complete a reaction to a sign is the sum of the times necessary for Perception, Identification(understanding), Emotion(decision making). and Volition(execution of decision), and is called the PIEV time. The P1EV time can vary from several seconds for general warning signs to 6 seconds or more for warning signs requiring high road user judgment. Table 2C-4 lists suggested sign placement distances for two conditions. This table is provided as an aid for determining warning sign location. Guidance: Warning signs should be placed so that they provide adequate P1EV time. The distances contained in Table 2C-4 are for guidance purposes and should be applied with engineering judgment. Warning signs should not be placed too far in advance of the condition, such that drivers might tend to forget the warning because of other driving distractions, especially in urban areas. Minimum spacing between warning signs with different messages should be based on the estimated P1EV time for driver comprehension of and reaction to the second sign. The effectiveness of the placement of warning signs should be periodically evaluated under both day and night conditions. Option: Warning signs that advise road users about conditions that are not related to a specific location, such as Deer Crossing or SOFT SHOULDER,may be installed in an appropriate location, based on engineering judgment, since they are not covered in Table 2C-4. Standard: Warning signs shall be installed in accordance with the general requirements for sign placement as described in Sections 2A.16 to 2A11 and as shown in Figure 2A-1(CA). Section 2C.06 Horizontal Alignment Signs(Wi-1 through W1-5,W1-11,W1-15) Option: The horizontal alignment Turn(W1-1),Curve(W1-2),Reverse Turn(W1-3),Reverse Curve(W1-4), or Winding Road(W1-5)signs(see Figure 2C-1)may be used in advance of situations where the horizontal roadway alignment changes.A One-Direction Large Arrow(WI-6)sign(see Figure 2C-1 and Section 2C.09)may be used on the outside of the turn or curve. If the change in horizontal alignment is 135 degrees or more,the Hairpin Curve(W1-11)sign(see Figure 2C-1)may be used. If the change in horizontal alignment is approximately 270 degrees, such as on a cloverleaf interchange ramp,the 270-degree Loop(W1-15)sign(see Figure 2C-1)may be used. Guidance: The application of these signs should conform to Table 2C-5. When the Hairpin Curve sign or the 270-degree Loop sign is installed, either a One-Direction Large Arrow(W1-6)sign or Chevron Alignment(W1-8)signs should be installed on the outside of the turn or curve. Chapter 2C—Warning Signs September 26,2606 Part 2-Signs California MUTCD Page 2C-8 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Support: for lane reductions. See Figure 3B-12(CA)for signing and marking applications Section 2C.20 Double Arrow Sign(W12-1). Option: The Double Arrow(W12-1)sign(see Figure 2C-3)may be used to advise road users that traffic is permitted to pass on either side of an island,obstruction,or gore in the roadway.Traffic separated by this sign may either rejoin or change directions. Guidance: If used on an island,the Double Arrow sign should be mounted near the approach end. If used in front of a pier or obstruction,the Double Arrow sign should be mounted on the face of,or just in front of,the obstruction.Where stripe markings are used on the obstruction,they should be discontinued to leave a 75 mm(3 in)space around the outside of the sign. Section 2C.21 DEAD END/NO OUTLET Signs (W14-1,W14-1a,W14-2,W14-2a) Option: The DEAD END(W14-1)sign(see Figure 2C-3)may be used at the entrance of a single road or street that terminates in a dead end or cul-de-sac. The NO OUTLET(W14-2)sign may be used at the entrance to a road or road network from which there is no other exit. DEAD END(W14-la) or NO OUW'LET(W14-2a)signs (see Figure 2C-3)may be used in combination with Street Name(D3-1)signs(see Section 2D.38)to warn turning traffic that the cross street ends in the direction indicated by the arrow. At locations where the cross street does not have a name,the W14-la or W14-2a signs may be used alone in place of a street name sign. Standard: When the W14-1 or W14-2 sign is used,the sign shall be posted as near as practical to the entry point or at a sufficient advance distance to permit the road user to avoid the dead end or no outlet condition by turning off,if possible,at the nearest intersecting street. The DEAD END(W14-1a)or NO OUTLET(W14-2a)signs shall not be used instead of the W14-1 or W14-2 signs where traffic can proceed straight through the intersection into the dead end street or no outlet area. Option: The END ENDS ))sign may sign may rbe used in advance of the END(W31(CA))sign. The ROAD ENDS FT(W31A(CA)) g Y Support Install in a head-on position in combination with an end-of-roadway marker.See Chapter 3C. See Figure 2C-3(CA)for W31(CA)and W31A(CA)signs. See Figure 3C-1 and 3C-101(CA)for examples of object markers and more details. Section 2C.22 Low Clearance Signs(W12-2 and W12-2o) Standard: The Low Clearance(W12-2)sign(see Figure 2C-3)shall be used to warn road users of clearances less than 300 mm(12 in)above the statutory maximum vehicle height. Guidance: The actual clearance should be shown on the Low Clearance sign to the nearest 25 mm(I in)not exceeding the actual clearance.However,in areas that experience changes in temperature causing frost action, a reduction,not exceeding 75 mm(3 in), should be used for this condition. Where the clearance is less than the legal maximum vehicle height,the W12-2 sign with a supplemental distance plaque should be placed at the nearest intersecting road or wide point in the road at which a vehicle can detour or turn around. September 26,2006 Chapter 2C—Warning Signs Part 2-Signs California MUTCD Page 2C-11 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Option: The black on orange background LOW SHOULDER(W8-9) sign may be used on State highways to warn of a shoulder condition where there is an elevation difference of less than 75 mm(3 in) between the shoulder and the travel lane.See Section 6F.42. Section 2C.27 Slippery When Wet Sign (W8-5) Option: The Slippery When Wet(W8-5)sign(see Figure 2C-4)may be used to warn that a slippery condition might exist. Guidance: When used, a Slippery When Wet sign should be placed in advance of the beginning of the affected section(see Table 2C-4), and additional signs should be placed at appropriate intervals along the road where the condition exists. Option: The WATCH FOR SNOW SLIPPERY(SW46(CA))sign may be used to warn road users of conditions where snow may be on the roadway surface, but chains are not yet required. The SW46(CA)sign may be placed in advance of areas where such conditions may exist,and intermittently as needed where such conditions may exist for long sections of highways. The SW46(CA)sign may be displayed when weather conditions are such that it would be reasonable to assume that snow on the roadway would be a possibility. Guidance: The SW46(CA) sign should be removed when such conditions are no longer present. Support See Figure 2C-4(CA)for the SW46(CA)sign. Section 2C.28 BRIDGE ICES BEFORE ROAD Sign(W8-13) Option: A BRIDGE ICES BEFORE ROAD(W8-13)sign(see Figure 2C-4)may be used in advance of bridges to advise bridge users of winter weather conditions. The BRIDGE ICES BEFORE ROAD sign may be removed or covered during seasons of the year when its message is not relevant. The ICY(W43(CA))sign(see Figure 2C-4(CA)) may be used in advance of locations where an icy condition requires extra caution. Guidance: The W43(CA)sign should be used on mountain roads, which may be continuously in the shade and where ice forms during the greater part of the winter.This sign should be covered or removed at the end of the winter season or when the icy condition no longer exists. The sign should be located in advance of the beginning of the icy sections. Section 2C.29 Advance Traffic Control Signs(W3-1,W3-2,W3-3,W3-4) Standard: The Advance Traffic Control symbol signs(see Figure 2C-4)include the Stop Ahead(W3-1),Yield Ahead(W3-2),and Signal Ahead(W3-3)signs.These signs shall be installed on an approach to a primary traffic control device that is not visible for a sufficient distance to permit the road user to •' respond to the device(see Table 2C-4). The visibility criteria for a traffic control signal shall be based on having a continuous view of at least two signal faces for the distance specified in Table 4D-1. Support: Permanent obstructions causing the limited visibility might include roadway alignment or structures. Intermittent obstructions might include foliage or parked vehicles. Guidance: Where intermittent obstructions occur, engineering judgment should determine the treatment to be implemented. Chapter 2C—Warning Signs September 26,2006 Pei t2-Signs Page 2C-12 California MUTCD • (FHWA's MUTCD 2003 Revision 1,as amended for use in California Option: traffic control An Advance Traffic Control sign may be used for additional emphasis of the primary device, even when the visibility distance 3toa edevic use d satisfactory.alternates to the Advance Traffic Control Word messages symbol signs. l plaque(see Section 2C.49)may be installed above or below an Advance A supplemental street name p aq Traffic Control sign. d traffic A warning beacon may be used with an Advance Traffic Control sign. A BE PREPARED TO STOP(W3-4)sign(see Figure 2C-4)may be used to warn of stop s traffic caused by a traffic control signal or in advance of a section of roadway that regularly Pe congestion. Standard: When a BE PREPARED TO STOP sign is used in advance of a traffic control signal, it shall be used in addition to a Signal Ahead sign. + ' r` .. -. ._._ . 0 • .. . . Standard: A warning beacon or WHEN FLASHING(W 16-13p)plaque shall not be used to supplement the BE PREPARED TO STOP (W3-4)sign.Studies indicate that these ed noes a warning not beacon r WHEN warning devices for motorists approaching signalized intersections. FLASHING(WI6-13p)plaque also addresses the situation when a warning beacon is inoperative for any reason. Guidance: to an intersection where there is channelization The Stop Ahead sign (W3-1)should not be used in the app and the majority of the traffic turns to the right without being required to stop. Option: in accordance with Section 38.19. The STOP AHEAD pavement markings may p" The SIGNAL AHEAD sign(W3-3a) may be used for overhead mastarm and overhead structure mounted locations. The SIGNAL/STOP AHEAD Arrow sign(SW26(CA)) may be used in the head-on position where W3-1 and W3-3 signs have proven ineffective, Guidance: The W3-1 and W3-3 signs should be left in place when the SW26(CA)sign is placed. Support: See Figure 2C-4(CA)for W3-3a sign. Section 20.30 S eed Reduction 3 � W3-Sa Guidance: A Speed Reduction(W 3-5 or W3-5a) sign(see Figure 2C-5)should be used to inform road use of a reduced speed zone when engineering judgment indicates the need for advance notice to comply with the posted speed limit ahead. Standard: installed at the If used,Speed Reduction signs shall be followed by a Speed Limi t(R2-1) beginning of the zone where the speed limit applies. eed limit displayed on the Speed Reduction sign shall be identical to the speed limit The sp it si displayed on the subsequent Speed Lim' gn. sign may be used where known Option: MILES(SW17-1(CA)) i9 The TRAILERS-CAMPERS-GUSTY WIND AREA NEXT_ or potential wind collision problems exist. Support: A) for See Figure 2C-5(CA) SW17-1(CA)sign. September 26,2006 Chapter 2C—�'arcing Signs Part 2-Signs PROJECT LOCATION SURVEY DOCUMENTS UICINlTY Mile CITY OF SAN BERNARDINO - 522 .S, 3 Point # B a- # Omit�ESe3' - `=. REl.T NAVIN 12?:-..o i; Q , a NAV 29_ !r HL • ± I © Z "oil_ttv4E_ Noaa/Pid E.V 1:-Y W 0.15 L - Quid S=r, Berri..irJi,.. , J,rfh W gr;05/1, SID, DRY/S E I 0 Date:SEPT. /3, 2D / :A!= I_tNE E T 7....--- --- I , ( (---- ---'. ...Ns. N 6 C - 4 ReET -r14 leo d • Be Ar • 4REA DETAIL 1 1-3 !/ f 40_ 5 \------____________ . 1:lit._ / tki ,./ tili) p. .,. _______________ l c s Ui.-z 3 a .31> '�" STREET NOTE: POINT IDENTIFICATION AND GO TO DESCRIPTION ON SACK OF .11: • l PONT IDEFIRcATiON CITY OF SAN BERNARDINO BRASS D 15K STAMPED P5?Z RE5E7-1431.8. //I1 TN5 N.V. t u ADfiR91T OF c&A7ERTAV AVE E'3.01-"v s7: I' of 5- ABOUT 375 FT tt)cR R711 C1F T.frtE CENTER DF THE.S711y NAvss BERNARDIRID L RD5.5rotJN FREEWAY- LURTERMAS1 NAY29 AVE. OVER PASS S S,0 FT/IJDRTH IF 44,5 FT WEST Koaa/Pid EV 135' D F THE CENTER U/tlE P./, l3 F WA TERIR,W t 3D EP"5" I DI!11 Jam; 2D. ' F7 11.I.E_'LY OF T,.S: RAWER POLE L-5D°), RAID By: LB3H, 32111 1aAY/5; 3.toFT VEST'DfTH('CLIRBI_INE /N THE 5_W, 1 DRNERD'te' SEPT�3:2�'IJ/ OF R 5TDRm DRAIN GoToDESCRiPixxit 34a o$'45" 11 l° Ho' 43" FRAIn SAIU BERVARD1!1/J C/T Y XRLL L' 3c9 5T. q VORTH D IV "D " STREET ',J.5/771LES TO H/1 I11P/?O AVE, j 0 , 75/PILES EAST attJH/GHLARJD AVE' ID WATER/77A/21 AVE. L}. toy m1L ES NoRTN QN WRTERmAIV FIVE' TZ' 30 79? 5-TRE-E7 T, F3 5ZZ RESET t 9tvB karma b aty Engine=Office—300 N-1:1"Street.San 13emardino.CA 9241$ '4-�ts '7 �. �„ '"t i Vie- �, `41 t.„,,'.:f-.,,,,,j,,,,Ailt' ."4,0_,.:•':a••:'-'1':,:•:-!-: '---• : '•_,,...! ''-,..tiiti,!47.t.,,-ziesi- „zr,iii,:t7-t,..t,.:tri,,ii:,,,-7--„ ,_,,,,':-. :"' :w a'al N : ,r4 d .g p .. y .c ,� ;ma;` , H':), '1V-•;%'St'q."5,, ,Nr,,,,, '',',-..t-,"..j...,,ZWii: te..:,,, . , ,,,, , ,,. ,. . SURVEY MONUMENT PRESERVATION GUIDELINES CALIFORNIA LAND SURVEYORS ASSOCIATION & CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA Joint Professional Practice Committee - Riverside/San Bernardino and Desert Chapters (In Cooperation with the Riverside &San Bernardino County Surveyors Office) PREFACE: The preceding public survey documents are provided from a search of records on file in the City of San Bernardino, Office of the City Engineer. All work is to be performed by a person or under the supervision of a person authorized to practice Land Surveying(refer to Sub-section 6-1.10 "SURVEYING SERVICE"of these Special Provisions). All new and replaced survey ties shall be by transit method The following regarding public works construction in the Public Right of Way is extracted from letter from the above agencies, dated April 13, 2007: NEW & RECONSTRUCTION PROJECTS A. PRIOR TO CONSTRUCTION (1.) The survey crew shall diligently search for all survey monuments of record and on the surface of the road. It is suggested (that) the search(sh)ould include the use of a metal detector. When the detector indicates the possibility of a buried survey monument, then digging below the surface to uncover the monument within 2"of the road surface is recommended. (2.) The survey crew shall properly reference all found survey monuments, which may be disturbed or covered during construction, to stable surface points. (3.) The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in(I)te n (2.), above. Prior to the start of any construction work, the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. B. AFTER CONSTRUCTION AND PRIOR TO RECORDING NOTICE OF COMPLETION 1. All covered and disturbed monuments shall be reset with the same or more durable type of monument as the original, in the surface of the construction. Key monuments shall be a minimum 1"inside diameter iron pipe of appropriate length. 2. A monument box or other protective structure is recommended to be placed around key monuments (section corners, quarter section corners). 3. The authorized surveyor shall properly complete a Corner Record of Record of Survey for all set monuments with a change in character, including tag number, and submit it to the County Surveyor for review, signature and filing. NOTE: Parentheses above indicate changes to original text. CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this day of G , 20 , between the City of San Bernardino(owner and hereinafter"CITY"), and NaY - , x,. (hereinafter C NTRACTOR"). 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged, the CONTRACTOR agrees with the CITY, at the CONTRACTOR's own proper cost and expense in the Special Provisions to be furnished by the CITY,to furnish all materials,tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY (WB EXIT RAMP - WATERMAN AVENUE ) ( TC 08-009 ) in strict conformity with Plans and Special Provisions No. 12854 , and also in accordance with Standard Specifications for Public Works/Construction, latest edition in effect on the first day of the advertised "Notice Inviting Sealed Bids" for this project, on file in the Office of the City Engineer, Public Works Department, City of San Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. The CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the Plans and Special Provisions,and requirements of the Engineer under them. 3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on the basis of race, color, national origin, religion, sex, marital status, or ancestry in the performance of this contract, nor shall the CONTRACTOR or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy,as recipient deems appropriate. AGREEMENT: TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY (WB EXIT RAMP- WATERMAN AVENUE) PLANS AND SPECIAL PROVISIONS NO. 12854 (TC 08-009) 4. CITY hereby promises and agrees with the said CONTRACTOR to employ, and does hereby employ the said CONTRACTOR to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions above set forth; and the same parties for themselves, their heirs, executors, administrators,and assigns, do hereby agree to the full performance of the covenants herein contained. 5. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said CONTRACTOR, then this instrument shall control and nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. IN WITNESS WHEREOF,the parties of these presents have executed this contract in four(4)counterparts, each of which shall be deemed an original in the year and day first above mentioned. CONTRACTOR CITY OF SAN BERNARDINO NAME OF FIRM: 31a' \ ic• BY: ALLEN PARKER City Manager BY: . 2.41 Oil u TITLE: ev rZ IN cro e ATTEST: MAILING ADDRESS: \ c‘U \\ Ujk CWOL ( ,,xit/d7z1t..„..L GaGEANN HANNA ft\°61\() CZ City Clerk PHONE NO.: 1 ) `Q7 CO APPROVED AS TO FORM: ATTEST: S F. PENMAN, City Attorney G uts sc , A i 2,vzz !�-r t7�� i ce NOTE: Secretary of the Owner should attest. If Contractor is a corporation, Secretary should attest. THE AMERICAN INSTITUTE OF ARCHITECTS MA Document A312 Performance Bond Bond No. 82328279/9128196 Any singular reference to Contractor, Surety,Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY (Name and Principal Place of Business): Siemens Industry, Inc. Federal Insurance Company/ Fidelity and Deposit Company of Maryland 1266 North La Loma Circle Anaheim, CA 92806 OWNER(Name and Address): City of San Bernardino 300 North "D" Street San Bernardino, CA 92418 CONSTRUCTION CONTRACT Date: June 4, 2013 Amount: ($159,995.00 ) One Hundred Fifty Nine Thousand Nine Hundred Ninety Five Dollars and 00/100 Description (Name and Location): Traffic Signal Installation at 30th Street and 210 Freeway (WB Exit Ramp-Waterman Avenue) BOND Date (Not earlier than Construction Contract Date): June 6, 2013 Amount: ($ 159,995.00 ) One Hundred Fifty Nine Thousand Nine Hundred Ninety Five Dollars and 00/100 Modifications to this Bond: None ❑ See Page 3 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) p Y� Siemens Industry, Inc. See Attached Signature Page Signature: Signature: Name and Title: l , :=`'�� r U t 1 �G�. f) Name and Title: Attorney-in-Fact ate- Address: (Any additional signature. :ppearon page 3) (FOR INFORMATION • LY-Name,Address and Telephone) OWNERS REPRESENTATIVE(Architect,Engineer or _ r AGENT or BROKER: Willis of New York, Inc. other party): One World Financial Center, 200 Liberty Street - o New York, NY 10281 _ = _ 212-915-8888 ` AIA DOCUMENT A312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED i;AlAS THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE.,N.W.,WASHINGTON, D.C.20006 THIRD PRINTING MARCH 1987 1 The Contractor and the Surety, .1 After investigation, determine the amount jointly and severally, bind for which it may be liable to the Owner and, themselves, their heirs, executors, administrators, successors and for soon as practicable after the amount i, assigns to the Owner for the performance of the Construction determined,d, leader payment of to the amount u the Contract,which is incorporated herein by reference. Owner;or 2 If the Contractor performs the Construction Contract,the Surety and the Contractor shall have no obligation under this Bond, except to .2 Deny liability in whole or in part and notify the participate in conferences as provided in Subparagraph 3.1. Owner citing reasons therefor. 3 If there is no Owner Default, the Surety's obligation under this 5 If reasonable Surety doesnohe proceed asapr vi deemed to beph default wh Bond shall arise after: on this Bond fifteen days after receipt of an additional written notice 3.1 The Owner has notified the Contractor and the Surety at from the Owner to the Surety demanding that the Surety perform its its address described in Paragraph 10 below that the Owner obligations under this Bond, and the Owner shall be entitled to is considering declaring a Contractor Default and has enforce any remedy available to the Owner. If the Surety proceeds requested and attempted to arrange a conference with the as provided in Subparagraph 4.4, and the Owner refuses the Contractor and the Surety to be held not later that fifteen payment tendered or the Surety has denied liability, in whole or in days after receipt of such notice to discuss methods of part, without further notice the Owner shall be entitled to enforce performing the Construction Contract. If the Owner, the any remedy available to the Owner. Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction 6 After the Owner has terminated the Contractors right to complete Contract, but such an agreement shall not waive the the Construction Contract, and if the Surety elects to act under Owner's right, if any, subsequently to declare a Contractor Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities of the Default;and Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the 3.2 The Owner has declared a Contractor Default and Owner to the Surety shall not be grater than those of the Owner formally terminated the Contractor's right to complete the under the Construction Contract. To the limit of the amount of this contract. Such Contractor Default shall not be declared Bond,but subject to commitment by the Owner of the Balance of the earlier than twenty days after the Contractor and the Surety Contract Price to mitigation of costs and damages on the have received notice as provided in Subparagraph 3.1;and Construction Contract, the Surety is obligated without duplication for: 3.3 The Owner has agreed to pay the Balance of the Contract Price to the Surety in accordance with the terms of the 6.1 The responsibilities of the Contractor for correction of Construction Contract or to a contractor selected to perform the defective work and completion of the Construction Construction Contract in accordance with the terms of the contract Contract; with the Owner. 6.2 Additional legal, design professional and delay costs 4 When the Owner has satisfied the conditions of Paragraph 3, the resulting from the Contractor's Default, and resulting from Surety shall promptly and at the Surety's expense take one of the the actions or failure to act of the Surety under Paragraph 4; following actions: and 4.1 Arrange for the Contractor, with the consent of the 6.3 Liquidated damages, or if no liquidated damages are Owner, to perform and complete the Construction Contract; specified in the Construction Contract, actual damages or caused by delayed performance or non-performance of the Contractor. 4.2 Undertake to perform and complete the Construction Contact itself, through its agents or through independent 7 The Surety shall not liable to the Owner or others for obligations of contractors;or the Contractor that are unrelated to the Construction Contract,and the Balance of the Contract Price shall not be reduced or set off on 4.3 Obtain bids or negotiated proposals from qualified account of any such unrelated obligations. No right of action shall contractors acceptable to the Owner for a contract for accrue on this Bond to any person or entity other than the Owner or performance and completion of the Construction Contract, its heirs,executors,administrators or successors. arrange for a contract to be prepared for execution by the Owner and the contractor selected with the Owner's 8 The Surety hereby waives notice of any change, including changes concurrence, to be secured with the performance and of time, to the Construction Contract or to related subcontracts, payment bonds executed by a qualified surety equivalent to purchase orders and other obligations. the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in 9 Any proceeding, legal or equitable, under this Bond may be Paragraph 6 in excess of the Balance of the Contract Price instituted in any court of competent jurisdiction in the location in incurred by the Owner resulting from the Contractor's which the work or part of the work is located and shall be instituted default; or within two years after Contractor default or within two years after the 4.4 Waive its right to perform and complete, Contractor ceased working or within two years after the Surety refuses arrange for completion,or obtain a new contractor or fails to perform its obligations under this Bond, whichever occurs and with reasonable promptness under the first. If the provisions of the Paragraph are void or prohibited by law, circumstances: the minimum period of limitation available to sureties as a AIA DOCUMENT A312 t,PERFORMANCE BOND AND PAYMENT BOND E DECEMBER 1984 ED E ALAS A312-1984 2 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE.,N.W.,WASHINGTON,D.C. 20006 THIRD PRINTING E MARCH 1987 defense in the jurisdiction of the suit shall be applicable. by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper 10 Notice to the Surety, the Owner or the Contractor shall be mailed payments made to or on behalf of the Contractor under the or delivered to the address shown on the signature page. Construction Contract. 11 When this Bond has been furnished to comply with a statutory or 12.2 Construction Contract: The agreement between the Owner the other legal requirement in the location where the construction was to Contractor identified on the signature page, including all Contract be performed, any provision in the Bond conflicting with said Documents and changes thereto. statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirements 12.3 Contractor Default: Failure of the contractor, which has neither shall be deemed incorporated herein. The intent is that this Bond been remedied nor waived, to perform or otherwise to comply with shall be construed as a statutory bond and not as a common law bond. the terms of the Construction Contract. 12 DEFINITIONS 12.4 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Contractor as required by the 12.1 Balance of the Contract Price: The total amount Construction Contract or to perform and complete or comply with the payable by the Owner to the Contractor under the Construction other terms thereof. Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts received or to be received MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIP SURETY Company: (Corporate Seal) Company: (Corporate Seal) p Y� See Attached Signature Page i Signature: 4111110p1IP Signature: Attorney-in-Fact Name and Title: Name and Title: A Address: Address: AIA DOCUMENT A312 I;PERFORMANCE BOND AND PAYMENT BOND l;DECEMBER 1984 ED.i;AIA<_ A312 1984 3 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE.,N.W.,WASHINGTON, D.C.20006 THIRD PRINTING F,MARCH 1987 ATTACHMENT TO BOND NO. 82328279/9128196 SURETIES Surety A �► FederaL Insurance Company 461 15 Mountain View Road Warren, NJ 07059 State of Incorporation: IN By: Limit of Liability: 50% Stacy Rivera , Attorney-In-Fact Surety B Fidelity and Deposit Company of Maryland 1400 American Lane Schaumburg, IL 60196 * -- State of Incorporation: MD By: .!!�!rney-In-Fact Limit of Liability: 50% Stacy Rivera Surety C State of Incorporation: By: , Attorney-In-Fact Limit of Liability: THE AMERICAN INSTITUTE OF ARCHITECTS AlA Document A312 Payment Bond Bond No.82328279/9128196 Any singular reference to Contractor, Surety,Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Principal Place of Business): Federal Insurance Company/ Siemens Industry, Inc. Fidelity and Deposit Company of Maryland 1266 North La Loma Circle Anaheim, CA 92806 OWNER(Name and Address): City of San Bernardino 300 North "D" Street San Bernardino, CA 92418 CONSTRUCTION CONTRACT Date: June 4, 2013 Amount: ($159,995.00 ) One Hundred Fifty Nine Thousand Nine Hundred Ninety Five Dollars and 00/100 Description (Name and Location): Traffic Signal Installation at 30th Street and 210 Freeway (WB Exit Ramp-Waterman Avenue) BOND Date: (Not earlier than Construction Contract June 6, 2013 Amount: ($ 159,995.00 ) One Hun. Nine Thousand Nine Hundred Ninety Five Dollars and 00/100 Modifications to this Bond: • None ® See Page 6 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Siemens Industry, Inc. See Attached Signature Page Signature: LL Signature: Name and Title:" l Rt. rA5 ' r t Name and Title: Attorney-in-Fact C Ft ,tA,-X (Any additional signatures appear on page 6) (FOR INFORMATION ONLY-Name,Address and Telephone) OWNERS REPRESENTATIVE(Architect,Engineer or AGENT or BROKER: Willis of New York, Inc. other party): One World Financial Center, 200 Liberty Street New York, NY 10281 ti 212-915-8888 AIA DOCUMENT A312 ;PERFORMANCE BOND AND PAYMENT BOND;DECEMBER 1984 ED AIAS _ THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE.,N.W.,WASHINGTON, D.C.20006 v THIRD PRINTING ;MARCH 1987 • 1 The Contractor and the Surety, jointly and severally, bind previous written notice furnished to the themselves, their heirs, executors, administrators, successors and Contractor. assigns to the Owner to pay for labor, materials and equipment 5 If a notice required by Paragraph 4 is given by the Owner to the furnished for use in the performance of the Construction Contract, Contractor or to the Surety,that is sufficient compliance. which is incorporated herein by reference. 6 When the Claimant has satisfied the conditions of Paragraph 4,the 2 With respect to the Owner, this obligation shall be null and void if Surety shall promptly and at the Surety's expense take the following the Contractor: actions: 2.1 Promptly makes payment, directly or indirectly, for all 6.1 Send an answer to the Claimant, with a copy to the sums due Claimants,and Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging 2.2 Defends, indemnifies and holds harmless the Owner any amounts that are disputed. from claims,demands, liens or suits by any person or entity whose claim, demand, lien or suit is for the payment for 6.2 Pay or arrange for payment of any undisputed amounts. labor, materials or equipment furnished for use in the performance of the Construction Contract, provided the 7 The Surety's total obligations shall not exceed the amount of the Owner has promptly notified the Contractor and the Surety Bond, and the amount of this Bond shall be credited for any payments (at the address described in Paragraph 12) of any claims, made in good faith by the Surety. demands, liens or suits and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety,and 8 Amounts owed by the Owner to the Contractor under the provided there is no Owner Default. Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any 3 With respect to Claimants, this obligation shall be null and void if Construction Performance Bond. By the Contractor furnishing and the the Contractor promptly makes payment, directly or indirectly, for all Owner accepting this Bond, they agree that all funds earned by the sums due. Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and the Surety under 4 The Surety shall have no obligation to Claimants under this Bond this Bond, subject to the Owner's priority to use the funds for the until: completion of the work. 4.1 Claimants who are employed by or have a direct 9 The Surety shall not be liable to the Owner,Claimants or others for contract with the Contractor have given notice to the Surety obligations of the Contractor that are unrelated to the Construction (at the address described in Paragraph 12) and sent a copy, Contract. The Owner shall not be liable for payment of any costs or or notice thereof, to the Owner, stating that a claim is being expenses of any Claimant under this Bond, and shall have under this make under this Bond and, with substantial accuracy, the Bond no obligations to make payments to, give notices on behalf of, amount of the claim. or otherwise have obligations to Claimants under this Bond. 4.2 Claimants who do not have a direct contract with the 10 The Surety hereby waives notice of any change, including changes Contractor: of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. .1 Have furnished written notice to the Contractor and sent a copy, or notice 11 No suit or action shall be commenced by a Claimant under this thereof, to the Owner, within 90 days Bond other than in a court of competent jurisdiction in the location in after having last performed labor or last which the work of part of the work is located or after the expiration of furnished materials or equipment one year from the date (1) on which the Claimant gave the notice included in the claim stating, with required by Subparagraph 4.1 or Clause 4.2.3,or(2)on which the last substantial accuracy, the amount of the labor or service was performed by anyone or the last materials or claim and the name of the party to equipment were furnished by anyone under the Construction whom the materials were furnished or Contract, whichever of (1) or (2) first occurs. If the provisions of the supplied or for whom the labor was Paragraph are void or prohibited by law, the minimum period of done or performed; and limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. .2 Have either received a rejection in whole or in part from the Contractor, or 12 Notice to the Surety, the Owner or the Contractor shall be mailed not received within 30 days of or delivered to the address shown on the signature page. Actual furnishing the above notice any receipt of notice by Surety, the Owner or the Contractor, however communication from the Contractor by accomplished,shall be sufficient compliance as of the date received at which the Contractor has indicated the the address shown on the signature page. claim will be paid directly or indirectly; and 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to .3 Not having been paid within the above be performed, any provision in this Bond conflicting with said 30 days, have sent a written notice to statutory or legal requirement shall be deemed deleted herefrom and the Surety (at the address described in provisions conforming to such statutory or other legal requirement Paragraph 12) and sent a copy, or shall be deemed incorporated herein. The intent is that this Bond notice thereof, to the Owner, stating shall be construed as a statutory bond and not as a common tawtond. that a claim is being made under the Bond and enclosing a copy of the AIA DOCUMENT A312,PERFORMANCE BOND AND PAYMENT BOND E,DECEMBER 1984 ED. THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE.,N.W.,WASHINGTON, D.C. 20006 A312-1984 5 THIRD PRINTING h MARCH 1987 54 Upon request by any person or entity appearing to be a potential engineering services required for performance of the work of _ beneficiary of this Bond,the Contractor shall promptly furnish a copy the Contractor and the Contractor's subcontractors, and all of.his Bond or shall permit a copy to be made. other items for which a mechanic's lien may be asserted in . the jurisdiction where the labor, materials or equipment 15 DEFINITIONS • were furnished. 15.1 Claimant: An individual or entity having a direct 15.2 Construction Contract The agreement between the contract with the Contractor or with a subcontractor of the Owner and the Contractor identified on the signature page, Contractor to furnish labor,materials or equipment for use induding all Contract Documents and changes thereto. in the performance of the Contract. The intent of this Bond 1S 3 Owner Default Failure of the Owner, which has shah be to induce without limitations in the terms'labor, neither been remedied nor waived,to pay the Contractor as materials or equipment"that part of water,gas,power,light, heat, oil, gasoline, telephone service or rental equipment required by the Construction Contract or to perform and . used in the Construction Contract, architectural and complete or comply with the other.terms thereof. MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: Sub paragraph 4.3 is added as follows: • 4.3 Claimant has furnished to Surety proof of claim duly sworn to by Claimant,along with adequate supporting documentation which proves the amount claimed is due and payable. Paragraph 5 is amended as follows: • 6 If a notice required by paragraph 4 is given by Owner to the Contractor and to the Surety,that is sufficient compliance. Paragraph 6 is deleted in its entirety and the following is substituted in its place: • • 6 When the Claimant has satisfied the conditions of Paragraph 4,and has submitted all supporting documentation and any proof of claim requested by the Surety,the Surety shall,within a reasonable period of time,notify the Claimant of the amounts that are undisputed and the basis for challenging any amounts that are disputed,including,but not limited to,the lack of substantiating documentation to .support the claim as to entitlement or amount,and the Surety shall,within a reasonable period of time,pay or make arrangements for payment of any undisputed amount;provided,however,that the failure of the Surety to timely discharge its obligations under this paragraph or to dispute or identify any specific defense to all or any part of a claim shall not be deemed to be an admission of liability by the Surety as to such claim or otherwise constitute a waiver of the Contractor's or Surety defenses to,or right to dispute such claim. Rather,the Claimant shall have the immediate right without further notice,to bring suit against the Surety to enforce any remedy . available to it under this Bond. (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRI N •L SURETY • Company: (Corporate Seal) Company: (Corporate Seat) . • See Attached Signature Page Signature: ` . Signature: �' • Name and Title: r Name and j "—�'r Attorney-in Fact Address: f Address: AMA DOCUMENT A312 i;PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED. AIM X312 1484 6 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,KW.,WASHINGTON,D.C.20006 THIRD PRINTINGi;MARCH 1987 ATTACHMENT TO BOND NO. 82328279/9128196 SURETIES Surety A FederaL Insurance Company 15 Mountain View Road Warren, NJ 07059 State of Incorporation: IN By Limit of Liability: 50% Stacy RMAIIIIIPP, Attorney-In-Fact Surety B Fidelity and Deposit Company of Maryland 1400 American Lane Schaumburg, IL 60196 State of Incorporation: MD By: Limit of Liability: 50% Stacy Rivera • ttorney-In-Fact Surety C State of Incorporation: By: Limit of Liability: , Attorney-In-Fact • ACKNOWLEDGEMENT OF SURETY STATE OF CT COUNTY OF Hartford On this 6th day of June, 2013, before me personally came Stacy Rivera,to me known, who, by me duly sworn, did depose and say that she is the attorney-in-fact of the Federal Insurance Company & Fidelity and Deposit Company of Maryland,that she knows the seal of the corporation; that the seal affixed to the said instrument is such company seal; that it was so affixed by order of the Board of Directors of said company and that she signed her name thereto by like order. A P oco •ry-'uI ` bli Julie Perry My Commission Expires: 7/31/2015 . POWER Federal Insurance Company Attn: Surety Department Chubb OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company warren, NJ 07059 CHUBB Know All by These Presents,That FEDERAL INSURANCE COMPANY,an Indiana corporation,VIGILANT INSURANCE COMPANY,a New York corporation,and PACIFIC INDEMNITY COMPANY,a Wisconsin corporation,do each hereby constitute and appoint Stacy Rivera as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,the following Surety Bond: Surety Bond Number : 82328279/9128196 Obligee : City of San Bernardino And the execution of such bond or obligation by such Attorney-in-Fact in the Company's name and on its behalf as surety thereon or otherwise,under its corporate seal,In pursuance of the authority hereby conferred shall,upon delivery thereof,be valid and binding upon the Company. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 1St day of March 2013. /7/ii:1(0- Dawn M. Chloros, Assistant Secretary Richard A. Ciullo, Vice President STATE OF NEW JERSEY ss. County of Somerset On this 1St day of March 2013 before me,a Notary Public of New Jersey,personally came Dawn M.Chloros,to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY,the companies which executed the foregoing Power of Attorney,and the said Dawn M.Chloros,being by me duly sworn,did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof,that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority;and that he is acquainted with T.W.Cavanaugh,and knows him to be Vice President of said Companies;and that the signature of T.W.Cavanaugh,subscribed to said Power of Attorney is in the genuine handwriting of T.W.Cavanaugh,and was thereto subscribed by authority of said By-Laws and in deponent's presence. Notarial 0 wg 5:... �% t WENDIE WALSH Seal ?3;NOTAF `' ; Notary Public,State of New Jersey e PUBLIC r No.0054504 ,tea Expires April 18,2018 4_4, Notary Public CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: 'All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations.The signature of such officers may be engraved,printed or lithographed.The signature of each of the following officers:Chairman,President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached? I,Dawn M.Chloros,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY(the"Companies') do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S.Treasury Department;further,Federal and Vigilant are licensed in Puerto Rico and the U.S.Virgin Islands,and Federal is licensed in American Samoa,Guam,and each of the Provinces of Canada except Prince Edward Island;and (iii) the foregoing Power of Attorney is true,correct and in full force and effect. Given under my hand and seals of said Companies at Warren,NJ this 6th day of June, 2013 . guPMV 3ppNrr',.....-N `,tSUwwCF 3 i,�� r ~ 1111 1 00�._ j .5 A , t I • gym.MUOAtte Dawn M. Chloros, Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903- 3493 Fax (908) 903- 3656 e-mail: surety @chubb.com Form 15-10.015413-SurePath(Rev.03-13)CORP CONSENT FEDERAL INSURANCE COMPANY STATEMENT OF ASSETS, LIABILITIES AND SURPLUS TO POLICYHOLDERS Statutory Basis DECEMBER 31,2012 (in thousands of dollars) LIABILITIES AND ASSETS SURPLUS TO POLICYHOLDERS Cash and Short Term Investments $ 402,323 Outstanding Losses and Loss Expenses $ 12,627,388 United States Government,State and Unearned Premiums 3,416,163 Municipal Bonds 9,901,519 Ceded Reinsurance Premiums Payable 364,197 Other Bonds 4,595,536 Provision for Reinsurance 62,250 Stocks 811,166 Other Liabilities 935,654 Other Invested Assets 1,681,828 TOTAL INVESTMENTS 17,392,372 TOTAL LIABILITIES 17,405,652 Investments in Affiliates: Chubb Investment Holdings, Inc. 3,352,969 Capital Stock 20,980 Pacific Indemnity Company 2,496,198 Paid-In Surplus 3,106,809 Chubb Insurance Investment Holdings Ltd.... 1,228,075 Unassigned Funds 10,713,227 Executive Risk Indemnity Inc 1,100,637 CC Canada Holdings Ltd 758,892 Chubb Insurance Company of Australia Limited 517,597 SURPLUS TO POLICYHOLDERS 13,841,016 Great Northern Insurance Company 438,592 Chubb European Investment Holdings SLP.. 265,490 Vigilant Insurance Company 246,766 Other Affiliates 429,458 Premiums Receivable 1,494,693 Other Assets 1,524,929 TOTAL LIABILITIES AND SURPLUS TOTAL ADMITTED ASSETS $ 31,246,668 TO POLICYHOLDERS $ 31,246,668 Investments are valued in accordance with requirements of the National Association of Insurance Commissioners. Investments with a carrying value of$430,688,714 are deposited with government authorities as required by law. State, County&City of New York, — ss: Yvonne Baker,Assistant Secretary of the Federal Insurance Company being duly sworn, deposes and says that the foregoing Statement of Assets, Liabilities and Surplus to Policyholders of said Federal Insurance Company on December 31,2012 is true and correct and is a true abstract of the Annual Statement of said Company as filed with the Secretary of the Treasury of the United States for the 12 months ending December 31,2012. Subscribed and sworn to before me �j this March 31,2013. k a tJ�-�- 4 , � DOROTHY M.BAKER Assistant Secretary �CX��CC��CC o Notary Public,State of New York Notary Public No.31-4904994 Qualified in New York County Commission Expires Sept. 14,2013 i Form 15-10-0313A(Rev.3/13) • ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by THOMAS O. MCCLELLAN, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate, constitute, and appoint Jeannette PORRINI, Stacy RIVERA, Aiza LOPEZ and Elana V. SANCHEZ, all of Hartford, Connecticut, EACH its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 3rd day of December,A.D.2012. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND wa afros, ��µ±tiris� a S EAL 1I V� 1968 1 ,.... •o?�.._.4 3 } By: Assistant Secretary Vice President Eric D. Barnes Thomas O.McClellan State of Maryland City of Baltimore On this 3rd day of December,A.D.2012,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,THOMAS O.MCCLELLAN,Vice President,and ERIC D.BARNES,Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith, that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. • U�(Ci h/ ��l(, (114\'' '.. Maria D.Adamski,Notary Public My Commission Expires:July 8,2015 POA-F 142-0587E EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary,or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 6t11 day of June ,20 13 . ♦w at♦ ,_ C�Nt� p3 •— 16 s �m8° rr � BBAL a — �p pM 9zt 4vib tY60 o 8, xe 171 I e ee Geoffrey Delisio,Vice President FIDELITY AND DEPOSIT COMPANY OF MARYLAND 600 Red Brook Blvd.,Suite 600,Owings Mills,MD 21117 Statement of Financial Condition As Of December 31,2012 ASSETS Bonds $ 157,177,826 Stocks 23,000,311 Cash and Short Term Investments 119,155 Reinsurance Recoverable 17,923,564 Other Accounts Receivable 35,473,256 TOTAL ADMITTED ASSETS $ 233,694,113 LIABILITIES,SURPLUS AND OTHER FUNDS Reserve for Taxes and Expenses $ 74,782 Ceded Reinsurance Premiums Payable 48,323,524 Securities Lending Collateral Liability 1,716,240 TOTAL LIABILITIES $ 50,114,546 Capital Stock,Paid Up $ 5,000,000 Surplus 178,579,567 Surplus as regards Policyholders 183,579,567 TOTAL $ 233,694,I13 Securities carried at$59,468,002 in the above statement are deposited as required by law. Securities carried on the basis prescribed by the National Association of Insurance Commissioners. On the basis of December 31,2012 market quotations for all bonds and stocks owned,the Company's total admitted assets would be $243,518,971 and surplus as regards policyholders$193,404,425. I,DENNIS F.KERRIGAN,Corporate Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing statement is a correct exhibit of the assets and Iiabilities of the said Company on the 31st day of December,2012. / \-rr Corporate Secretary State of Illinois City of Schaumburg SS: Subscribed and sworn to,before me,a Notary Public of the State of Illinois,in the City of Schaumburg,this 15th day of March,2013. Notary Public OFFICIAL SEAL DARRYL JOINER Notary Public-Stale of Illinois 4 My Commission Expires May 3,2014 ® DATE(MM/DD/YYYY) A�o CERTIFICATE OF LIABILITY INSURANCE 06/04/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA,INC. NAME: FAX 445 SOUTH STREET A/C.No.Extl: (A/C,No): MORRISTOWN,NJ 07960-6454 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 100129-REPUB--12/13 RE31C Hayes- 1185 NOC60 INSURER A: HDI-Gerling America Insurance Company 41343 INSURED INSURER B: Liberty Mutual Fire Ins Co 23035 SIEMENS INDUSTRY,INC. SIEMENS INTELLIGENT INSURER c:LM Insurance Corporation 33600 TRANSPORTATION SERVICES INSURER D: 1000 DEERFIELD PARKWAY BUFFALO GROVE,IL 60089-4513 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: NYC-006644729-01 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE SUER POLICY NUMBER (MM/DD/YEYYY) (MM INSR LTR INSR MD POLICY LIMITS A GENERAL LIABILITY GLD1110104 10/01/2012 10/01/2013 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED 1,000,000 COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 100,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 7,500,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ INCL. X POLICY PRO- LOC $ B AUTOMOBILE LIABILITY AS2631004334212 10/01/2012 10/01/2013 COMBINED SINGLE LIMIT 2,000,000 (Ea accident) $ X ANY AUTO BODILY INJURY(Per person) $ N/A X ALL OVVNED SCHEDULED BODILY INJURY(Per accident) $ N/A X HIR DS AUTOS x NON-OWNED PROPERTY $ N/A UTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION WA563D004334012(AOS) 10/01/2012 10/01/2013 X WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER C ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC5631004334022(OR,WI) 10/01/2012 10/01/2013 E .EACH ACCIDENT $ 2,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E .DISEASE-EA EMPLOYEE $ 2,000,000 If yes,describe under 2,000,000 DESCRIPTION OF OPERATIONS below E .DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE:TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FREEWAY CITY OF SAN BERNARDINO IS HEREBY ADDITIONAL INSURED AS OBLIGATED UNDER CONTRACT. SUCH INSURANCE AS IS AFFORDED BY THE ADDITIONAL INSURED ENDORSEMENT SHALL APPLY AS PRIMARY INSURANCE&OTHER INSURANCE MAINTAINED BY THE CERTIFICATE HOLDER SHALL BE EXCESS ONLY&NOT CONTRIBUTING WITH INSURANCE PROVIDED UNDER THIS POLICY. $1,000,000 PROFESSIONAL LIABILITY IS INCLUDED UNDER THE GENERAL LIABILITY POLICY. IF THESE POLICIES ARE CANCELLED FOR ANY REASON OTHER THAN NON-PAYMENT OF PREMIUM,THE INSURER WILL DELIVER NOTICE OF CANCELLATION TO THE CERTIFICATE HOLDER UP TO 60 DAYS PRIOR TO THE CANCELLATION OR AS REQUIRED BY WRITTEN CONTRACT,WHICHEVER IS LESS. CERTIFICATE HOLDER CANCELLATION CITY OF SAN BERNARDINO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 300 NORTH"D"STREET THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN SAN BERNARDINO,CA 92418 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukherjee ... t. .%A9' tti w4e-1- ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD THIS ENDORSEMENT CHANGES THE POUCY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modified insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, tie provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are insureds" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided In the Coverage Form. SCHEDULE Name of Person(s) or SEE ATTACHED SCHEDULE Organization(s): ANY PERSON OR ORGANIZATION REQUIRED BY WRITTEN CONTRACT Each person or organization shown in tie Schedule is an "Insured"for Liability Coverage, but only to the extent that person or organization qualifies as an insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. Policy No: AS2-631-004334-212 Issued By: liberty Mutual Fire Insurance Company Effective Date: 10/01/2012 Expiration Date: 10/0112013 Sales Office: NEW YORK, NY 0202 Endt Serial No: TBD CA 20 48 02 99 Copyright, Insurance Services Office, Inc., 1998 Page 1 of 1 HDI-GERLING AMERICA INSURANCE COMPANY MANUSCRIPT ENDORSEMENT#34 Policy Number Named Insured GLD11101-04 SIEMENS CORPORATION Policy Period: Inception(M-D-Y) Expiration(M-D-Y) Effective Date and Time of Endorsement 10-01-12 10-01-13 10-01-12 12:01 a.m.Standard Time at Address of the Insured. This Endorsement Changes The Policy. Please Read ft Carefully. BLANKET ADDITIONAL INSURED, This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Form Who is an insured is amended to include as an insured any person whom you are required to add as an additional insured on this policy under a written agreement.The insurance coverage provided to such additional insured applies only to the extent required within the written agreement. The insurance coverage provided to the additional insured person shall not provide any broader coverage than you are required to provide to the additional insured person in the written agreement and shall not provide limits of insurance that exceed the lower of the Limits of Insurance provided to you in this policy,or the limits of insurance you are required to provide in the written agreement. The insurance provided to the additional insured by this endorsement is excess over any valid and collecthle other insurance,whether primary,excess,contingent,or on any other basis,that is available to the additional insured for a loss we cover under this endorsement. However,if the written agreement specifically requires that this insurance apply on a primary basis,this insurance is primary.If the written agreement specifically requires this insurance apply on a primary and non-contributory basis this insurance is primary to other insurance available to the additional insured and we will not share with that other insurance. Thus endorsement shall prevail over additional insured endorsements that may apply under this policy unless required otherwise in the written agreement. All terms and conditions of the policy remain unchanged. THIS ENDORSEMENT MUST BE ATTACHED TO A CHANGE ENDORSEMENT WHEN ISSUED AFTER THE POLICY IS WRITTEN. Page 1 of 1 PUBLIC WORKS DEPARTMENT ENGINEERING DOCUMENT TRANSMITTAL SHEET TO : CITY CLERK'S OFFICE FROM: MIRELA GRIGORESCU DA1 E: July 1st , 2013 FILE,NO.: 1.7836 SUBJECT: EXHIBIT "A" CONTRACT DOCUMENT PLANS AND SPECIAL PROVISIONS NOS. 12854 INCLUDING PAYMENT & PERFORMANCE BONDS CONTRACT-1711E: TRAFFIC SIGNAL INSTALLATION AT 30TH STREET AND 210 FRWEEY (WB EXIT RAMP-WATERMAN AVE.) (TC 08-009) RESOLUTION/ ORDINANCE TITLE: RESOLUTION NO. 2013-93 ITEM NO. 5I MCC MEETING DATE: 05-20-2013 RECEI'■ BY SUBMTl"1 ED TO FINANCE: 7- - ice Af DALE j7L Ccr