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HomeMy WebLinkAbout2008-404 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2S 24 25 26 27 28 :~:,,;;;,,""""~~-t'4~.;-'."/i'-j~:c:;;c :, ,I (NOTE: BOUND AGREEMENT) .. .. RESOLUTION NO. 2008-404 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO COOLEY CONSTRUCTION, INC., FOR STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO W AGONWHEEL ROAD (SW06-3S) PER PROJECT PLAN NO. 11428. BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. Cooley Construction, Inc., 17525 Eucalyptus Street, Suite G, Hesperia, California 92345, is the lowest responsible bidder for the Widening of Kendall Drive between Wagon Wheel Road and Bailey Court (SW06-35) per project Plan No. 11428. A contract is awarded accordingly to said bidder in a total amount of $421,865.20, with a contingency amount of $29,530.56, but such award shall be effective only upon being fully executed by both parties. All other bids, therefore, are hereby rejected. The City Manager is hereby authorized and directed to execute said contract on behalf of the City; a copy of the contract agreement is attached hereto as Attachment 1 and by this reference mad a part hereof; a copy of the Bid Schedule is attached hereto as Attachment 2 and by this reference made a part hereof; a copy of the contract in its entirety is on file in the office of the City Clerk and incorporated herein by reference as fully as though set forth at length. SECTION 2. This contract and any amendment or modifications thereto shall not take effect or become operative until fully signed and executed by the parties and no party shall be obligated hereunder until the time of such full execution. No oral agreements, amendments, modifications or waivers are intended or authorized and shall not be implied from any act or course of conduct of any party. SECTION 3. This resolution is rescinded if the parties to the contract fail to execute it within sixty (60) days of passage of the resolution. '-- - 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2S 24 25 26 27 28 111'11 III 2008-404 RESOLUTION. . . AWARDING A CONTRACT TO COOLEY CONSTRUCTION, INC., FOR STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO W AGONWHEEL ROAD (SW06-3S) PER PROJECT PLAN NO. 11428. I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor joint and Common Council of the City of San Bernardino at a regular meeting thereof, held on the 20th day of October ,2008, by the following vote, to wit: Council Members: AYES NAYS ABSTAIN ABSENT ESTRADA x BAXTER x BRINKER x DERRY x KELLEY x JOHNSON x MC CAMMACK x ct~ f;j.~ City Clerk The foregoing resolution is hereby approved this :l;}-"A day of October, 2008. ~~or Ity of San Bernardino Approved as to form: JAMES F. PENMAN, City orney _. COUNCIL MEETING - 10/20/08 FILE NO. 1.7584 Resolution 2008-404 ACCT NO. 126-369-5504-7584 Item #12 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 11428 FOR STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD ( SS 06-35 ) Ora ' p:. ' rt a o. 4931 \ Exp t "i6 .j�ti *,� • \s C �Of DIVISION OF PUBLIC WORKS DEPARTMENT OF DEVELOPMENT SERVICES CITY OF SAN BERNARDINO FEBRUARY 2008 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON SEPTEMBER 23 , 2008 ,� 4rN/B1 r "n DESCRIPTION OF THE COMPONINIS OF THESE PLAN AND SPECIAL PROVISION The"Bid and Contract Documents" for this project consists of three (3) Parts as follows: PART I — Administration PART II — Special Provisions 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 • STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD(SS 06-35) Contents for Bid and Contract Documents.doc CITY OF SAN BERNARDINO TA &LE OF CONTENTS PART I ADMINISTRATION NOTICE INVITING SEALED BIDS BID DOCUMENTS, BID FORM B-1 BID SCHEDULE B-2 BIDDER'S INFORMATION AND SIGNATURE & BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS C-1 SPECIAL NOTICE C-2 DESIGNATION OF SUBCONTRACTORS C-3 WORKERS' COMPENSATION INSURANCE CERTIFICATION C-4 NON-COLLUSION AFFIDAVIT C-5 FORM OF BID BOND C-6 MBE/WBE INFORMATION - GOOD FAITH EFFORTS REFERENCES PART II SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 - SPECIFICATIONS AND PLANS SP-1 SECTION 2 - BID REQUIREMENTS AND CONDITIONS SP-5 SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-9 SECTION 4 - CONSTRUCTION SCHEDULE&COMMENCEMENT OF WORK, TIME OF COMPLETION&LIQUIDATED DAMAGES SP-12 SECTION 5 - LEGAL REQUIREMENTS SP-14 SECTION 6 - GENERAL SP-20 SECTION 7 - UTILITIES SP-31 SECTION 8 - DESCRIPTION OF WORK SP-36 SECTION 9 - TRAFFIC CONTROL SP-39 SECTION 10 - MOBILIZATION SP-42 SECTION 11 - CLEARING AND GRUBBING,UNCLASSSIFIED EXCAVATION AND UNCLASSIFIED FILL SP-43 SECTION 12 UNCLASSIFIED EXCAVATION SP-46 SECTION 13 BLANK SP-48 SECTION 14 - ASPHALT CONCRETE SP-49 SECTION 15 - AGGREGATE BASE BLANK SP-51 SECTION 16 - PORTLAND CEMENT CONCRETE SP-52 SECTION 17 - COLD MILLING SP-54 SECTION 18 THROUGH SECTION 19 BLANK SP-56 SECTION 20 - THERMOPLASTIC TRAFFIC STRIPING,PAVEMENT MARKING AND RAISED PAVEMENT MARKERS SP-57 SECTION 21 - STREET LIGHTING SP-58 SECTION 22 - BLANK SP-61 SECTION 23 - ROADSIDE SIGNS SP-62 SECTION 23A- RESET MAILBOXES SP-64 SECTION 24A- INDUCTIVE LOOP DETECTOR SP-65 SECTION 25 - RELOCATION AND REPLACEMENT OF WATER FACILITIES SP-69 SECTION 25-2 - TESTING AND DISINFECTION SP-79 SECTION 25A - ADJUSTMENT OF WATER METER& WATER VALVE ENCLOSURES SP-82 SECTION 26 - BLANK SP-85 SECTION 27 - CONCRETE STRUCTURES SP-86 SECTION 28 THROUGH SECTION 30 BLANK SP-87 SECTION 31 - CHAIN LINK FENCE SP-88 SECTION 32 THROUGH SECTION 49 BLANK SP-91 SECTION 50 - REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-92 SECTION 51 THROUGH SECTION 54 BLANK SP-94 SECTION 55B - METAL HAND RAILING SP-95 APPENDIX SOILS REPORT CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT - STANDARD DRAWINGS PRODUCT INSTALLATION INSTRUCTIONS STANDARD DRAWINGS • CALIFORNIA MUTCD STANDARDS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT PART I ADMINISTRATION Engineer's Estimate(Range Only):$500,000 to $530,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids for: STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD ( SS 06-35 ) in accordance with Special Provision No. 11428 in file in the Office of the City Engineer, Third Floor, San Bernardino City Hall. Plans and Specifications may be obtained from the City Engineer's Office, Third floor, City Hall, 300 N. "D" Street, San Bernardino, California 92418, upon a non-refundable payment of $15.00 for each set if picked up in person. Upon request, the Plans and Special Provisions may be mailed for an additional charge of $5.75 per set. No bid will be received unless it is made on a bid form furnished by the City with the unit prices written in words and also shown in figures for each item, and with the total of each item and total of all items filled in. 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 Said bids will be received up to the hour of 2:00 p.m., on, Tuesday, September 23, 2008, at which time all of said bids will be publicly opened,,and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. • The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the time the contract is awarded. The prime Contractor shall perform, with his own organization, contract work amounting to at least 50 % of the contract price. All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder refuses to execute said contract, the use by the public of the improvements will be delayed, and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix said amount of damages. Therefore, the City and the bidder agree that the above sum of ten percent shall be paid to the City upon the condition above set forth as liquidated damages and not as a forfeiture. All bonds furnished pursuant to this notice must be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U. S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in 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 , September 16, 2008, at 2:00 p.m., in the office of the City Engineer, Public Works Division of Development Services, Third Floor, City Hall, 300 North "D" Street, San Bernardino, CA 92418. This meeting is to provide information, to answer questions, to inform bidders of MBEs/WBEs subcontracting and material supply opportunities, and to make the prime Contractor aware of the City's outreach program as it relates to minority hiring and participation. 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. Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.dot.ca.gov/hq/bep/index. 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. The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations from contract specifications, or to reject any and all bids. No bidder may withdraw his bid within 45 working days from the date of the bid opening. The City reserves the right to take all bids under advisement for a period of 90 days. t 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 300 North"D" Street, Third Floor San Bernardino, CA 92418 Subject: STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD ( SS 06-35 ) -- PLANS & SPECIAL PROVISIONS NO. 11428 Attention: Byron Montalvo, Sr. Civil Engineer, Project Manager Tel: (909) 384-5263; Fax: (909) 384-5155 E-mail: montalvo_by @ci.san-bernardino.ca.us Responses will be provided to written questions only. No written response will be provided to verbal questions. CITY OF SAN BERNARDINO RACHEL G. CLARK City Clert 4 ,c NOTICE TO ADVERTISE: SPECIFICATION NO. 11428 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE 08/27/08 & 09/02/08 (FIVE DAYS BETWEEN FIRST & SECOND PUBLICATION) SIGNATURE DATE 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 STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD ( SS 06-35 ) in strict conformity with Plans and Special Provisions No. 11428 , of the Public Works Division, Department of Development Services for the City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2008 Edition. 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 or- Cooley Construction, Inc BID SCHEDULE tic. 0 P.O. Boox x 401810 10 PLAN NO. 11428 Hesperia, CA 92340-1810 STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD (SS 06-35) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 1. 1 LS MOBILIZATION, at the Lump Sum price of '7`wct-+TY-as'1,,-7f•4R,tS(Wo Frye Hu,.v,'vr)oIlars LS $2-I.a� m f & 7,-,77.-6 Cents 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price of i.,)t Pe-7 c sAt) S(X. I-ft. )Dee-t. Dollars & Z —7-zo Cents LS $ CI-L190.7/ 3. 1 LS CLEARING AND GRUBBING UNCLASSIFIED EXCAVATION AND UNCLASSIFIED FILL, at the Lump Sum price of Ft tzt-e1.'n tx .s p a ¶tr4 ca V ki(?ct) .1)-11 P-711 —Tci a - Dollars LS $1`"))��Z• l & Z%--t-tcr Cents t 4. 1,830 CY UNCLASSIFIED EXCAVATION, at L l eIJ t'tJ Dollars ff! e (Final Quantity) & Zeit.° Cents per SQ.YD $ !I o7 CY $ Z0/ 13Q./ 5. 2,994 SY COLD MILL Existing PAVEMENT (0.10' Thick),ate2 //>O Dollars $ZrTO/SY $ g 061.717' &S�oc,-w rT Cents per SQ.YD. / 6. 1,465 TN AGGREGATE BASE, (0.75'Thick)Dollars • tt -•-I0 $1`Y•cC7 $ 27. 83s 7 & 2e-R,o Cents per TON 7. 1,357 TN ASPHALT CONCRETE PAVEMENT (0.40'Thick), OVERLAY(0.10'Thick), 2' FEATHER AND ASPHALT CONCRETE DRIVEWAY (4"Thick),at ILt NITY;THREE' Dollars CI L.• 4 ab Cents per TON $'7L. /TN $ ' 2.10/ 20 8. 1,552 LF PCC CURB &GUTTER, TYPE "B" per CITY Std.No.200, at Fi Frer Dollars T °14,311„„ &cuc r( Cents per LIN.FT. S I.. Y/LF $ t B-2 Cooley Construction, Inc BID SCHEDULE Lic. 348038 P.O. Box 401810 PLAN NO. 11428 Hesperia, CA 92340-1810 STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD ( SS 06-35) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 9. 9,950 SF PCC SIDEWALK (4' Minimum By-Pass), per CITY Std.No.202, Case "A", at 7-P-lgL2r Dollars $S. -/ /SF $ i...,--. 7- & rr Gr•( Cents per SQ.FT. 10. 12 EA PCC RESIDENTIAL DRIVEWAY APPROACH, per CITY Std.No.203, Modified at Sevt o 4-1t uwZc iD-Ft F ri Dollars & Zt Cents per EACH. $750[ E A $Cr out, By 11. 8 LF PCC CURB, 9"Curb Face, per SPPWC Std. Plan 120-1,Type"Cl",Modified,at )u F Zi Y- r,.'o Dollars , & Zt..-2u Cents per LIN.FT. $ �Z.c7LF $_____ ..25 " 12. 1 EA CONCRETE PARKWAY CULVERT NO. 1 per CITY Std.No.400,Type II(W=6'),at FI,L'7I4&u3ik1D Dollars $,4", e�° & 2 Lip Cents per EACH tear/EA $ -i t9t6 13. 7 LF METAL HAND RAILING, per SPPWC Std. Plan 606-2,Type"A",per Plan, at D(%.,E • i4ce tlept3 `Few-tT(-[,tt,Rr Dollars �ct� & -csRo Cents per LIN.FT $ I'1 g•6 LF $ I, / 14. 3 EA RELOCATE FIRE HYDRANT and EXTEND PIPING, at woll'to vest a Styr Ncapt it:D r l r-rY Dollars ��' ��Q• & 2 u-R.o Cents per EACH $i(e_W EA $ i 15. 7 EA RELOCATE Existing WATER METER, Including water shut-off valve, as required, at CICa r WutuDRd) Dollars •�,,� ,cy� & 2r(Lt2 Cents per EACH $! -w• EA $Si /AZ- 16. 14 EA ADJUST Existing WATER VALVE Enclosure To Grade, at C06.- r?..c.1 r ICS H r f-/t{2ec Dollars $1 _ EA $ 2 S�2. & Z v 1� Cents per EACH L / B-3 Cooley Construction, Inc BID SCHEDULE Lic. 348038 P.O. Box 401810 PLAN NO. 11428 Hesperia, CA 92340-1810 STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD (SS 06-35) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 17. 1 LS REMOVE Existing TREES and TREE STUMPS,4" To 36" DIA,(21 Trees; 13 Trec Stumps), at the Lump Sum price of!✓c AZTLI I.) Dollars 2�, & ZL-R6 Cents LS $ly .3 18. 3 EA RELOCATE Existing A T&T LOCATER POST, at 51X Nt.tjo7D"art) s t lC ri' Dollars $//cO y/EA $ I, •/ & Zu3lt� Cents per EACH 19. 300 LF RELOCATE Existing CHAIN LINK FENCE at Right of Way, at W0-Nri 5th! Cents per LIN.FT. $Z+,SC/LF $ 7,950•®� 20. 3 EA RELOCATE Existing CHAIN LINK GATE at Right of Way, at fit;3t-R) Nu,�otRtt & Z -'l.t] Cents per EACH Dollars $7 /EA, $ . / 21. 90 LF REMOVE Existing Chain Link Fence and CONSTRUCT New CHAIN LINK FENCE at Location Per PLAN, at 714 Z j` -TtA9v Dollars $•?i. /LF $ z 64�•7' & 2.c1-2-6 Cents per LIN.FT. 22. 1 EA REMOVE Existing Chain Link Gate and CONSTRUCT New CHAIN LINK GATE at Location Per PLAN, at i\)t N t; gtti1D-Diz v'i) - r-t' Dollars $C1..cr2 EA $ g qj•67 & '�cZv Cents per EACH 23. 25 LF REMOVE & RECONSTRUCT Existing CHAIN LINK FENCE at Location Per PLAN, at -T�f I j2f`I''T^t,.�C� Dollars $32,/'/LF $ C©d•r & ?a—t2.c, Cents per LIN.FT. B-4 Cooley Construction, Inc BID SCHEDULE Lic. 348038 P.O. Box 401810 PLAN NO. 11428 Hesperia, CA 92340-1810 STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD ( SS 06-35) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES ,24. I EA REMOVE & RECONSTRUCT Existing CHAIN LINK GATE at Location Per PLAN, at NirAtr 141,4 1wtri ) cy q Fu g Y Dollars $Ct50/ /EA $ t 8V.67 & 7..L—RD Cents per EACH 25 1 LS REMOVE Existing Service CABINET and Concrete Pad, at the Lump Sum price of rive 4-AANti- Dollars LS $5�• Cr & z�2o Cents 26. 1 LS MODIFY Existing LANDSCAPE IMPROVEMENTS, at the Lump Sum price ofp�t.: 1r rt1vD rl VC j.�ti&l.) - v &.. IGHT'( - -Dollars jF).�L� & �cit-c7 Cents LS $ 11,5-795'.67-s. 27. 10 EA REMOVE And REPLACE Existing MAILBOX, at Q.cr 1.-It,ttc)012.rA t'7 .SL�GPTY-TItDO Dollars $/ !z.• /EA $ a T .B� & Z,�•o Cents per EACH ! j 28. 1 LS STREET LIGHTING SYSTEM, per Plan, Including Electrical Service,Complete in Place, at the Lump Sum price of rau.Ri( " i/e �J I 14 t9cx 5attu l� L S $ 4 C�OCC - -- Dollars & -- Cents 29. 1 EA ROADSIDE SIGN (New R26) on SINGLE POST,at C' 1-kWoO(2cts St`.T ' el C-t liT Dollars $J6g 67/EA $ ICs - & Z c lt4) Cents per EACH 30. 5 EA ROADSIDE SIGN (New R26) on Street Light Standard, per PLAN, at ©1Vlf Hutdol ct _six ----------- Dollars & Z;ct c — Cents per EACH $r /Zo.•67/EA $ g....30. B-5 Cooley Construction, Inc BID SCHEDULE Lic. 348038 P.O. Box 401810 PLAN NO. 11428 Hesperia, CA 92340-1810 STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD ( SS 06-35) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 31. 1 LS ROADSIDE SIGNS (New R26&R81 ) on Street Light Standard, per PLAN, at the Lump Sum price of tot" t{l;t•y tORt vP j �f'' 'T -lure-,5 Dollars LS $ �L-•(o� �( & •Z,--t•� Cents 32. 1 LS ROADSIDE SIGNS (New R2-1 & Relocated R26&R81 ) on Street Light Standard, per PLAN, at the Lump Sum price of CNe U C/..c0 FI(1 '- L I C-I-tT 5 u Dollars LS $ )v V 6Ct & Z elt in Cents 33. 1 LS RELOCATE Existing SINGLE POST & ROADSIDE SIGN (Relocate R26)and Install SIGN (New R81 ) on Relocated SINGLE POST, , at the Lump Sum price of JN(: Pc.lt-iWt.0 l%1r-'r"i- L t(,,4-r Dollars LS $ (_c• • Or & Zr it.o Cents 34. 1 LS ROADSIDE SIGNS (New R26 &"END" ) of Existing Single Post (Salvage WI I ), at the Lump Sum price of TWO 6.q X Rtch T1-1t21 INN Dollars LS $ �13-/ & Zv-R.0 Cents 35. 1 LS ROADSIDE SIGN (New R81 ) on Existing Single Post (Salvage W74), at the Lump Sum pric C( QV�I^Lotaac-o Ft V(; Dollars LS $ �J & 7..-R0 Cents 36. 2 EA INDUCTIVE LOOP DETECTOR, (Replace Existing with Type"E"),at St N4 at W D2ofl T-0 Dollars B� I ©r & 2't:Z,c� Cents per EACH $(V/ /EA $ `, 37. 1 LS THERMOPLASTIC TRAFFIC STRIPING PAVEMENT MARKING & RAISED PAVEMENT MARKERS (RPM), at the Lump Sum pric'eI of L 1Czt{T T!-(EJt,-.S 4 L1 StX NUsi*Rtt7 Dollars ( r n & Z ?c Cents LS $ '��V B-6 Cooley Construction, Inc BID SCHEDULE Lic. 348038 P.O. Box 401810 PLAN NO. 11428 Hesperia, CA 92340-1810 STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD (SS 06-35) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 38. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of j Z -/PGLtSAI-aD Y►uts JfWLt tc D Dollars Br�- & Zc{ZU Cents LS $ I, SiAJ / 39. 1 LS SURVEYING SERVICE, per SECTION 6- 1.10 at the Lump Sum price of Sly.TH.CUAJA jab Sly. I lue- fidLO J Zt-b Dollars J G �J -Cents LS $/o/ (9 l TOTAL BID $ "! Z ��S . 2✓ BID NOTES: The unit price must be written in words and also shown in figures. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended amounts,and"WORDS"shall govern over"UNIT" figures. 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. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. B-7 • 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 60 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 EXPIRAT19N NO.: 3410;P CLASSIFICATION: A- DATE: 14 Z11 FIRM NAME: Cooley Construction, Inc BUSINESS ADDRESS: Lic. 348038 P.O. Box 401810 Hesperia, CA 92340-1810 BUSINESS PHONE: 7t.:4( Olek "l FAX:76'6 /(14-%" 343/ CELL : 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: 6,r,- t> Is Bidder currently a certified DBE? Yes ❑ No y Legal Status of Firm J NAME(S) ADDRESS(ES) Ole SIGNATURE OF BIDDER: Dated: ,2 0O ' BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO. 1 DATE: ADDENDUM NO.2 DATE: ADDENDUM NO.3 DATE: ADDENDUM NO.4 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. 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. Cooley Construction, Inc Lic. 348038 P.O. Box 401810 Hesperia, CA 923401810 • C-2 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. Cooley Construction, Inc Lic. 348038 Contractor: P.O. Box 401810 Hesperia, CA 923401810 NAME OF FIRM: rTh BY: TITLE: el-4- 5 DATE: et. , L-77 . D 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 Division of Public Works, Department of Development Services, 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. C e k Cc Fi Name Signature of Bidder (et/ PKS. Cooley Construction, Inc Printed Name and Title I ic. 348038 P.O. Box 401810 Hesperia, CA 92340-1810 Business Address Place of Residence Subscribed and sworn to before me this day of , 20 Signed �� pp Notary Public in and for the County of °� E Iv +a►(X , State of California. C�` c C d My Commission expires on Year C-5 CALIFORNIA JURAT WITH AFFIANT STATEMENT K,See Attached Document (Notary to cross out lines 1-6 below) ❑ See Statement Below (Lines 1-5 to be completed only by document signer[s], not Notary) Signature of Document Signer No.1 Signature of Document Signer No.2(if any) State of California County of ..)C.4-, Ockro Subscribed and sworn to (or affirmed) before me on this r"u day of , 200,r , by Dat Month Year (1) r R L CC/ e `�- Name of Swbr proved to me on the basis of satisfactory evidence ��- KAREN M. SHACKELFORD be the person who appeared before me (.) (7f Commission At 1731016 ty Notary Public -California (and 17, San Bernardino County Comm. 11 2011 (21._ — _ Name of Signer proved to me on tTibasis of satisfactory evidence be the perso who appeared before me.) re SignaturY C:d. ��; Signature of Notary Pub Place Notary Seal Above OPTIONAL Though the information below is not required by law, it may prove RIGHTTHUMBPRINT RIGHTTHUMBPRINT valuable to persons relying on the document and could prevent OF SIGNER#1 OF SIGNER#2 fraudulent removal and reattachment of this form to another document. Top of thumb here Top of thumb here Further Description of Any Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: 02007 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.NationalNotaryorg Item#5910 Reorder:Call Toll-Free 1-800-876-6827 FORM OF BID BOND• KNOW ALL MEN BY THESE PRESENTS, that we,the undersigned, Cooley Construction. Inc. as Principal,and Fidelity and Deposit Company of Maryland 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 Street Improvements on Kendall Drive (Copy here the exact title description of work, including location as it appears on the proposal) for which bids are to be opened on 9-23-08 (Insert date of opening) NOW, THEREFORE, a. If said Bid shall be rejected,or in the alternate, • b. If said Bid shall be accepted and the Principal shall execute a contract in the Form of contract attached hereto(properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void;otherwise,the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall,in no event,exceed the penal amount of this obligation as herein stated. The Surety,for value received,hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Obligee may accept such Bid;and said Surety does hereby waive notice of any such extension. Signed, this 17th day of September , 20 08 . IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals,and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first mentioned. Cooley Construction, Inc. (SEAL) Fidelity and Deposit Company of Maryland (SEAL) By: ILPr' l Sure ...L.__ BY; Signature Signature • f a &le Richard Adair, Attorney in Fact Printed Name and Title Printed Name and Title • a NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. C-6 • • • • CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT • State of California • County of Los Angeles On 9-17-08 before me, P. Bauer, Notary Public • Date Here insert Name and The of the Officer • personally appeared Richard Adair Nernst')of Signers) • • • • who proved to me on the basis of satisfactory evidence to • be the person(*) whose name(*) is/eit subscribed to the within• instrument and acknowledged to me that • P DAUER he/siole>tttieS executed the same in his/fi~authorized • Commission 9 1696392 capacity(jee), and that by hisJWE W signature on the • Notary Public-California I instrument the person(i, or the entity upon behalf of J c:41,1,71,_ _La Cry which the person(6).acted, executed the instrument. My Comm.Expire;Ocf 19,2010 • I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS y nd official seal. Place Notary Seal Above Signature nature of•Notary Pubtc OPTIONAL Though the information below Is not required by law,it may prove valuable to persons retying on the document and could prevent fraudulent removal and reattachment of this form to another document. • Description of Attached Document • Title or Type of Document: - • Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(ies)Claimed by Signer(s) • • Signer's Name: Signer's Name: . ❑ individual ❑Individual ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): . ❑ Partner=❑Limited ❑General RIGHTTHUh1HPHINT ❑Partner—❑Limited ❑General ❑ Attorney In Fact OF SIGNER RIGHTTSUG©RRINT y 0 in Fact OF SIGNER ❑ Trustee Top of thumb here ❑Trustee Top of thumb here . ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: • Signer Is Representing: Signer Is Representing: • 02007 Na:rot Nofery motxhasoo.gsso De sato Ave.,pa sot 2402 vase Ktth,.CA 91313-2402•www.Natlonatiote,Korg hem#5907 CatlTb#•Fres 1 rioo$7e4e27 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a in corporation of the State of Maryland,by PAUL C.ROGERS,Vice President,and T.E.SMITH,Assistant t Secretary the reverse pursuance of authority granted by Article V1,Section 2,of the By-Laws of said Company,w" side hereof and are hereby certified to be in full force and effect on the date hereof d -s CAW :,nate,constitute and appoint Richard ADAIR and P.BAUER,both of Glendale,Califor I' 4� � �� 'i"'' agent d all and Attorney-in- Fact, -in- "�` . ac ' " : Fact,to make,execute,seal and deliver,for,and on its behalf. ,� �� �� �,�•�{��� ' ' undertakings,and the execution of such bonds or u : r�"�' ",.:'sua' " �•��i NS, ,shall be as binding upon said _- ?,j, i' —xecuted and acknowledged by the Company,as fully and amply,to all inte" j- * , y� regularly elected officers of the -, , u°• `lc �•" �, '•,m their own proper persons. This power of cted office qt. ,2003. revokes that issued •�� `"' "' ' mss '',' of Article VI, The said Assistant :►: a..* ;_'�i•= "yh'.t the extract set forth on the reverse side hereof is a true copy Section 2,of the By- : k4� any,and is now in force. their names and IN WITNESS te' OF, th said e said FIDELITY LAND DEPOSIT Secretary OMPANY OF hereunto subscribed MARYLAND, this 16th day f affixed the Corporate Seal September,A.D.2003. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND '�c otr osrf ti v4o WOW ••• ,,,r*Ps7 .., By: T.E. Smith Assistant Secretary Paul C.Rogers Vice President State of Maryland t ss: City of Baltimore f On this 16th day of September, A.D. 2003, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn,severally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. 01/44}1f Dennis R. Hayden Notary Public My Commission Expires: February 1,2009 POA-F 012-3605B s EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I,the undersigned,Assistant Secretary of 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 the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. 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 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 seal of the said Company, this 17th day of September 2008 A3e)delYttia14(-1 Assistant Secretary ) , CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT_ _ _ _ _ _ .:wu ..TQ'?\,.�:. ......:�:�."h?.'?C i...?Qn9�.9?t..<4:rvIr-ice:., i��. tw'?.i�1.. .T1,--i;iZ11..?t ...:...?. �'.G?Zi�t�:r�:. ...7V?. .71 .n? �?..:5:.-s'..ii:ti: State of California Q County of SG�/1 EF r n Ar ri ‘n O 4. OnSPp+ �3 � �Y before me,4 reri 3nac!�1-c(8 ! & rU e (c. , a Date p Here Insert Name and Tile of a Officer personally appeared 6 s . • r Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to ,.... be the person(e) whose name(s (Oara-subscribed to the within instrument and acknowledged to me ICl/-•- •-y executed the same i Cif/her-Moir authorized capacity(ics), and that by( - - •= signature(s}on the KAREN M. SHACKELFORD instrument the person{e), or the entity upon behalf of Ali, Commission• 1731016 which the person{s}acted, executed the instrument. 1 �'; Notary Public-California I V'/ San i smardino County Cam 11 1 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS m; hand a iv icial sea I Signatu ik .. •. _AA a—% '=-�ir Place Notary Seal Above - ignature of Notary-ublic OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) .. . Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): „m„ ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT El Partner—❑ Limited ❑ General RIGHT THUMBPRINT OF SIGNER ❑Attorney in Fact OF SIGNER ❑ Attorney in Fact Y ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: �, 4'••✓4'✓4'," :,,'ri4'ti4✓S'+i4�4 _%4,,4�5,✓K,t;4'✓4'✓4'.v4'L4'�4'✓'✓ 4'e,,✓4'.i4 •.4■ 4�4Q.!.�4�.C.'4��4`:,! 4::4`:.4•∎• •✓4�✓4'✓ ©2007 National Notary Association•9350 De Soto Ave.,P.O.Box 2402*Chatsworth,CA 9131 3-2402•www.NationalNotaryorg Item#5907 Reorder:Call Toll-Free 1-800-876-6827 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 the Public Works Construction, 2008 Edition, 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, Division of Public Works, Department of Development Services 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 City of San Bernardino's Public Works Division Office, located in the City of San Bernardino's Development Services Department. SP-1 The mailing address for the City of San Bernardino's Public Works Division is: City of San Bernardino Development Services Department Public Works Division 300 North"D" Street, 3`d Floor San Bernardino, CA 92418 Resident Engineer - The Resident Engineer is the City of San Bernardino's or 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 Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California. 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 (MAY, 2006) 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", of these Specifications. 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. Plans and specifications must conform to the requirements of the City of San Bernardino, American Concrete Institute (ACI), Uniform Building Code (UBC), Uniform Plumbing Code (UPC), Caltrans Standard Specifications, these Special Provisions and the Standard Specifications for Public Works Construction (Green Book), latest edition. 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 within 5 working days prior to the day of the proposed bid opening. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be faxed and mailed or delivered to each person of record as receiving a set of such documents. The City will not be responsible for any other form of explanation or interpretation of the proposed documents. 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 BONDS AND MBE/WBE 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 forfeit the bid bond to the City. 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 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 15 % MBE and 5 % WBE on this project. 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 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 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. The Mayor's Affirmative Action Office shall be available to help identify interested MBEs, WBEs and other business enterprises. (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 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. 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 Division, upon request, by 4:30 p.m. on the fourth working day following the day of the bid opening SP-7 2-1.05 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. 2-1.06 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-8 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 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the contract 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. 3-1.03 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, may subject the bidder to a determination of the bidder's responsibility in the event it is the apparent low bidder on a future public works contracts. SP-9 3-1.04 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 Instructions to Bidders, the Plans, the Special Provisions and the Notice Inviting Sealed Bids. The Bidder to whom the contract is awarded shall be notified upon approval of the contract by the Mayor and Common Council. The Notice Inviting Bids, the Instructions to Bidders, the Bid Form, the Plans, Special Provisions and Standard Specifications, 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. 3-1.05 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Specifications, Plans, and addenda, or any 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 any 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. 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. SP-10 3-1.06 REQUIRED INSPECTION OF THE SITE -- A. Bidders are required to inspect the site of the 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 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 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 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-11 SECTION 4 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK TIME OF COMPLETION AND LIQUIDATED DAMAGES 4-1.01 GENERAL -- Attention is directed to the provisions of Section 6-1, "Construction Schedule and Commencement of Work", Section 6-7.1, "Time of Completion", Section 6-8, "Completion, Acceptance and Warranty" and of Section 6-9, "Liquidated Damages" 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 notification, inform the Construction Engineer 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 will be issued within 10 working days of the Pre-Construction meeting. The Contractor shall immediately notify and obtain the approval of the Construction Engineer, prior to the Pre-Construction Meeting, should special circumstances or conditions exist that might prohibit the Contractor from commencing work as scheduled. 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work to completion before the expiration of 60 WORKING DAYS from the date of the "NOTICE TO PROCEED". 4-1.05 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 finishing the work in excess of the number of working days prescribed above. SP-12 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. The Contractor's proposed Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required) shall be submitted to the Engineer within ten (10) working days after the date of the Notice of Award of the Contract. 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. 4-1.06 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", of the 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. 4-1.07 INSPECTION -- The Contractor is responsible to notify the Public Works/Engineering Division 48 hours prior to 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. 4-1.08 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. SP-13 SECTION 5 5-1 LEGAL REQUIREMENTS 5-1.01 INSURANCE REQUIREMENTS -- 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 State of California, the County of San Bernardino 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 5-1.06, "Contractor's Liability". 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, judgements 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-14 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 per accident for bodily injury or illness; 5. Course of Construction: Completed value of the project. 5-1.03 WORKER'S COMPENSATION INSURANCE -- The Contractor's attention is directed to Section 7-4, "Worker's Compensation Insurance", of Standard Specifications, providing that the Contractor shall file a signed Certificate of Worker's Compensation Insurance before execution of the contract. 5-1.04 PAYMENT OF PREVAILING WAGE RATE -- 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 wage shall comply with current rates and all updates. 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-15 (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 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. 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. SP-16 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. 5-1.07 ATTORNEY'S FEES AND ARBITRATION Agreement-- The prevailing will r entitled to be any legal action to enforce or interpret any provisions of this recover from the losing party all attorney fees, court costs and necessary disbursements in connection with that action. The costs, salary and expenses of the City Attorney and members of his office, in 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. 5-1.08 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-17 • ACORD FORM INSURANCE SAMPLE: DATE(MM/YY/DD) ACCORD CERTIFICATE OF INSURANCE 00/00/00 PRODUCER THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. COMMERCIAL ASSOCIATES INS.,INC. THE COVERAGE CERTIFICATE DOES NOT T AMEND, ODES BE OW ALTER 1226 EAST LA PALMA AVENUE COMPANIES AFFORDING COVERAGE ANAHEIM, CA 92807 COMPANY (714)524-4949 FAX: (7145)524-4940 A CNA-TRANSCONTINENTAL INSURED COMPANY B CNA—VALLEY FORGE YOUR COMPANY NAME COMPANY AND ADDRESS C CHUBB GROUP—FEDERAL INSURANCE 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. POLICY POLICY EFFECTIVE POLICY EXPIR LIMITS CO LT TYPE OF INSURANCE NUMBER DATE(NLM/YY/DD) DATE(h'C�WY/DD) LTR GENERAL LIABILITY " EACH OCCURRENCE $1,000,000 FIRE DAMAGE(ANY ONE FIRE) X COhLMERCIAL GEN LIABILITY 5 500,000 A CLAIMS MADE OCCUR —MED EXP(ANY ONE PERSONI) S 5000 X OWNER'S&CONTRACTOR'S PROT 102267576 02/01/98 02101/99 —PERSONAL&ADV INJURY S 1,000,000 GENERAL AGREGATE S 2,000,000 PRODUCTS-COMP/OP AGG S 2,000,000 COMBINED SINGLE LIMIT S 1,000,000 AUTOMOBILE LIABILITY — BODILY INJURY X AUTO (Per Person) $ BODILY INJURY B ALL OWNED AUTOS (Per Accident) _S BAP 5197135 02/01/98 02/01/99 PROPERTY DAMAGE S SCHEDULED AUTOS Per Accident) — HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY S AUTO ONLY-EACH ACCIDENT _ other than auto only. 5 EACH ANY AUTO _ACCIDENT _ other than auto only 5 AGGREGATE X WORKERS COMPENSATION ARID WORKERS COMP I STATUTORY LIMITS EMPLOYER'S LIABILITY SI 000,000 E.L.EACH ACCIDENT C WC X,XXXXX 02/01/98 02/01/99 51,000,000 E.L.DISEASE–EA EMPLOYEE — THE PROPRIRETOR/ ma, — PARTNERS/EXECUTIV S1,000,000 E.L.DISEASE–POLICY LIMIT E OFFICERS ARE. EXCL OTHER DESCRIPTION OF OPERATIONS/LOCATIONS 'EHICLES/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 CANCELLATION THE CITY HOLDER THE CITTY Y OF SAN BERNARDINO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE 111E ISSUEING COMPANY WILL MAIL 3!1 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMES TO THE DEPARTMENT OF DEVELOPMENT SERVICES LEFT. DIVISION OF PUBLIC WORKS AUTHORIZED REPRESENTATIVE 300 N. "D" STREET, 3RD FLOOR 101IN E SMITH (Signature) SAN BERNARDINO,CA 92418-0001 ACCORD 25-S (1/95) 0 ACCORD CORPORATION SP-18 IP r • a 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 DEVELOPMENT SERVICES /PUBLIC WORKS 300 NORTH "D" STREET, 3RD FLOOR SAN BERNARDINO, CA 92418-0001 ., f,s r, . : f 4j N S f iNL (I f 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 CG 20 10 11 85 Authorized Representative for CNA Insurance Group Golden Eagle Insurance Company SP-19 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 3-2.2.1, "Contract Unit Prices" ,"increased or decreased quantities", of the Standard Specifications in rdance more with said Sect on 3 compensation payable to the Contractor will be determined acco 2.2.1 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-20 6-1.03 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS -- The Contractor shall adhere strictly to Sections 7-8 and 7-10 of the Standard Specifications for Public Works (Green Book) through the entire tiro project. The Contractor, without limitation, shall be responsible to provide and Practices to comply with National Pollution Discharge Elimination System (NPDES) standards and practices. The Contractor shall be responsible, to the fullest extent possible, not to permit any contaminants, including soil, to enter any drainage system. Contractor shall be responsible to be prepared to provide hay bales or similar devices to prevent erosion from being washed into the storm drain system. The Contractor shall be responsible to maintain equipment so that oil, grease, gasoline, diesel fuel, et al., does 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 S.W.P.P.P. 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-21 The Contractor shall have a minimum of two (2) readily accessible copies of each publication on the 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-22 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. 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 BMPs specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the CITY will deduct, from the final payment due the Contractor, the total amount of any fines levied on the CITY, plus legal and staff costs, as a result of the Contractor's lack of compliance with these provisions and/or less than complete implementation of the specified BMPs. SP-23 STORM WATER POLLUTION PREVENTION PLAN ( SWPPP ): A Storm Water Pollution Prevention Plan (SWPPP) shall be defined as a report that includes site map(s), 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. 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. 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 sand (or 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. SP-24 The City's NPDES Section shall be contacted prior to any work to determine whether or not the project will require the development of a Water Quality Management Plan(WQMP). THE CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS AND CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION. 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. Prior to the commencement of work, the Contractor shall obtain a construction permit at no cost from the City of San Bernardino, Public Works Division, Engineering Section, located at San Bernardino City Hall, 300 North "D" Street, 3rd Floor, San Bernardino, CA 92418. 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. Contractor shall obtain all required permits from all other City of San Bernardino Departments/divisions and/or agencies including, but not limited to, Building Inspection Division, Public Services — Sewer, Water, 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. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. 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. SP-25 A. Work by Contractor The following percentages profits: Contractor's costs and shall constitute the markup for all overhead and pro 1) Labor 20 2) Material 15 3) Equipment Rental 15 4) Other items and Expenditures 15 subsection, To the sum of the costs and markups provided for in this the bonding compensation for bonding shall be at the rate p by company. B. Work by Subcontractor When all or any part hed above shall be applied performed by a Subcontractor, the markup established 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 Friday, 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 shall coordinate with the Engineer regarding working hours prior to start of construction. 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. The Contractor will coordinate inspections with the Public Works Inspector 48 hours prior to any work being done during evenings or Saturdays. 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 11`h, 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. SP-26 6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payments", 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. 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. 6-1.10 SURVEYING SERVICE -- The Contractor shall refer to the PROJECT LOCATION SURVEY DOCUMENTS section at the back 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. • SP-27 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. 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. SP-28 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 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. 6-1.16 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. SP-29 C. The Contractor and its affected subcontractors shall attend safety coordination meetings. The minutes of their meetings shall be submitted to the Engineer. 6-1-17 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. 6-1.18 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-30 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 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 Division 195 North"D" Street San Bernardino, CA 92401 Phone: (909) 387-7224 Attn: Ellis Williams SP-31 4. VERIZON 1980 Orange Tree Lane, Suite 100 Redlands, CA 92374-2803 Phone: (909) 748-6644 Attn: Fernando Lopez 5. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA; COAICAST) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 795-3349 Attn: Stewart King 6. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA; TC I) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 798-8588 Attn: Mark Davenhauer 7. TIME WARNER TELECOM OF CALIFORNIA 3281 Guasti Road, Suite #350 Ontario, CA 91761 Phone: (909) 456-3697 Attn: Richard Wilkerson Cell: (714) 801-6141 8. A.T. & T. - OSP Engineering Cable Maintenance & Right of Way 2741 N. Main Street Walnut Creek, CA 94596-2714 Phone: (925) 944-8416 Attn: Rosemary Hamill 9. A.T. & T. (sBC-PACIFIC BELL TELEPHONE) ATTN: Right-of-Way Liaison 1265 N. Van Buren Street, Room #180 Anaheim, CA 92807 Phone: (714) 666-5401 Attn: Susan Morgan SP-32 10. SPRINT COMMUNICATIONS Attn: Outside Plant Engineering 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 874-7450 Attn: Lynn Durrett 11. MCI—Western Region OSP Outside Plant Construction 157 S. Lilac Street Rialto, CA 92376 Phone: (909) 421-5309 Attn: Chuck Trimble 12. CHARTER COMMUNICATIONS 7337 Central Avenue Riverside, CA 92504-1440 Phone: (951) 343-5139 Attn: Dean Vandever 13. EAST VALLEY WATER DISTRICT 3654 Highland Avenue, Suite #18 Highland, CA 92346-2607 Phone: (909) 888-8986 Attn: Leida Etherton 14. SAN BERNARDINO COUNTY INFORMATION SERVICES NETWORK SERVICES Attn: Randy Miller, Division Chief 670 E. Gilbert Street San Bernardino, CA 92415 Phone: (909) 388-5910 Attn: Michele Watson 15. OMNITRANS 1700 W. 5th Street San Bernardino, CA 92411 Phone: (909) 379-7153 Attn: Allen Wild— Stops & Station Changes SP-33 16. CITY OF SAN BERNARDINO INFORMATION SERVICES —COMMUNICATIONS 300 North"D" Street, 4th Floor San Bernardino, CA 92418 Phone: (909) 384-5947 Attn: Larry Martin 17. CITY OF SAN BERNARDINO PUBLIC SERVICES DEPARTMENT STREET DIVISION 234 S, Mt. View Avenue San Bernardino, CA 92408 Phone: (909) 384-5143 Attn: Elias Shehab 18. CITY OF SAN BERNARDINO PUBLIC SERVICES DEPARTMENT TRAFFIC SIGNALS & STREET LIGHTING 234 S. Mt. View, #110 San Bernardino, CA Phone: (909) 384-5129 Attn: Scott Zehm 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. SP-34 7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory location or by excavation, to interfere with the construction of this project will 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 may coordinate the work with the utility owners. Abandoned utilities, which interfere with the construction of any portion of this project, may 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-35 SECTION 8 8-1 DESCRIPTION OF WORK 8.1-01 DESCRIPTION OF WORK -- The description of work to be done consists, in general, of mobilization, performing clearing and grubbing, saw cutting existing curbs and sidewalks, removing concrete, performing unclassified excavation and unclassified fill, constructing portland cement concrete curb and gutter, sidewalk, residential driveway approach, and parkway culvert, grinding existing asphalt pavement, placing aggregate base material, asphalt concrete pavement and overlay, and asphalt driveway, relocating water facilities, chain link and wood fences, installation of street lighting facilities, removal and replacement of mailboxes, installation of new road signs and posts, relocation of existing sign and posts, application of traffic stripping, 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 street lighting 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. As stated in Section 21-1.02, "4. Service" of these Special Provisions, the Contractor shall also contract Southern California Edison regarding service by the 16th working day. All other works shall be considered second order of work. 8-1.03 CLEAN UP AND DUST CONTROL, -- Clean up and dust control shall conform to provisions in Section 7-8.1, "Clean Up and Dust Control", 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-36 t 8-1.04 PROJECT LOCATIONS -- See separate bound Plans. 8-1.05 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. 8-1.06 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. SP-37 8-1.05 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 until one week prior to bid opening. If there are any questions regarding this project, please contact: City of San Bernardino City Engineer's Office 300 North "D" Street, Third Floor San Bernardino, CA 92418 Subject: STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD ( SS 06-35 ) -- PLANS & SPECIAL PROVISIONS NO. 11428 Attention: Byron Montalvo, Sr. Civil Engineer, Project Manager Tel: (909) 384-5263; Fax: (909) 384-5155 E-mail: montalvo_by @ci.san-bernardino.ca.us SP-38 SECTION 9 9-1 TRAFFIC CONTROL 9-1.01 GENERAL -- Attention is directed to Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, 2008 Edition and these Special Provisions. Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the "Manual on Uniform Traffic Control Devices", current edition, and the "California Supplement", current edition. 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 and detour plans shall be based on the most recent "Manual on Uniform Traffic Control Devices", current edition, and the "California Supplement", current edition. 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 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 must be properly illuminated at night to the satisfaction of the Engineer. The Contractor shall take all necessary measures to obtain 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 "Manual on Uniform Traffic Control Devices", current edition, and the "California Supplement", current edition. 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. SP-39 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. 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. 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 specified herein, the Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, with prior approval of the Engineer. 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 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 with a minimum of one lane open in each direction. 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. 9-1.05 ACCESS TO ABUTTING PROPERTY AND ROAD AND TRAVEL LANE CLOSURE -- The Contractor shall so conduct his operations as to offer the least possible obstruction and inconvenience to the public. Convenience access to abutting properties shall be maintained and remain open, unless approved by the Engineer. SP-40 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 and the day preceding designated legal holidays, and when construction operations are not actively in progress on working days. 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 lane or road closures. 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. Personal vehicles of the Contractor's employees shall not be parked o the traveled way at any time. 9-1.06 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. Emergency vehicles shall be permitted access at all times to any street. 9-1.07 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. 9-1.08 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, and for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the contract bid lump sum 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 be adopted immediately and shall be considered paid in full as a part of the contract bid lump sum paid for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor. SP-41 SECTION 10 10-1 MOBILIZATION 10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 9- 3.4, "Mobilization", of the Standard Specifications. Mobilization may include, but not be limited to, the following principle 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. 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-42 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 Standard Specifications and these Special Provisions. PART A The lump sum bid item for "CLEARING and GRUBBING, UNCLASSIFIED EXCAVATION and UNCLASSIFIED FILL" shall include, but not be limited to, the following items as shown on the Plans or as specified in the Special Provisions: 1. Remove existing asphalt concrete pavement and/or concrete pavement material, including saw cutting, as shown on the Plans, and as directed by the Engineer. 2. Remove existing trees, palm trees and shrubs with the diameter of less than 4" and cactus, as directed by the Engineer. 3. Remove existing rocks and gravel as directed by the Engineer. 4. Remove and/or relocate any existing irrigation system or landscaping/flood light which is in conflict with sidewalk or driveway approach construction, within City right-of-way as directed by the Engineer. Note: All existing irrigation systems may not be shown on the Plans. 5. Remove and relocate wood fence back approximately 25 feet to the CITY right of way line, as directed by the Engineer. 6. Relocate address post as directed by the Engineer. PART B The following items are classified as separate bid items of work: 1. "REMOVE Existing TREES and TREE STUMPS, 4" to 36" DIA" SP-43 2. "REMOVE Existing Service CABINET and Concrete Pad" as directed by the Engineer. 3. "MODIFY Existing LANDSCAPE IMPROVEMENTS" as shown on the Plans, and as directed by the Engineer. 4. "RELOCATE Existing A T & T LOCATER POST" as directed by the Engineer. All removed concrete and other materials shall become the property of the Contractor and shall be 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 Standard Specifications. The Contractor shall grade the roadway and the driveways as required, provide all unclassified excavating (other than final quantity bid item for Unclassified Excavation ) and unclassified fill necessary for curbs, gutters, sidewalk, driveway approaches and driveways ,as indicated on the Plans and described in these Special Provisions. Excess and/or unsuitable m Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. Backfill for trenching 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, the top 6" of 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, UNCLASSIFIED EXCAVATION, AND UNCLASSIFIED FILL", 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, miscellaneous unclassified excavation and unclassified fill, as shown on the Plans and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract bid lump sum price paid for "REMOVE Existing TREES and TREE STUMPS, 4" to 36" DIA", "REMOVE Existing Service CABINET and Concrete Pad" and "MODIFY Existing LANDSCAPE IMPROVEMENTS" shall be considered as full compensation for providing all the material, tools and equipment, and for doing all the work involved in the removal of trees and tree stumps in the right of way, the removal of the existing service pedestal cabinet and its concrete pad foundation, and modifying existing irrigation and flood lighting to fully-functioning systems, complete in place, as shown on the Plans and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-44 The contract bid price paid per each for "RELOCATE Existing A T & T LOCATER POST" shall be considered as full compensation for providing all the material, tools and equipment, and for doing all the work involved in the relocation of utility locater post, complete in place, per the Plans, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. 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. 2. Tests which do meet the required relative compaction will be paid for by the City. SP-45 SECTION 12 12-1 UNCLASSIFIED EXCAVATION 12-1.01 GENERAL -- Unclassified excavation shall comply with Section 300-2, "Unclassified Excavation" of the Standard Specifications and these Special Provisions. The Contractor shall grade the roadway as required, providing unclassified excavation necessary for the curbs, gutters, sidewalk,parkway culvert, driveways, driveway approaches and street paving, as indicated on the Plans and described in these Special Provisions. Excess and/or unsuitable materials shall be removed from the site by the Contractor. All removed materials 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 Standard Specifications. All embankments and subgrades shall be compacted in accordance with Section 300-4.7, "Compaction" of the Standard Specifications and these Special Provisions. Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. 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, the top 6" of subgrade material shall be compacted to a relative compaction of 95%. The estimated quantities of unclassified excavation, as shown on the Plans, and as shown on the Bid Schedule, shall be considered as final, and no additional allowance will be made unless additional work is ordered by the Engineer or computational errors are presented in writing five (5) working days prior to the bid opening. 12-1.02 PAYMENT -- The contract bid price paid per cubic yard for "UNCLASSIFIED EXCAVATION" shall be considered as full compensation for providing all the material, tools and equipment, and for doing all the work involved in performing unclassified excavation, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-46 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. 2. Tests which do meet the required relative compaction will be paid for by the City. SP-47 SECTION 13 BLANK SP-48 SECTION 14 14-1 ASPHALT CONCRETE 14-1.01 GENERAL -- Asphalt concrete shall comply with the requirements of Section 203-1, "Paving Asphalt", and Section 302-5, "Asphalt Concrete Pavement", of the Greenbook Standard Specifications and these Special Provisions. The Performance Grade of the asphalt concrete shall be PG 64-10. A soil sterilant and tack coat shall be applied as directed by the Engineer. 14-1.02 SOIL STERILIZATION -- Soil sterilant shall be "Poly-Bor-Chlorate", or "Borascu", with colored marker dye, manufactured by Pacific Coast Borax Company or approved product of other manufacturer provided they are of non-flammable type. After all fine grading, checking, shaping and compacting of the subgrade has been completed, all soil in the areas to receive bituminous concrete pavements shall be thoroughly treated with soil sterilant and thoroughly sprinkled to distribute the chemical through the first two or three inches of the subgrade. The Contractor shall provide all necessary protection to prevent injury to animal or plant life and property occasioned by the application of the soil sterilant. The Contractor will be held responsible for all personal injury or property damage caused by the application of soil sterilant or the storage of same. Soil sterilant shall be applied in accordance with the manufacturer's recommendations. 14-1.03 CRACK SEALING -- In areas where an overlay of asphalt concrete is to be made on existing paving, all cracks larger than 1/4" shall be cleaned and sealed with a hot- applied rubberized asphalt sealant, prior to placing overlay. The Engineer shall make the sole determination as to which cracks shall be sealed. The crack sealing material shall be rubberized crack seal, "Crafeco" or "Percal Polymerles" or approved equal. SP-49 Cracks 1/2" inch wide, to 1-1/2" wide, shall be cleaned full depth by blowing operations prior to applying sealant. The sealant shall be applied in accordance with the manufacturer's instructions. Cracks greater than 1-1/2" wide shall be cleaned full depth by routing and blowing operations prior to applying the sealant. A tack coat must be applied to the edges and filled with a fine asphalt concrete hot mix. 14-1.04 TACK COAT -- Tack coat shall be applied in compliance with Sub- Section 302-5.4, "Tack Coat", of the Standard Specifications, and as directed by the Engineer. 14-1.05 ADJUSTING MANHOLE FRAMES AND COVERS AND WATER VALVE ENCLOSURES TO GRADE - Adjusting manhole frames and covers and water valve enclosures to grade after completion of paving shall be in accordance with Sub-Section 301-1.6 "Adjustment of Manhole Frame and Cover Sets to Grade", of the Standard Specifications and Section 25A, "Adjustment of Water Facilities" of these Special Provisions, per the Plans and as directed by the Engineer. All debris and foreign material shall be removed from the cover in accordance with Sub- Section 301-1.6 The pavement surrounding the frames and covers and enclosures shall meet the smoothness requirement as specified in 302-1.6 14-1.06 ADJUSTING NON-CITY UTILITY MANHOLES/VAULTS/VALVES -- Adjusting non-city utility manhole/vault frames and covers or valve enclosures to grade after completion of paving shall be performed by others. 14-1.07 PAYMENT -- The contract bid unit price paid per ton for "ASPHALT CONCRETE PAVEMENT ( 0.40' Thick), OVERLAY ( 0.10' Thick), 2' FEATHER AND ASPHALT CONCRETE DRIVEWAY ( 4" Thick )", shall include full compensation for providing all the material, tools and equipment, and for doing all the work involved in placing asphalt concrete material, complete in place, as designated on the Plans, per the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional or separate compensation will be allowed therefor. SP-50 SECTION 15 15-1 AGGREGATE BASE 15-1.01 GENERAL -- Aggregate base shall comply with requirements of Section 200-2, "Untreated Base Materials", and Section 301-2, "Untreated Base", of the Standard Specifications and these Special Provisions, for crushed aggregate base. Crushed rock for aggregate base shall be %-inch. 15-1.02 PAYMENT -- The contract unit price paid per ton for "AGGREGATE BASE ( 0.75' THICK )", shall include full compensation for doing all the work involved in preparing the subgrade and• placing material as shown on the Plans, per the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. • 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 Standard Specifications, as shown on the Plans, Standard Drawings and these Special Provisions. Portland Cement Concrete shall be Class 520-C-2500, with a maximum slump of four (4) inches. 16-1.02 PCC CURB AND GUTTER -- Portland cement concrete curb and gutter shall be constructed in accordance with the City of San Bernardino's Standard Drawing No. 200, Type "B", as shown on the Plans and as directed by the Engineer. 16-1.03 PCC CURB -- Portland cement concrete curb, modified to 9" high, shall be constructed in accordance with the Standard Plan for Public Works Construction (SPPWC). Standard Plan 120-1, Type "Cl", as shown on the Plans and as directed by the Engineer. 16-1.04 PCC SIDEWALK -- Portland cement concrete sidewalk 'shall be constructed in accordance e with the City of San Bernardino's Standard Drawing No. 202, Case "A", with 4' minimum by-pass clearance, as shown on the Plans, and as directed by the Engineer. 16-1.05 PCC RESIDENTIAL DRIVEWAY APPROACH -- Portland cement concrete commercial driveway approach, modified to meet existing, shall be constructed in accordance with the City's Standard Drawing No. 203, as shown on the Plans and as directed by the Engineer. 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 Standard Specifications and these Special Provisions. SP-52 The above-referenced CITY Standard Drawings and Standard Plan for Public Works Construction (SPPWC) are 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. 16-1.06 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. 16-1.07 PAYMENT -- The contract bid unit price paid per linear foot for "PCC CURB AND GUTTER, TYPE 'B' " and "PCC CURB, 9" Curb Face" shall include full compensation for providing all the materials, tools, equipment and incidentals, and for doing all the work involved in constructing curb and gutter, including performing unclassified excavation and unclassified fill, as required, constructing 9" concrete curb at back of concrete parkway culvert for the installation of metal hand railing, as shown on the Plans, per the 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 square foot for "PCC SIDEWALK ( 4' Minimum By-Pass )" shall include full compensation for providing all the materials, tools, equipment and incidentals, and for doing all the work involved in constructing concrete sidewalk and minimum 4' wide clearance sidewalk by-pass, including saw cutting existing concrete, performing unclassified excavation and unclassified fill, per the Plans, the 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 "PCC RESIDENTIAL DRIVEWAY APPROACH" shall include full compensation for providing all the materials, tools, equipment and incidentals, and for doing all the work involved in constructing concrete residential driveway approach, including saw cutting existing concrete, performing unclassified excavation and unclassified fill, to meet existing, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-53 SECTION 17 17-1 COLD MILLING 17-1.01 GENERAL -- Cold milling operations shall be performed in accordance with Section 300-1.3 "Removal and Disposal of Materials" and Section 302-1, "Cold Milling of Existing Pavement", of the Standard Specifications and these Special Provisions. Existing asphalt concrete shall be milled at the location and to the dimensions shown on the Plans and as included in these Special Provisions. The cold milling machine shall have a cutter head at least 30 inches wide and shall be operated so as not to produce fumes or smoke. The rotor teeth shall cut in an upward direction as to the direction of travel reducing the size of material until the desired gradation has been achieved. The depth, width, and shape of the cut shall be as indicated on the typical cross sections or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross sections. The outside lines of the milled area shall be neat and uniform. The road surfacing to remain in place shall not be damaged in any way. The material milled from the roadway surface, including material deposited in existing gutters or on the adjacent traveled way, shall be immediately removed. The removal crew shall follow within 50 feet of the planer, unless otherwise directed by the Engineer. Milling of asphalt concrete pavement will be measured by the square yard. The quantity to be paid for will be the actual area of surface milled irrespective of the number of passes required. After the cold milling operation, the Contractor shall pave/overlay the street with new pavement within 72 hours and/or as directed by the Engineer. Where transverse joints are milled in the pavement at conform lines, no drop-off shall remain between the existing pavement and the milled area when the pavement is opened to public traffic. If asphalt concrete has not been placed to the level of public traffic, a temporary asphalt concrete taper shall be constructed. The asphalt concrete shall be placed to the level of the existing pavement and tapered on a slope of 30:1 or flatter to the level of the milled area. SP-54 t Asphalt concrete for tapers•shall be commercial quality and may be spread and compacted by any method that will produce a smooth riding surface. Asphalt concrete tapers shall be completely removed, including removing all loose material from the underlying surface, before placing the permanent surfacing. Temporary tapers shall remain in place no longer than the above 72 hour limit required for the application of new pavement surfacing after cold milling. 17-1.02 PAYMENT -- The contract bid price paid per square yard for "COLD MILL", shall include full compensation for conforming to the requirements of this section, for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in cold milling of asphalt concrete surfacing including disposal of material milled from the site, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. Full compensation for furnishing asphalt concrete for temporary tapers and for constructing, maintaining, removing and disposing of the tapers, shall be considered as included in the contract bid price paid per square yard for "COLD MILL" of asphalt concrete pavement and no additional compensation will be allowed therefor. SP-55 SECTION 18 THROUGH SECTION 19 BLANK SP-56 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 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 Standard Specifications 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 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 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. 20-1.02 PAYMENT - The contract bid lump sum price paid for "THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING and 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), as shown on the Plans, per the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-57 SECTION 21 21-1 STREET LIGHTING 21-1.01 GENERAL -- . 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 Standard Specifications, the City of San Bernardino Street Lighting Policies and Procedures, these Special Provisions and Caltrans Standard Plans for 2008. The work to be done consists, in general, of constructing Portland Cement Concrete foundations for street light poles; installing complete street lighting system; including installing conduit, pull boxes, conductors to new service pedestal, and such other items or details not mentioned above that are required by the Plans The installation shall include street lighting standards, luminaire, electrical service and all underground distribution lines; and shall include the trenching, backfill, and compaction thereof. 21-1.02 MATERIALS -- All materials shall be as listed below or approved equal by the Engineer. 1. Lighting Standards -- Lighting standards shall be octagonal, symmetrically tapered, pre-cast, pre-stressed, concrete poles unless otherwise specified by the City Engineer. The color shall be natural gray with black and white aggregate. The poles shall have an approved anti-graffiti surface. 2. Luminaires -- Luminaires shall be 150 watt high pressure sodium type, Power/door Luminaire cutoff optics with integral ballast, and P.E. receptacle, wired for 240 volt operation, as shown on the Plans, or approved equal. 3. Pull Boxes -- Pull boxes shall be #3-1/2 (except as shown on the Plans) and installed flush with top of curb or concrete sidewalk. Concrete pull box covers shall be inscribed:. "STREET LIGHTING HIGH VOLTAGE". Pull Boxes shall be secured with a locking pull box cover, as manufactured by Lighting Security Products, (866) 922-5661, or approved equal. The manufacturer's recommended installation instructions are included in the APPENDIX of these Special Provisions. SP-58 4. Service -- New service shall be installed, as shown on the Plans and in accordance with Standard Drawing SL-2 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 fees charged by the Southern California Edison Company will be paid by the City. 5. Conduit -- Conduit shall conform to Section 307-2.5, "Conduit", of the Standard Specifications. The Contractor may use either rigid galvanized steel conduit or rigid polyvinyl chloride (Schedule 40) for underground use, and rigid polyvinyl chloride (Schedule 80) for use above ground. Conduits passing under roadways shall be installed by jacking or drilling methods utilizing only galvanized rigid steel conduit. Conduit shall be 2"-diameter, minimum. Conduits shall be placed at the following depths below grade: a. 18" within parkways and medians, back of curbs, and under concrete sidewalks. b. 24" when crossing roadways. 6. 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 b. Type THW or THWN polyvinyl chloride. c. 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. SP-59 7. Pole Foundations -- Foundations for poles shall be constructed to Class 560- C-3250 concrete, with a maximum slump of four (4) inches. Anchor bolts shall be installed to match the bolt hole patterns for the poles. 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 lump sum price paid for, "STREET LIGHTING SYSTEM", shall be considered as full compensation for providing all material and equipment and for doing all the work involved in the installation of street lights and new electrical service, including all appurtenant facilities, complete in place, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-60 • SECTION 22 BLANK SP-61 SECTION 23 23-1 ROADSIDE SIGNS 23-1.01 GENERAL -- Relocation and new installation of roadside signs and posts shall be installed at the locations shown on the Plans or where directed by the Engineer, and shall conform to the Standard Specifications, the California Manual on Uniform Traffic Control Devices (MUTCD), and these Special Provisions. The Contractor shall install the following roadside signs on street light standard or single post in accordance with the City's Standard Drawing No. 504, and as directed by the Engineer: "SPEED LIMIT 50 " (R2-1) "NO PARKING ANY TIME" (R26) "END" "BIKE LANE" (R81) 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. The Contractor shall remove and salvage roadside signs as indicated on the Plans and deliver to the CITY YARD, at 234 South Mountain View Avenue, San Bernardino, CA 92404 23-1.02 PAYMENT -- The contract bid unit price paid per each for "ROADSIDE SIGN ( New R26 ) on Street Light Standard" and "ROADSIDE SIGN ( New R26 ) on SINGLE POST" shall include full compensation for furnishing all material, tools, equipment and incidentals for doing all the work involved in installing new roadside sign on street light standard or on new single post , all complete in place, per the Plans, as specified in the Standard Specifications, the California MUTCD and these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-62 The contract bid lump sum price paid for "ROADSIDE SIGNS ( New R26 & R81 ) on Street Light Standard", "ROADSIDE SIGNS ( New R2-1 & Relocated R26 & R81 ) on Street Light Standard", "RELOCATE Existing SINGLE POST & ROADSIDE SIGN ( Relocate R26 ) and Install SIGN ( New R81 ) on Relocated SINGLE POST", "ROADSIDE SIGNS ( New R26 & "END" ) on Existing Single Post ( Salvage W11 )" and "ROADSIDE SIGN ( New R81 ) on Existing Single Post ( Salvage W74 )" shall include full compensation for furnishing all material, tools, equipment and incidentals for doing all the work involved in installing new or relocated roadside signs on street light standard or on new or existing single post and/or relocating roadside signs on existing single post, and salvaging signs, all complete in place, per the Plans, as specified in the Standard Specifications, the California MUTCD and these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. • • SP-63 SECTION 23A 23A-1 RESET MAILBOXES 23A-1.01 RESET MAILBOXES -- Existing mailboxes shall be removed and reset on portable mounts consisting of redwood post set in concrete pedestals formed in 5-gallon cans or buckets in accordance with these Special Provisions and as directed by the Engineer. Redwood posts shall be 4"X4" nominal size, No. 2 heart structural grade redwood s4s. Concrete for the pedestals shall be produced from commercial quality aggregates and cement and shall contain not less than 470 pounds of cement per cubic yard. During construction operations, the mailboxes shall be removed as necessary to clear the way for the Contractor's operations, but at all times shall be accessible for rural delivery. When construction is complete, the mailboxes shall be placed in final position and the pedestals shall be buried to the proper depth as directed by the Engineer. The bucket or can used to form the pedestal, if neat appearing in the opinion of the Engineer, may be left on the pedestal; otherwise, it shall be removed and disposed of prior to burial. After the mailboxes are installed in their final positions, the posts and the portions of pedestals above ground shall be given one (1) coat of latex-based wood primer, and two (2) coats of white latex-based paint for exterior wood, as manufactured by "Sinclair Paints", or approved equal. The primer and paint shall be furnished by the Contractor and testing will not be required. Existing groups of mailboxes, on single-post or multi-post supports, shall be removed and rest on 2-post portable mounts as herein specified for single-post mountings and shall be provided with a supporting cross member between the tops of the portable mounts. Two-post installations shall be considered as 2 units for payment purposes. 23A-1.02 PAYMENT -- The contract unit price paid for each to "REMOVE and REPLACE Existing MAILBOX", shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in removing the boxes, constructing the portable mounts, installing the boxes on the mounts, moving and setting up the portable mounts as required, and placing the mounts in final position, including all necessary concrete, excavation, backfill and painting, as specified in these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-64 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 Systems" and Section 209-5.8, "Detectors" of the Standard Specifications (latest edition), the Caltrans Standard Specifications and Standard Plans (latest edition), and these Special Provisions. The traffic signal work includes installation of new inductive loop detectors and detector lead-in-cables as shown on the Plan and/or as directed by the Engineer, and shall conform to Section 209-5.8.2, "Inductive Loop Detectors" of the Standard Specifications, and these Special Provisions. 24A-1.02 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEM - Traffic signal system shutdowns shall be limited to periods between the hours of 9:00 a.m. and 3:00 p.m. The Contractor shall place "STOP AHEAD" and "STOP" signs to direct vehicle and pedestrian traffic through the intersection during traffic signal system shutdowns. All signal faces shall be covered when the system is shutdown overnight. Temporary "STOP AHEAD" and"STOP" signs shall be either covered or removed when the system is turned on. "STOP AHEAD" and "STOP" signs shall be furnished by the Contractor and shall conform to the provisions in Section 12-3.06, "Construction Area Signs", of the Standard Specifications. Minimum size of"STOP" signs shall be 36 inches. One "STOP AHEAD" sign and one "STOP" sign shall be placed for each direction of traffic. For two lane approaches, two "STOP" signs shall be placed. Location of signs shall be as directed by the Engineer. Full compensation for furnishing, installing, maintaining and removing temporary "STOP AHEAD" and "STOP" signs and for covering signs and signal faces not in use shall be considered as included in the contract lump sum price paid for the signal items involved, and no additional compensation will be allowed therefor. SP-65 24A-1.03 PULL BOXES - BLANK. 24A-1.04 CONDUCTORS - Conductors and wiring shall conform to the provisions in Section 209-5.8.2.3, "Conductors", 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. Splices shall be insulated by Method"B" as provided on Caltrans Standard Plans ES-13A. 24A-1.05 INDUCTIVE LOOP DETECTOR - Inductive loop detectors shall conform to the provisions in Section 209-5.8.2, "Inductive Loop Detectors" of the Standard Specifications, and these Special Provisions. The Contractor shall install a 6 foot diameter circular loop, Type E, as shown on the Plans. The 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 1-1/2 inch. Slot width shall be a maximum of 5/8 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 209-5.8.2.4, "Sealants" of the 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. SP-66 t 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 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. 24A-1.07 TESTING - The Contractor shall test inductive detector loops in accordance with Section 86-2.14B, "Field 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. Functional testing shall conform to the provisions in Section 86-2.14C, "Functional Testing", of the Caltrans Standard Specifications and these Special Provisions. 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. SP-67 24A-1.09 PAYMENT - The contract bid unit price paid per each for "INDUCTIVE LOOP DETECTOR" shall include full compensation for furnishing all materials, tools and equipment and for doing all the work involved in the installation of the traffic inductive loop detector lead-in cable and traffic inductive detector loops, including all the appurtenant facilities, saw cutting, splicing, testing, removing sealant and cleaning existing conduit, removing dirt/debris from existing pull boxes, to replace existing complete in place, as shown on the Plans, per the Standard Specifications (Green Book), the Caltrans Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-68 SECTION 25 25-1 RELOCATION AND REPLACEMENT OF WATER FACILITIES 25-1.01 GENERAL -- Relocation and replacement of water facilities shall be in accordance with the Plans, these Special Provisions and as directed by the Engineer. In general, the work includes the following: the extension of existing copper water service lateral pipe, relocating the existing water meters, relocating existing fire hydrants and appurtenances, backfilling and compaction, tie-in to existing water lined and testing of systems and providing temporary water services. The Contractor shall notify the City of San Bernardino Water Department at (909) 384- 5139 a minimum of seven days prior to beginning work that will affect the water line system. The word "Water Department" shall mean the City of San Bernardino Water Department. The word "Board" or words "Board of Water Commissioners" shall mean the Board of Water Commissioners of the City of San Bernardino Water Department. The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by the Water Department", or words of like importance, used in Specifications or upon the drawings, shall be understood to mean that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended, and similarly, the words "Approved, Acceptable, Satisfactory by the Water Department", or words of like importance, shall mean approved by or acceptable to, or satisfactory to the Engineer, unless otherwise expressly stated. The word "Engineer" shall mean a Civil Engineer registered as such in the State of California and employed by the Water Department, acting either directly or through designated and properly authorized agents, assistants, and inspectors. The word "Contractor" shall mean the person, persons, partnership or corporation duly licensed as such in the State of California to enter into a contract for the performance of the work required. The word "Applicant" used herein shall mean the person or persons and the duly authorized representatives of the party or parties requesting an extension or an addition to the Water Department's water system. SP-69 The word "Plates" shall mean collectively all of the Plates attached to and accompanying these Specifications and made a part hereof. The words "Or Approved Equal: shall mean a product that meets all A.W.W.A. specifications and has been approved for use in the City of San Bernardino's domestic water system by the Water Department. The word "Plans" shall refer to the Water System Construction Plans that have been prepared by Applicant's Engineer and approved by the Water Department. 25-1.02 CONDITIONS -- The decision of the Water Department shall be final on all questions relating to the acceptability of the material, machinery or plant equipment, classification of material or work, the proper execution, progress or sequence of the work, quantities and the interpretation of the Specifications or drawings. The Contractor shall obtain copies of and comply with all applicable current statutes, laws ordinances, rules, regulations, and State of California, the County of San Bernardino, City of San Bernardino, and any other governmental agencies having jurisdiction, and shall make application for all required permits and bear cost of same. In the event of conflict between the requirements of these Specifications and the requirements of the permits, it shall be understood that the more exacting requirements shall govern. The Contractor shall furnish to the Water Department copies of all required permits and licensed prior to initiation of the work. Upon completion of the work, the Contractor shall supply to the Water Department letter(s) of approval from the governing bodies having jurisdiction that the Contractor has met the requirements and conditions of the permits or licenses. 25-1.03 INSPECTION -- The Water Department's Engineer or his representative shall be present at the site for work related to the water system except when the Engineer makes specific advance arrangements with the Contractor for a specific task. No water facilities shall be backfilled until such time as they have been inspected, tested, flushed, and accepted by the Water Department's Engineer. 25-1.04 CAL-OSHA SAFETY CODE -- All work shall be done in a manner that complies with all CAL-OSHA Title 8 - Safety Codes. SP-70 25-1.05 DEFECTIVE WORK OR MATERIALS -- No work which is defective in its construction or deficient in any of the requirements of these Specifications will be considered as accepted in consequence of the failure of any inspector connected with the work to point out said defects or deficiency during construction. The Contractor shall correct any imperfect work without compensation from the Water Department before final acceptance of the work by the Water Department. 25-1.06 MAINTENANCE OF EXISTING IMPROVEMENTS -- Unless otherwise indicated in the Plans or these Specifications, or unless otherwise cared for by the owner of a public utility or franchise, all water, gas, oil, or irrigation lines, structures or house laterals, in place, and other surface or subsurface structures or lines, shall be maintained by the Contractor and shall not be disturbed, disconnected or damaged by him during the progress of the work. Should the Contractor in the performance of the work disturb, disconnect or damage any of the above, all expenses of whatever nature arising from such disturbance or in the replacement or repair thereof shall be borne by the Contractor. 25-1.07 MATERIALS -- The Contractor shall furnish all materials for construction. All materials in the pipeline work shall be new and unused. All materials in the pipeline work shall be of the selected type of pipe. All materials shall be suitable for 150 psi working pressure unless specified otherwise and approved by the Water Department. 1. Ductile Iron (DI Pipe: Ductile iron pipe and fitting shall be cement mortar line. Pipe joints shall be mechanical joint or push-on type as designated by the Water Department. Applicable sections of the following standards apply: STANDARD ITEM A.W.W.A. C151 Ductile Iron Pipe A.W.W.A. C104 Cement Mortar Lining A.W.W.A. C110 Fittings A.W.W.A. C153 Compact Ductile Iron Fittings A.W.W.A. C111 Rubber Gasket Joints All material shall be suitable for 150 psi working pressure (pressure Class 150). Ductile iron pipe shall be minimum thickness Class 51 or above as mandated by design requirements. SP-71 2. Fire Hydrants: Fire hydrants shall be wet barrel of the break-off traffic type and shall conform to AWWA. C-503-82 with six (6) inch hole flange inlet. Nozzle threads shall be American National Standard. Operating nut shall be one and one-half(1-1/2) inch National Standard pentagon. The tapping valve shall be equipped with 0-ring seals and shall open when turned left or counterclockwise. Fire hydrants shall be painted as specified by the Water Department. Hydrants shall be Mueller A480E, Clow 850 or Long Beach 425 and shall be equipped with one (1) four (4) inch pumper nozzle. 3. Gaskets: Gaskets for flanged joints shall be ring type, one sixteenth (1/16) inch thick for pipe ten (10) inches and smaller and one-eight (1/8) inch for larger pipe. Gaskets shall be Johns-Manville Type 60 or approved equal, and shall conform to applicable requirements of AWWA. C207. 4. Copper Water Service Lines: All water service lines shall be a minimum of three-fourths (3/4) inches and shall be seamless copper water tubing, Type K, soft temper or approved equal. 5. Saddle, Corporation Stops, Angle Meter Valves: All service saddles, corporation stops, angle meter stops and such appurtenances shall be compatible with material selected and be equal to those manufactured by James Jones Company and Mueller Company or approved equal. 6. Meter and Meter Box: Existing meter shall be returned to the Water Department's stockroom located at 195 "D" Street and exchanges for new meters. The new meters, provided by the Water Department, shall be issued with meter couplings and meter cards. Each meter card shall remain with the meter. Any damaged meter shall be replaced by the Contractor at no cost to the Water Department. Existing meter box shall be reused and placed at new location. Any damaged meter box shall be replaced by the Contractor at no cost to the Water Department. SP-72 I 25-1.08 EXCAVATION, TRENCHING AND BACKFILL -- All excavation, trenching, and backfill shall be in accordance with Public Works Standards and shall be inspected by a Public Works inspection. 25-1.09 PAVEMENT REPLACEMENT - When it is necessary to break pavement in order to lay the pipelines shown on the construction drawings, the existing pavement shall be cut vertically as nearly as possible to a straight line by a method approved by the City of San Bernardino Public Works Division, Department of Development Services, as shown on the Plans. The pavement so removed shall be hauled away and shall be replaced with like material. All pavement removal and replacement shall conform to the standards and specifications of the governing body having jurisdiction and shall meet with their approval. The Contractor shall be responsible for removing, disposing of, and replacing all necessary pavement. All paving shall be inspected by Public Works. It is understood by Public Works that all pavement replacement by this construction is not the responsibility of the Water Department. 25-1.10 INSTALLATION -- All foreign matter and dirt shall be removed from the interior of the pipe prior to its installation. The pipe shall be inspected for defects. Any defective, damaged, or unsound pipe shall be rejected. The entire joint including coupling, machined sections of the pipe, and the rubber gasket or ring shall be thoroughly cleaned at the time the joint is made. The entire procedure and method of installation of the pipe and making joint shall be done in a workmanlike manner, and shall be in strict accordance with the pipe manufacturer's direction and recommendations. All pipe shall be laid according to the size, class, location, and grade shown on the Plans. The faces of all spigot ends and all shoulders in the hubs or sockets must be true and brought into firm contact. Rubbing ring installation shall be checked with suitable gages to ensure that they are located in the proper position relative to the pipe ends. When pipe laying is not in progress, the unfinished end of the pipe shall be securely closed with a suitable water-tight plug or cover to prevent the entrance of animals or foreign matter into the line. The Contractor shall take all necessary care and precautions to prevent the pipe from floating due to water entering the trench from any source. The Contractor shall be responsible for damage caused by floating pipe and shall, at his sole expense, restore and replace the pipe to its proper condition, alignment and grade. SP-73 Where pipe is laid on a curve or at horizontal or vertical angles in the trench, the maximum deflection at the joint shall not exceed sixty (60) percent of the limitations specified by the pipe manufacturer, and each joint shall be adequately blocked to take the thrust until properly backfilled. Hauling and Unloading Pipe: During loading, transportation and unloading, every precaution shall be taken to prevent injury to the pipe, its lining and its coating. No pipe shall be dropped from cars to trucks nor allowed to roll down skids. Each pipe shall rest upon suitable pads, strips or blocks during transportation and while awaiting installation in the field, and shall be securely wedged or tied in place. Padding shall be used on all car stakes, skids and other materials to prevent damage of the coating during transportation and handling. When necessary to move the pipe longitudinally along the trench, it will be done in such a manner as not to injure the pipe or its coating. Pipe shall not be rolled or dragged on the ground. Where pipe is placed in stock piles, it shall be neatly piled and blocked with strips between tiers, and bonded with steel bonding material acceptable to the Department (to be determined by the Engineer based on type of pipe, length, diameter, number of vertical rows, and location). 2. Protection of Work and Materials: The Contractor shall at all times take care to protect and preserve all materials to be used in the laying of the pipe. The pipe shall be handled in such a manner as not to injure its shape. All pipe and materials which, in the opinion of the Water Department, have been damaged shall be replaced by the Contractor at his own expense. The Contractor shall be responsible for the safe storage of all materials furnished by him until it has been incorporated in the completed project. All material damaged or broken by the Contractor shall be placed in exact type and kind by the Contractor at his expense. All materials received by the Contractor and not used shall be removed by the Contractor at his expense. SP-74 3. Handling of Pipe and Accessories: Pipe and accessories shall be loaded at the point of delivery, hauled to, and distributed at the site of the project by the Contractor at his expense. They shall at all times be handled with care to avoid damage. Whether moved by hand, skidways or hoists, material shall not be dropped or bumped against pipe or accessories already on the ground or against any other object on the ground. Pipe shall be handled in such a manner as to avoid damage machined or special ends. When such damage cannot be repaired to the Water Department's satisfaction, they shall be replaced by the Contractor at his expense. The interior of all pipe and accessories shall be kept free from dirt and foreign matter at all times. All pipe, fittings and accessories shall be carefully lowered into the trench in a workmanlike manner, using proper tools and equipment. Under no circumstances shall pipe or accessories be dropped or dumped into the trench. 4. Installation of Ductile Iron Pipe: The ductile iron water mains shall be laid and the work incidental thereto performed in accordance with applicable requirements of ALW WA. C600 "Standards for Installation of Cast Iron Water Mains." All pipe shall be carefully inspected for defects before installation. Such inspections shall include light tapping with a hammer while the pipe is suspended in air. No pipe or fitting which is shown defective is excluded by the specifications for such fittings and shall not be used. Any injuries to the protective coating of the pipe or fittings shall be carefully repaired by the Contractor with coal tar pitch varnish. The pipes, valves, and fittings shall be carefully cleaned immediately before installation. Every open end of a pipe shall be carefully plugged or capped before leaving the work. SP-75 5. Fire Hydrant Assembly Installation: Fire hydrant shall be installed by the Contractor at the locations shown on the accompanying plans and positioned to provide complete accessibility, and to minimize the possibility of damage from vehicle or injury to pedestrians (See attached Appendix of Water Department Standards). The size and type of hydrant shall correspond to the designation shown on the Plans. The entire hydrant assembly shall be plumb. Nozzles shall be at right angles to the street or as directed by the Water Department. The hydrant shall be located so that the centerline of the riser or barrel is approximately twenty-four (24) inches in back of curb face or face of berm or edge of the street pavement unless otherwise directed. The Contractor shall provide and install all necessary fire hydrants and bury extensions to permit installation of hydrant assembly to proper grade. The Contractor shall be responsible for determining proper grade. All surface on the fire hydrant assembly in contact with potable water shall be swabbed with chlorine at a concentration of 500 ppm prior to installation. Upon completion of the water main installation and after the field tests have been performed, each fire hydrant shall be operated by the Contractor in the presence of the Water Department's representative. Operation shall consist of slowly opening the fire hydrant assembly and allowing water,to flow freely from one or more of its outlets. Upon completion of this sequence, the fire hydrants, shall be slowly turned off and all protective caps properly placed on each outlet. 6. Service Installation: Service connections shall be installed at the locations designated by the Water Department and per details shown on the Plans. Service stubs shall be installed in a like manner and in accordance with accepted water works standards with a minimum cover of eighteen(18) inches. SP-76 7. Flanged Fittings and Connections: All flanged valves and fittings shall be properly positioned and aligned in the trench in such a manner as to relieve any stress or strain on the connecting pipe or flanged end being fitted, with the pipe system resting in its final position and all fittings and valves plumb. Welding, if required, shall be made in the trench bottom except where otherwise approved by the Water Department. 8. Connection and Existing System: All existing gate valves shall be shut off by Water Department staff. All service, valves, and corporation stops shall be shut off by Contractor under Water Department inspection. Once existing valves have been properly shut off and inspected by Water Department, the Contractor may begin removal and reconnection. Once all relocation work is complete, the Contractor shall flush all newly- installed lines in the presence of the Water Department's Engineer or Inspector. Once lines are thoroughly flushed, they shall be pressurized and allowed to stand one (1) hour exposed for visual inspection prior to being backfilled. All valves 4" and larger shall be operated by Water Department staff onl . 9 Thrust Blocks: Concrete thrust blocks, when allowed by the Water Department, shall be installed at all dead ends, tees, elbows, bends, crosses, blowoffs, drains, and fire hydrants shown on the Plans. The thrust blocks shall be adequate in size to provide for a test pressure on the size of pipe under consideration. Thrust blocks shall be constructed on concrete between the fitting of pipe and the trench wall. The concrete shall be placed so that it extends to the trench wall in a manner that enable the entire bearing area to be in contact with undisturbed freshly cut material. Concrete shall be kept behind the bell of the fitting and shall not be permitted to run against the pipe. Concrete shall be kept clear of all bolts or flanged fittings to enable proper future removal of all such bolts. (Normally, restraining joint pipe and fittings are required by the Water Department). SP-77 25-1.11 CONNECTIONS WITH EXISTING SYSTEM -- Connecting hot taps to the existing Water Department system will be made by the Water Department. All labor, materials, and equipment by the Water Department. All labor, materials, and equipment necessary for making the system connections shall be at the Contractor's expense. The outlet of the system connection will be a flanged gate valve equipped with a blind flange. The Contractor shall remove and salvage the blind flange and make the pipe extension at the direction of the Water Department. 25-1.12 SALVAGING WATER FACILITIES -- Salvaged water facilities shall be hauled to the Water Department Yards at 195 Second Street, San Bernardino, CA 92408. The Contractor shall contact the Engineer and Water Department Stockroom (Mr. Rick Botello) at (909) 384-5385, 48 hours prior to hauling and stockpiling. The Contractor shall provide equipment, as necessary, to safely unload and stockpile the materials. Full compensation for hauling and stockpiling water facilities shall be considered as included in the contract price paid for the item requiring the material to be salvaged, and no additional compensation will be allowed therefor. SP-78 25-2 TESTING AND DISINFECTION, 25-2.01 GENERAL -- After the pipe has been laid and all trenches have been backfilled and compacted, all new pipe shall be given a pressure and leakage Test. All gates connecting the new pipe to the existing water system shall remain closed until the new pipe section has been disinfected and satisfactory bacteriological test results have been reviewed and accepted by the Water Department. The Water Department's Engineer shall be notified prior to testing, and shall witness the leakage and pressure tests and disinfection process. All written results (pass or failed) shall be provided to the Department's Engineer prior to acceptance and continuation with additional testing. Before conducting the field tests, the pipe shall be thoroughly flushed then completely filled with water, and all free air shall be expelled from the line. Any additional taps, valves or blowoffs needed to assure all air is expelled shall be provided by the Contractor. Water to be used to fill and flush the pipelines will be paid for by the Contractor. The Contractor shall provide his own pumps and other equipment to properly fill the line with water and produce the required test pressures. The required pressures shall be established and maintained in accordance with AWWA Standard CV600-87, Section 4.1.2. All thrust block forming a permanent part of the line to be tested shall be installed in ample time prior to the test to enable the concrete to properly set(minimum seven (7) days). 25-2.02 FLUSHING AND DISINFECTION -- During the construction of pipelines as outlined in these specifications, all necessary care and precautions should be taken to prevent contamination of pipe. Prior to assembly, these components shall be cleaned of any foreign materials by use of an appropriate method. Prior to being placed into service, the new pipelines shall be thoroughly flushed and subsequently disinfected by the Contractor, in accordance with AWWA C601 "Standards for Disinfecting Water Mains." All necessary chlorine shall be furnished by the Contractor. The new main should be thoroughly flushed before and after chlorination. If the first application of chlorine is not sufficient to clear the mains of chloroform bacteria, the procedure shall be repeated until the water will meet the bacteriological drinking water standards of San Bernardino County Health Department and the State Department of Health Services. SP-79 The Water Department shall be notified prior to flushing and disinfection, and shall witness the flushing and perform test sampling. Written results of all testing (pass or failed) will be provided to the Contractor within three (3) working days of the test. The Water Department will take samples for bacteriological testing. Tests which indicate acceptable disinfection will be at the Water Department's expense. Any bacteriological tests that fail will be the expense of the Contractor. Once flushing and disinfection is complete, the new pipe segment shall be pressurized by SBMWD staff and then isolated from the system. A pressure gauge shall be attached to the isolated pipe segment and read every 15 minutes for two hours. Any measurable sign of pressure drop in the isolated pipe segment shall constitute a leak. 25-2.03 PRESSURE TESTS AND LEAKAGE TESTS -- Once the line has been properly filled and all test plates have been inspected by the Water Department, the pressure/leak test may begin. The test section shall be brought up to test pressure using approved gauge. The pressure in the section shall be maintained at one and one-half (1 1/2) times the normal system working pressure for a period at least twenty (20) minutes (minimum 75 psi — maximum 200 psi). If the test section is unable to hold pressure without constant pumping,the section will fail and the Contractor shall locate and repair all leaks. The pressure/leakage test shall be conducted after completion of successful pressurization described above. The test pressure shall not drop below seventy-five percent of the required pounds per square inch (psi), and shall not exceed 1.25 times the test pressure throughout the test. The leakage shall be measured by determining the quantity of water required to maintain the test pressure for a 2-hour duration. All visible leaks shall be noted and repaired regardless of the rate of leakage. Unless another method is approved, measurement of leakage shall be by positive displacement measurement of water pumped out of an open container after the pipeline test pressure has been established, or through the use of the Water Department's supplied meter. The container shall be of a size and shape to allow simple and accurate determination of capacity and change in volume. Should any test of a section of pipeline disclose leakage, the Contractor shall, at his own expense, locate and repair the defective joints until the leakage is within the permitted allowance (to be determined by the Engineer in accordance with A.W.W.A. Standards based on type, length, and diameter of pipe). The pipe shall be retested by the Contractor at his own expense until it passes the test. SP-80 25-2.04 ACCEPTANCE -- The Water Department will not accept the pipe line until backfill and pavement operations are complete, all gate valve boxes are raised to proper grade, and until the pipe lines are proven free from running and other defects to the satisfaction of the Water Department. The acceptance of the dedication of the water system by the Water Department of the completed work as herein specified is subject to the written guarantee of the Contractor that any defects, excessive settlement of backfill and/or leaks in such pipe lines arising from defective workmanship or by any negligence of the Contractor which may develop within one (1) year from such acceptance. 25-2.05 PAYMENT -- The contract unit bid price per each for "RELOCATE FIRE HYDRANT and EXTEND PIPING" and "RELOCATE Existing WATER METER" shall include full compensation for furnishing all materials, tools and equipment, and for doing all the work involved in the relocation of fire hydrant with extended piping and water meter and their related facilities, complete in place, as shown on the Plans, as specified in these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. • SP-81 SECTION 25A 25A-1 ADJUSTMENT OF WATER METER & WATER VALVE ENCLOSURES 25A-1.01 GENERAL —Adjustment of water meter boxes and water valve covers shall be in accordance with the Plans, these Special Provisions and as directed by the Engineer. In general, the work includes the adjustment of water meter boxes and water valve covers that may exist in the project area. The Contractor shall notify the owner of the water facility a minimum of seven days prior to beginning work that will affect the water line system. The word "Water Department" shall mean the City of San Bernardino Municipal Water Department or the East Valley Water District, depending on the area of construction, The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by the Water Department", or words of like importance, used in Specifications or upon the drawings, shall be understood to mean that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended, and similarly, the words "Approved, Acceptable, Satisfactory by the Water Department", or words of like importance, shall mean approved by or acceptable to, or satisfactory to the Engineer, unless otherwise expressly stated. The word "Engineer" shall mean a Civil Engineer registered as such in the State of California and employed by the Water Department, acting either directly or through designated and properly authorized agents, assistants, and inspectors. The word "Contractor" shall mean the person, persons, partnership or corporation duly licensed as such in the State of California to enter into a contract for the performance of the work required. The words "Or Approved Equal" shall mean a product that meets all A.W.W.A. specifications and has been approved for use in the City of San Bernardino's domestic water system by the Municipal Water Department or the East Valley Water District. SP-82 25A-1.02 CONDITIONS -- The Contractor shall obtain copies of and comply with all applicable current statutes, laws ordinances, rules, regulations, and State of California, the County of San Bernardino, the City of San Bernardino, and any other governmental agencies having jurisdiction, and shall make application for all required permits and bear cost of same. In the event of conflict between the requirements of these Special Provisions specifications and the requirements of the permits, it shall be understood that the more exacting requirements shall govern. The Contractor shall furnish to the owning Water Department copies of all required permits and licensed prior to initiation of the work. Upon completion of the work, the Contractor shall supply to the Water Department letter(s) of approval from the governing bodies having jurisdiction that the Contractor has met the requirements and conditions of the permits or licenses. 25A-1.03 CAL-OSHA SAFETY CODE - All work shall be done in a manner that complies with all CAL-OSHA Title 8 - Safety Codes. 25A-1.04 DEFECTIVE WORK OR MATERIALS - No work which is defective in its construction or deficient in any of the requirements of these Specifications will be considered as accepted in consequence of the failure of any inspector connected with the work to point out said defects or deficiency during construction. The Contractor shall correct any imperfect work without compensation from the City of San Bernardino or the Municipal Water Department before final acceptance of the work by the Water Department. 25A-1.05 MAINTENANCE OF EXISTING IMPROVEMENTS - Unless otherwise indicated in the Plans or these Special Provisions specifications, or unless otherwise cared for by the owner of a public utility or franchise, all water, gas, oil, or irrigation lines, structures or house laterals, in place, and other surface or subsurface structures or lines, shall be maintained by the Contractor and shall not be disturbed, disconnected or damaged by him during the progress of the work. Should the Contractor in the performance of the work disturb, disconnect or damage any of the above, all expenses of whatever nature arising from such disturbance or in the replacement or repair thereof shall be borne by the Contractor. 25A-1.06 EXCAVATION, TRENCHING AND BACKFILL - All excavation, trenching, and backfill shall be in accbrdance with Public Works Standards and shall be inspected by the Public Works Engineer. SP-83 25A-1.07 PAVEMENT REPLACEMENT - When it is necessary to break pavement in order to lay the sewer lines shown on the construction drawings, the existing pavement shall be cut vertically as nearly as possible to a straight line by a method approved by the City of San Bernardino, Public Works Division, Department of Development Services, as shown on the Plans. The pavement so removed shall be hauled away and shall be replaced with like material. All pavement removal and replacement shall conform to the standards and specifications of the governing body having jurisdiction and shall meet with their approval. The Contractor shall be responsible for removing, disposing of, and replacing all necessary pavement. All paving shall be inspected by the Public Works Division Engineer. It is understood by the Public Works Division that all pavement replacement by this construction is not the responsibility of the Municipal Water Department. 25A-1.08 INSTALLATION - All foreign matter and dirt shall be removed from the interior of the valve box prior to adjustment of the water meter box or water valve cover.. The pipe shall be inspected for defects. Any defective, damaged, or unsound pipe shall be immediately reported to the Engineer. The Contractor shall at all times take care to protect and preserve all improvements. All pipe and materials which, in the opinion of the Water Department, have been damaged shall be replaced by the Contractor at his own expense. All existing gate valves shall be shut off by Water Department staff. All service, valves, and corporation stops shall be shut off by Contractor under Water Department inspection. All valves 4" and larger shall be operated by Water Department staff only., 25A-1.09 PAYMENT -- The contract bid unit price paid per each for "ADJUST Existing WATER VALVE Enclosure To Grade" shall be considered as full compensation for providing all the material, tools and equipment, and for doing all the work involved in the adjustment of water valve enclosure to meet grade of project improvements, complete in place, per the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Provisions shall not apply to adjusting water valve covers and water meter box and covers, and no adjustment shall, therefore, be made in the contract unit price for increased or decreased quantities of adjusting utility facilities. SP-84 SECTION 26 BLANK SP-85 SECTION 27 27-1 CONCRETE STRUCTURES 27-1.01 GENERAL -- Portland Cement Concrete construction shall comply with Section 201-1, "Portland Cement Concrete", Section 303-1 "Concrete Structures", and Section 201-2, "Steel Reinforcement for Concrete", of the Standard Specifications, as shown on the Plans, Standard Drawings and these Special Provisions. Concrete for structures shall be Class 560-C-3250 with a maximum slump of five (5) inches. Reinforced Steel shall be Grade 60 per ASTM A-615 designation. Class 2 surface finish will not be required on any portion of the concrete structures. The quantities shown on the bid sheet for concrete for the various structures shall be considered final quantities for payment for these items unless the dimensions of the work shown on the Plans are revised by the Engineer. If such dimensions are revised, and such revisions result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the changes in the dimensions. The estimated quantities for such specific portion of the work shall be considered as approximate only and no guarantee is made that the quantities which can be determined by computations, based on the details and dimensions shown on the Plans, will equal the estimated quantities. No allowance will be made in the event that the quantities based on computations do not equal the estimated quantities. 27-1.02 CONCRETE PARKWAY CULVERT NO. 1 -- Concrete parkway culvert shall be constructed in accordance with the City's Standard Drawing No. 400, Type II (W=6'), and as directed by the Engineer. 27-1.04 PAYMENT -- The contract bid unit price paid per each for "CONCRETE PARKWAY CULVERT NO. 1" shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in constructing reinforced concrete parkway culvert, including performing structure excavation, structure backfill, and furnishing and placing all steel reinforcing, miscellaneous iron and steel, metal frames and covers, complete in place, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-86 SECTION 28 THROUGH SECTION 30 BLANK SP-87 SECTION 31 31-1 CHAIN LINK FENCE 31-1.01 GENERAL -- Construction of chain link fence and gate shall comply with the requirements of Section 206-6, "Chain Link Fence", Section 304-3, "Chain Link Fence" of the Standard Specifications, the American Welding Society (AWS), "Structural Welding Code" ( latest editions ), and these Special Provisions. The Contractor shall construct and reconstruct chain link fence and gates per the Plans, these Special Provisions, and as directed by the Engineer. The Contactor shall examine the existing conditions at the work site prior to proceeding with relocation of fencing and gates, and notify the Engineer of any conditions unacceptable to begin work 31-1.02 MATERIAL -- For new fencing, all materials required for a complete and proper installation of chain link fence and gate shall be new, first quality of their respective kinds and subject to the approval of the Engineer. Chain link fence shall conform to the requirements of ASTM A 392. The fabric shall be 9-gauge for all fencing. • Size of mesh shall be 2 inches. Height of fabric shall be as noted on the Plans. End, corner slope and gate post shall be round with a minimum outside dimension of 2.875 inches and have a minimum weight per foot of 5.79 lbs. Line post shall be round with a minimum outside dimension of 2.375 inches and have a minimum weight of 3.65 lbs. All posts shall be fitted with tops designed so as to fit securely over the posts and carry a top rail. SP-88 Top rails and bottom rails shall be round with a minimum outside dimension of 1.660 inches and have a minimum weight of 2.27 lbs. per foot, weld to line gate and corner posts. Tension wires and fabric ties shall be as follows: a. Bottom tension wires shall be at least 7-gauge galvanized coil spring steel wire. b. Ties used to fasten the fabric to posts and rails shall be not smaller than 11- gauge galvanized steel wire. Truss or tension rods used in trussing gate frames and line posts adjacent to end, corner, slope or gate posts shall be adjustable 3/8-inch diameter galvanized steel rod. When used in trussing line post, adjustment shall be provided by means of galvanized turnbuckles. 31-1.03 WORKMANSHIP -- Welding shall be done only by certified welding operators currently qualified according to AWS Dl.1. Design and fabrication shall, at all times during the execution of this work, have at least one person present and directing who is thoroughly familiar with the type of materials being installed, the referenced standards, the requirements of this section and the work being executed. Installation shall be by workman specifically skilled in such work, and shall be plumb, true, rigid and neatly trimmed out, as directed by the Engineer. 31-1.04 QUALITY ASSURANCE -- Shop design drawings, 3/8" scale minimum, showing dimensions, sizes, thicknesses, gauges, finishes, joining, attachments, and relationship of work adjoining construction, shall be submitted to the Engineer for approval, before beginning of fabrication and construction of fencing and gates. All welds performed in shop and in the field shall meet AWS code. Field welds shall comply with AWS code of manual shielded metal-arc welding. Application of coating materials shall comply with the Steel Structures Painting Manual (SSPC), Volume 2. Repair of damaged zinc coatings shall comply with the requirements of Section 210-3.5, "Repair of Damaged Zinc Coating", of the Standard Specifications. The Contractor shall coordinate the fabrication, installation and clean-up of the work area, per the approval of the Engineer. SP-89 31-1.05 FOOTINGS -- Concrete for chain link fence footings shall conform to Section 201, "Concrete, Mortar, And Related Materials, "Table 201-1.1.2 (A) "Fence and Guardrail Post Foundations" and these Special Provisions. Footings for line poles for chain link under 5 feet in height shall not be less that 30 inches deep and 8 inches in diameter. Footings for line poles for chain link 5 feet or over in height shall not be less that 36 inches deep and 8 inches in diameter. All other footings shall not be less that 36 inches deep and 12 inches in diameter. Concrete for footings shall be Class 500-C-2500 with a maximum slump of five (5) inches. 31B-1.05 PAYMENT -- The contract bid unit price paid per linear foot for "RELOCATE Existing CHAIN LINK FENCE at Right of Way", "REMOVE Existing Chain Link Fence and CONSTRUCT New CHAIN LINK FENCE at Location per PLAN" and "REMOVE & RECONSTRUCT Existing CHAIN LINK FENCE at Location per PLAN", shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in the removal of existing chain link fence and the reconstruction or new construction and installation of chain link fencing, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. The contract bid unit price paid per each for "RELOCATE Existing CHAIN LINK GATE at Right of Way", "REMOVE Existing Chain Link Gate and CONSTRUCT New CHAIN LINK GATE at Location per PLAN" and "REMOVE & RECONSTRUCT Existing CHAIN LINK GATE at Location per PLAN" shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in the removal of existing chain link gate and the reconstruction or new construction and installation of chain link gate, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-90 SECTION 32 THROUGH SECTION 49 BLANK SP-91 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT, 50-1.01 GENERAL - 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-92 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, per the Plan, these Special Provisions and as directed by the Engineer. 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-93 SECTION 51 THROUGH SECTION 54 BLANK SP-94 SECTION 55B 55B-1 METAL HAND RAILING 55B-1.01 GENERAL -- Metal hand railing shall comply with the requirements of Section 206-5, "Metal Railings", Section 210-3, "Galvanizing" and Section 304-2, "Metal Railings" of the Standard Specifications, as shown on the Plans, the Standard Drawings and these Special Provisions. Hand railing shall be constructed in accordance with Standard Plans For Public Works Construction (SPPWC) Standard Plan 606-2, Type "A", as shown on the Plans and as directed by the Engineer. The hand railing shall be painted be painted "Black". The Contractor shall comply with the requirements of Section 310-2, "Surface Preparation for Painting Steel Structures", Section 310-3, "Surface Preparation for Painting Galvanized Surfaces", and Section 310-5, "Painting Various Surfaces" The above-referenced Standard Plan for Public Works Construction (SPPWC) is 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. 55B-1.02 PAYMENT -- The contract bid unit price paid per linear foot for "METAL HAND RAILING" shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing metal hand railing on top of 9" portland concrete curb at the back of the parkway culvert, complete in place, per the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. • SP-95 APPENDIX SOILS REPORT i ii REPORT OF LIMITED GEOTECHNICAL STUDY STREET IMPROVEMENTS FOR KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD CITY OF SAN BERNARDINO SAN BERNARDINO COUNTY, CALIFORNIA fil tH PROJECT NO.: 622-U08 REPORT NO.: 1 AUGUST 6, 2008 SUBMITTED TO: CITY OF SAN BERNARDINO PUBLIC WORKS / ENGINEERING 300 NORTH D STREET SAN BERNARDINO, CA 92408 PREPARED BY: HILLTOP GEOTECHNICAL, INC. 786 SOUTH GIFFORD AVENUE SAN BERNARDINO, CA 92408 I 4LI■ . . 786 S.GIFFORD AVENUE • SAN BERNARDINO • CALIFORNIA 92408 hilltopg©hgeotech.com • FAX 909-890-9055 • 909-890-9079 HILLTOP GEOTECHNICAL INCORPORATED .i:.. August 6, 2008 r City of San Bernardino Project No.: 622-U08 Public Works / Engineering Report No.: 1 ' ' 300 North D Street San Bernardino, CA 92408 �t1 Attention: Mr. Byron G. Montalvo, P.E. '1 Senior Civil Engineer t. 11 Subject: Report of Limited Geotechnical Study, Street Improvements for Kendall Drive from Bailey Court to Wagonwheel Road, City of San Bernardino, San Bernardino County, California. e4 References: City of San Bernardino,Development Services-Public Works /Engineering, Undated with no Revisions, Unsigned, Unapproved, ` ' Street Improvements • on Kendall Drive from Bailey Court to Wagonwheel Road, Drawing No.: 11428, W.O. No.: 7584, Sheet 1 of 6 Sheets through Sheet 6 of 6 Sheets. ii., Mr. Montalvo: According to your request, we have completed a limited geotechnical study for the �, proposed improvements to Kendall Drive from Bailey Court to Wagonwheel Road in the City of San Bernardino, San Bernardino County, California. We are presenting, herein, our findings and recommendations. FIELD EXPLORATION j A study was performed to evaluate the existing pavement section and the underlying earth strata for the proposed improvements. Three (3) exploratory cores were performed along the project alignment on July 28, 2008. The locations of the cores were marked in the field by representatives of Hilltop Geotechnical, Inc. (HGI)by pacing and sighting from the adjacent existing streets and adjacent • I II622-U08.1 August 6, 2008 Page 2 111 structures as shown on the referenced plans. Approximate locations of the I exploratory cores are denoted in the table in the subsequent `Existing Pavement Section' in this report. In addition, samples of the anticipated subgrade soils were obtained at two (2) locations in the areas of the proposed widening of Kendall I Drive. Approximate locations of the exploratory subgrade samples are denoted in the tables in the subsequent`Laboratory-Testing' section in this report. Locations of the exploratory cores and subgrade excavations should be considered accurate Jonly to the degree implied by the method used in determining them. The core locations were capped with asphaltic concrete, cold patch material. The I client is advised to observe the exploratory core locations periodically and, when needed, repair any noted depressions. I EXISTING PAVEMENT SECTION The asphalt concrete and aggregate base thickness at the core locations are Ipresented in the following table: Asphalt Aggregate Base ill Core No. Core Location Thickness Thickness (ft.) (ft.) C 1 Kendall Drive, Sta. ±12+00, 10' 0.71 0.0 Left . C 2 Kendall Drive, Sta.±18+00, 18' 0.69 0.0 Left of C.L.* J C-3 Kendall Drive, Sta.±24+00, 11' 0.77 • 0.0 Left of C.L. iLeft of Centerline (C.L.) as you face toward increasing station numbers 41 LABORATORY TESTING Laboratory tests were performed on selected bulk samples obtained from exploratory excavations during the field study. Tests were performed in general ..1 accordance with generally accepted American Society for Testing and Materials (ASTM),State of California-Department of Transportation(CALTRANS),or other ill suitable test methods or procedures. The remaining samples obtained during the field study will be discarded 30 days after the date of this report. This office should be notified immediately if retention of samples will be needed beyond 30 days. A Jbrief description of the tests performed is presented below: J j HILLTOP GEOTECHNICAL, INC. I August 6, 2008 Page g e 3 g IISieve Analysis I The percent by weight finer than a No. 200 sieve (silt and clay content) was determined for selected samples of earth material in general accordance with current ASTM D1140 procedures. The test is performed by taking a known weight of an oven dry sample of soil material, washing it over a No. 200 sieve. and oven drying the soil retained on the No. 200 sieve. The dry weight of soil material retained on the No. 200 sieve is measured and the resulting percentage retained I is calculated based on the original total dry soil sample weight. The percent passing the No. 200 sieve is determined by subtracting the percent retained from 100. The test results are summarized in the following table: 1 PERCENT PASSING #200 SIEVE TEST I . (ASTM D1140 Test Method) PERCENT SAMPLE SOIL DESCRIPTION PASSING#200 ill SIEVE R-1 Sta. ±12+00, Brown, silty, fine to coarse sand, 16 .1 30' Left of trace gravel (SM) C.L. J R-2 Sta.±24+00, Brown, slightly silty, fine to coarse 10 29' Left of sand, some gravel (SM) C.L. I J Sand Equivalent Test Sand equivalent tests were performed on samples of near-surface earth materials in general accordance with current California Test 217 procedures. The Sand .1 Equivalent is an indicator of the relative proportion of fine materials in samples of soil or aggregate which pass a No. 4 sieve. The Sand Equivalent value is a unitless number and is the ratio of the height of sand to the height of flocculated j fine material in a sedimentation cylinder. The ratio is multiplied by 100 to obtain the Sand Equivalent Value. The test results are summarized in the following table: j a' a' . HILLTOP GEOTECHNICAL, INC. I I622-U08.1 August 6, 2008 Page 4 SAND EQUIVALENT (California Test 217 Procedure) �� SAND SAMPLE SOIL DESCRIPTION EQUIVALENT m' R-1 Brown, silty, fine to coarse sand, Sta. f12+00, 46 trace gravel (SM) I30' Left of C.L. R-2 Brown, slightly silty, fine to Sta. , coarse sand, some gravel (SM) 49 i29' Left ft o of f C.L.C I Resistance (R-Value) Test A Resistance (R-Value) test was performed on a sample of near-surface earth material that is anticipated to be at subgrade elevation. This test procedure Imeasures the ability of soils and aggregate materials to resist lateral deformation under applied vertical loads and is used in developing parameters for structural I pavement sections. The test was performed on the subgrade sample that had the largest percent passing the #200 sieve and the lowest sand equivalent value. Testing was performed in general accordance with current California Test 301 procedures. The test results are summarized in the following table: RESISTANCE (R VALUE) TEST RESULTS, . 11 (California Test 301 Procedure) R-VALUE I SAMPLE SOIL DESCRIPTION BY EXUDATION BY PRESSURE EXPANSION 1 AT 300 psi PRESSURE R-1, I Sta.±12+00, Brown, silty fine to coarse 72 63 @ T.I. =9.5 30'Left of sand, trace gravel(SM) C.L. 1 PRELIMINARY PAVEMENT RECOMMENDATIONS I The following are recommendations for the structural pavement section for the street improvements. The Hot Mix Asphalt (HMA) pavement sections have been determined in general accordance with current CALTRANS design procedures and I I HILLTOP GEOTECHNICAL, INC. I �1 622-U08.1 August 6, 2008 Page 5 t are based on a Traffic Index (TI) provided by a representative of the City of San I Bernardino, California and an R-Value of 50 or more based on the laboratory test results for the soils that are anticipated to be at subgrade elevation. Portland Cement Concrete (PCC) pavement sections are based on equivalent structural I numbers as the recommended HMA pavement section. The preliminary recommendations for the pavement sections should consist of the following: jRECOMMENDED PAVEMENT SECTIONS Site Area Traffic Pavement Section J _ Index* Kendall Drive (Overlay), 9 5 0.80'Full Depth Asphaltic Concrete Sta. 10+00 to Sta. (A.C.). 27+07 0.49'A.C. over 0.59'Aggregate Base (A.B.) Kendall Drive or (New Pavement Area), 9 5 0.80'Full Depth A.C. I Sta. 10+00 to Sta. or 27+07 0.73' PCC @ 2,500 psi over J properly prepared subgrade. * Traffic Index provided by a representative of the City of San Bernardino. California. I Asphalt concrete pavement materials should be as specified in Section 39. 'Asphaltic Concrete,' in the current CALTRANS Standard Specifications or an equivalent substitute. Aggregate base should conform to Class 2 (37.5-mm {1-1/2"} J Maximum or 19-mm {3/4"} Maximum) material as specified in Section 26-1.02A, 'Class 2 Aggregate Base,' in the current CALTRANS Standard Specifications, or an equivalent substitute. iPortland Cement Concrete sections are based on a compressive strength of 2,500 psi or greater at 28 days for the concrete. Higher strength design for the concrete j can permit thinner pavement sections. Lower strength design for the concrete will require thicker pavement sections. Joints (longitudinal, transverse, construction, and expansion), jointing arrangement, joint type, pavement and/or joint jreinforcing, as well as drainage, crowning, finishing and curing of PCC pavement should be in accordance with current Portland Cement Association (PCA) recommendations. ' J I HILLTOP GEOTECHNICAL, INC. _J I 622-U08.1 August 6, 2008 Page 6 The subgrade soil, including utility trench backfll. should be compacted to 90 I percent or greater relative compaction to a depth of 12.0 inches or greater below finish subgrade elevation. The aggregate base material should be compacted to 95 percent or greater relative compaction. If asphaltic concrete and/or PCC pavement I is placed directly on subgrade, the upper 6.0 inches of the subgrade should be compacted to 95 percent or greater relative compaction. Maximum dry density and optimum moisture content for subgrade and aggregate base materials should be 41 determined according to current ASTM D1557 procedures. The asphalt concrete pavement should be densified to 95 percent or greater of the density obtained by current California Test 304 and 308 procedures (Hveem compacted laboratory Isamples). Where HMA pavement abuts concrete aprons, drives, walks, or curb and gutter isections, a thickened edge transition zone is recommended for the HMA section to minimize the effects of impact loading as vehicles transition from PCC paving to HMA paving. This thickened edge should consist of an increased thickness of 2.0 inches for parking areas and 4.0 inches for areas of heavy truck usage. This thickened edge should extend to a distance of 3.0 feet or greater from the edge of _I pavement and then gradually taper back to the design pavement thickness. If pavement subgrade soils are prepared at the time of grading of the building site and the areas are not paved immediately, additional observations and testing will J have to be performed before placing aggregate base material, asphaltic concrete, or PCC pavement to locate areas that may have been damaged by construction traffic,construction activities, and/or seasonal wetting and drying. In the proposed pavement areas, soil samples should be obtained at the time the subgrade is .J graded for R-Value testing according to current California Test 301 procedures to verify the pavement design recommendations. JThe longevity and performance of pavements utilizing aggregate base material for i support is dependent upon the quality of the material. CALTRANS specifications do not specifically exclude the use of material other than a natural, crushed rock and rock dust for Class 2 Aggregate Base material as the Standard Specifications i for Public Works Construction, Section 200-2.2, does for Crushed Aggregate Base material. Often times, reclaimed Portland Cement concrete and Hot Mix Asphalt concrete are crushed and graded to produce a Class 2 Aggregate Base material per J CALTRANS gradation specifications. Bricks, concrete masonry units, tile, glass, ceramics, porcelain, wood, plastic, metal, etc. are not an acceptable reclaimed material for use in a Class 2 Aggregate Base material per the CALTRANS J specifications. However, gradation is not the only quality guidelines for aggregate base material. If a reclaimed material is proposed for use on the project as a Class 2 Aggregate Base,the reclaimed materials should not exceed 50 percent of the total ■ HILLTOP GEOTECHNICAL, INC. 4. I t 622-U08.1 August 6, 2008 Page 7 volume of the aggregate used. The aggregate base material should also be tested for the following quality requirements per the current, appropriate CALTRANS Iprocedures: • II TEST QUALITY REQUIREMENT TEST METHOD OPERATING CONTRACT NO. RANGE COMPLIANCE 1 Resistance (R-Value) Calif. Test 301 -- 78 Min. Sand Equivalent Calif. Test 217 25 Min. 22 Min. Durability Index Calif. Test 229 -- 35 Min. IIf a reclaimed material or a pit run aggregate is proposed for use on the project as a`Greenbook' Crushed Miscellaneous Base, the materials should be tested for the I following quality requirements,per the current`Greenbook,'2006 Edition with the 2007 Supplements, and appropriate procedures as well as the required gradation and other requirements: ITEST QUALITY TEST METHOD NO. REQUIREMENT IResistance Calif. Test 301 78 Minimum' (R-Value) Sand Calif. Test 217 35 Minimum Equivalent I Percent Wear' 100 Revolutions ASTM C131 15 Maximum 500 Revolutions 52 Maximum I Gravel Particle s3, (%) Calif. Test 202 15 Maximum 1. R-Value requirement may be waived if Sand Equivalent is 40 or more. 2. The percentage wear requirements may be waived if the material has a minimum Durability Index of I 40 in accordance with CALTRANS Test Method 229. 3. Gravel is defined as particles with no more than 1 one (1) fractured face. J HILLTOP GEOTECHNICAL, INC. I 622-U08.1 August 6, 2008 Page 8 A'Greenbook'Crushed Miscellaneous Base may contain broken or crushed asphalt concrete or Portland Cement concrete and may contain crushed aggregate base or Iother rock materials. The Crushed Miscellaneous Base may contain no more than 3.0 percent brick retained on the # 4 sieve by dry weight of the total sample. ISamples of the proposed aggregate base using reclaimed material should be sampled from the manufacturer's stockpiles prior to delivery to the project. The 11 samples should be obtained at a time as near the delivery to the project as possible but would allow enough time to complete the testing and report the results before delivery to the site. Samples should again be obtained and tested for quality I compliance from the materials delivered to the project. In addition,per the current CALTRANS Standard Specifications, "No single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one (1) day of Iproduction, whichever is less." Concrete gutters should be provided at flow lines in paved areas. Pavements j should be sloped to permit rapid and unimpaired flow of runoff water. In addition, paved areas should be protected from moisture migration and ponding from .1 adjacent water sources. Saturation of aggregate base and/or subgrade materials could result in pavement failure and/or premature maintenance. The gutter material and construction methods should conform to the current standards of the 1 City of San Bernardino County, California. CLOSURE J This report has been prepared for use by the parties or project named or described above. It may or may not contain sufficient information for other parties or purposes. The findings expressed in this report are based on generally accepted I geotechnical engineering practices and principles. No further warranties are implied or expressed beyond the direct representations of this report. This opportunity to be of service is appreciated. If you have any questions j regarding this matter, please contact this office at your convenience. iRespectfully submitted, HILLTOP GEOTECHNICAL, INC. ‘. : i / y • , ‘,.0 L. Co4'• Ot . . e L. an, 54 Q r'o. GE254 J Senior Engineer '31/09 • Date Signed .or!/ 0, d, 6(. •• je-i>.,..cd, ` i J HILLTOP GEOTECHNICAL, INC. I 622-U08.1 August 6, 2008 Page 9 DLC/em 1 Attachments: None. Distribution: (4) Addressee I I I I J I I I I I J I HILLTOP GEOTECHNICAL, INC. CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT STANDARD DRAWINGS CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT INDEX OF STANDARD DRAWINGS LATEST ISSUE REVISION STD # DATE TITLE / DESCRIPTION DATE SERVICE DETAIL W1.1 11/93 5/8", 3/4" AND 1" SERVICE DETAIL 11/01 W1.2 11/93 1-1/2" AND 2" SERVICE DETAIL 11/99 W1.4 11/93 3" DOMESTIC SERVICE 02/00 W1.9 05/96 2" ABOVEGROUND FIRE SERVICE 02/00 With Double Check Detector Assembly W1.11 06/96 5/8", 3/4" AND 1" COMBINATION DOMESTIC 11/01 & IRRIGATION SERVICE DETAIL W1.12 06/96 3" COMBINATION DOMESTIC 11/99 & IRRIGATION SERVICE DETAIL W1.17 02/04 SERVICE RELOCATION DETAIL 11/05 FIRE HYDRANTS W2.1 11/93 TYPICAL PIPE & FIRE HYDRANT LAYOUT 01/97 (Alignment) W2.2 11/93 6" FIRE HYDRANT INSTALLATION 09/01 VALVE ASSEMBLIES W3.1 11/93 TYPICAL GATE VALVE INSTALLATION 11/93 W3.3 10/94 TYPICAL GATE CAN INSTALLATION 04/95 W3.4 11/97 TAPPING DETAIL FOR 4" AND LARGER 11/97 CONTRACTOR INSTALLED FACILITIES CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT INDEX OF STANDARD DRAWINGS LATEST ISSUE REVISION STD # DATE TITLE / DESCRIPTION DATE BACKFLOW PREVENTION W4.1 11/93 TYPICAL INSTALLATION OF REDUCED PRESSURE 10/94 PRINCIPLE BACKFLOW PREVENTION ASSEMBLY W4.2 11/93 TYPICAL INSTALLATION OF DOUBLE CHECK VALVE 11/93 BACKFLOW PREVENTION ASSEMBLY W4.3 11/93 4" THROUGH 10" DOUBLE CHECK DEFECTOR 11/93 CHECK VALVE ASSEMBLY MISCELLANEOUS. W6.3 11/93 BLUE DOT PAVEMENT MARKERS 10/98 AND FIRE HYDRANT MARKING W6.4 11/93 RESTRAINED JOINT DETAIL 10/94 W6.7 03/94 2" CHLORINATION AND FLUSHING PORT 03/94 W6.9 03/97 4" THROUGH 16" VERTICAL OFF-SET 03/97 OF EXISTING DI, CI OR AC PIPE W6.17 11/05 CASING ASSEMBLY DETAIL 11/05 AIR VALVES W7.0 01/03 SPECIAL DESIGN DETAIL FOR 1-1/2" 01/03 AND 2" SERVICES W7.1 12/93 1" AND 2" AIR RELEASE VALVES, 02/94 2" VACUUM VALVE AND 2" COMBINATION VALVE NOTE: SERVICE TO BE INSTALLED ONLY NOTE: DIMENSIONS ARE TAKEN FROM AFTER CURB AND GUTTER HAVE BEEN POURED. TOP AND BACK OF 8URB SIDEWALK AND PAVEMENT TO BE.INSTALLED ONLY AFTER SERVICE INSTALLATION IS TOP LEVEL W/SIDEWALK COMPLETE AND APPROVED BY SBMWD 4 d t 2' k� r lvJ SIDEWALK 8.._+ �_ -. J/`_ 10/./ .s FINISH GRADE ��f 7., " • I• - !I I C- G. �\ `v/ 15" RADIUS /i1 0 !I) MIN. BEND '. `'J l / [=0 ZI © a WATER MAIN 15" RADIUS p MIN. BEND O a I INSTALLED 41° 45' BY PIPELINE BY PLUMBING • OR SERVICE CONTRACTOR CONTRACTOR* MAINTAINED DISTANCE VARIES MAINTAINED BY OWNER BY SBMWD ITEM QTY DESCRIPTION pj 1 EA (3/4" OR 1") LOCKWING BALL VALVE (FEMALE NPT x METER COUPLING) z (JAMES JONES J-1908W OR EQUAL](NON-LOCKWING VALVE ACCEPTABLE) o ROTATE HANDLE 90' TO AVOID INTERFERENCE WITH METER CAP #.'o.w Q2 1 EA (5/8"x3/4". 3/4"x3/4", OR 1"x1") PRECISION OR MULTIJET WATER METER 0SI (MODEL PMM-REGISTER IN CUBIC FEET) ?gt11 ® 1 EA (1"x3/4". OR 1"x 1") LOCKWING ANGLE VALVE (COMPRESSION x LioW METER COUPLING) (JONES J1963WSG OR EQUIVALENT) god ® 1 EA 20"x14"x12" METER BOX (ARMORCAST A6001425A OR EQUEL) Nrs, (W/ "WATER" OR "SBMWD" ON LID) Y? F w OS 1 EA 1" BRASS CORPORATION STOP (COMPRESSION x MALE NPT) 3 (MUELLER H15028 OR EQUAL) © 1 EA 3/4" OR 1" METER IDLER (JUMPER) (MALE METER COUPLING BY MALE METER COUPLING) TO BE USED IN PLACE OF METER DURING CONSTRUCTION 0 1 EA PADLOCK' co _ FT 1" TYPE K SOFT COPPER TUBING (SBMWD APPROVED U.S. MANUFACTURE) Og _ " (3/4", OR 1") SCHEDULE 80 THREADED (NPT) PVC PIPE NIPPLE (MUST EXTEND 6" BEYOND CUSTOMER SIDE OF SIDEWALK) ® 1 EA TAP MAIN DIRECTLY USING SBMWD APPROVED TAPPING MACHINE OR DRILL CLEAN 1" DIA. HOLE IN MAIN AND USE APPROVED SERVICE SADDLE. • MAINTAINED BY CONTRACTOR DURING ONE (1) YEAR WARRENTY PERIOD NOTE: TAP AND LITERAL SIZE IS ONE (1) INCH DIAMETER. . S.W.L. NOV. 01 SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER S.W.L. APR. 00 — S.W.I.. AUG. 99 5`3„ 3/4" AND 1 " SERVICE DETAIL SBMWD 1 S.W.L. NOV. 97 REVISION DATE W 1.1 APPROVED i• DATE ///0/ SCALE: NONE o 4 004 TOP LEVEL W/SIDEWALK SIDEWALK \ FiNiSH GRACE C_� 0 FUTURE STREET T r'''u' r,0 V- \l'/' rl1ll1Nwmm . 5 . 1 0 I � ^ 11 z 5 w 1I cc 3 1 I -. n 1 9 �1 /� 0 ' I a_ �J b C.. I i •i INSTALLED AND INSTALLED AND ,'� 45 MAINTAINED MAINTAINED �� BY SBMWD BY OTHERS WATER MAIN DISTANCE VARIES ITEM QTY DESCRIPTION CD I EA (1 1/2 or 2") x 9" PVC PIPE NIPPLE 0 1 EA (1 1/2" OR 2")LOCKWING BALL VALVE NELES-JAMESBURY SERIES 1000 OR EQUAL 0 ___LF (1 1/2' OR 2") TYPE L HARD COPPER TUBING (SBMWD APPROVED U.S. MANUFACTURE) ® 1 EA (1 1/2 OR 2") WATER METER (SEE STD. 0wG wi.15 FOR APPROVED UST) OS 1 EA (1 1/2" OR 2") BRASS ANGLE METER STOP JONES J-1527F OR EQUAL 6 1 EA (1 1/2" OR 2") BRASS COMPRESSION QUARTER BEND 7 1 EA (1 1/2" OR 2") BRASS COMPRESSION 1\8 BEND 0 1 EA (1 1/2" OR 2") BRONZE CORPORATION STOP MUELLER H15023 OR EQUAL O9 1 EA ___ x (1 1/2" OR 2") SERVICE SADDLE FROM SBMWD APPROVED LIST OR (1 1/2" OR 2") WELD-ON THREAD-O-LET 0 I EA 17" x 30" METER BOX ARMORCAST A6001640PC-12 ASSEMBLY OR EQUAL 11 1 EA COMPANION METER FLANGE SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER S.W.L. AUG 99 1 1 /2" AND 2" SERVICE DETAIL SBMWD J.G.DYE FEB 94 REVISION DATE w .2 APPROVED 2-Livv ..RL DATE WS-Nil W11.1141 SCALE: NONE w. w 8RYDEN RCE 28981 1 uft, S5 1 I f31 ® 1 1 9 1 1 8 7 O 05 © _, a i r P OcS i % I _ 1 I _ Z WATER r ti1AiN I It O i I■ i ` I ® .3 W -0-0-°-0-0-0-0-0-0-0-0-0-0-0-0-0 C- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0000000000000000 •C' to O°0000n0n0n0,0,,0n0n0n0n0n0n000° SEE PLAN VIEW OF VAULT Do°o°c '000c I FOR FITTING INFORMAT,ON ;°oo,° 3/4" POORLY GRADED GRAVELo°oo a. SEE PLAN VIEW OF VAULT FOR FITTING INFORMATION INSTALLED AND ITEM OTY DESCRIPTION • , MAINTAINED MAINTAINED BY O 4 LF 3" STUB-OUT FOR SERVICE CONNECTION BY SBMWD OTHERS MATERIAL SPECIFIED BY CUSTOMER O 1 EA 3'x5' FIBERGLASS VAULT- ARMORCAST A6001436AX48SBMT TORSION ASSIST FRAME OR EQUAL (LARGER VAULT MAY BE REQ'D.) - )4 © • ' ■1 - O3 1 EA 3" (FLG x MJ) GATE VALVE ASSEMBLY • I 1 .• 0 ___LF 3" TYPE L HARD COPPER TUBING (SBMWD APPROVED U.S. MANUFACTURE) 0 ® 0 It OS 2 EA 3" D.I.P. FLANGE x GROOVE ADAPTORS PLAN VIEW OF VAULT © 1 EA 3" VICTAULIC COUPLING FROM THE WATER DEPARTMENT APPROVED LIST 0 1 EA 1 1/2" BRASS TEST PORT WITH WHEEL VALVE AND CAP © 1 EA 3" WATER METER (SEE STD. DWG. W1.15 FOR APPROVED LIST) 0 2 LA 3" COMPANION FLANGE (FLG x FEMALE IRON PIPE) 10 2 EA 3" COPPER ADAPTOR (SWEAT x MALE IRON PIPE) 11 2 EA 3" (FLG) GATE VALVE ASSEMBLY PER SBMWD STD. W 3.1 t 2 1 EA EPDXY COATED TAPPING SLEEVE, MJ TAPPING SLEEVE, WELD NOZZLE, OR MJxFLG TEE ___" O.D. MAIN WITH 3" SERVICE LATERAL 13 3 EA 8" CONCRETE BLOCK 14 1 EA 1 1/2" BYPASS LOOP - TYPE L HARD COPPER TUBING (US MANUFACTURE) 15 1 EA 1 1/2" BRASS - THREE PART UNION 16 1 EA 1 1/2" LOCK-WING BALL VALVE W/ LOCK 17 2 EA 3" x 1 1/2" BRASS TEE W/ 3" x CLOSE BRASS NIPPLE SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING S.W.L. FEB 00 NUMBER cwL nlir °Q 3" UUIVIEJIIL SE\�V�iCE SBMWD S.W.L. MAR. 98 REVISION DATE - W 1.4 APPROVED DATE ,.•2S•a..b0 SCALE: NONE . w RYBRYDEN RCE 28961 INSTALLED AND MAINTAINED MAINTAINED B. :E:!it:, BY OTHERS a Q I- t ,II ' L+. SIDEWALK Z 0 J riNISH GRADE OR i I FINISH GRADE ruT R_ STREET T 1 1 \\�/��\f '! j r Z 13_ 5 o CO co CL _ 1 © O 11 0 4 0 q� O O (0.. 4k 45* I �--- WATER MAIN ITEM QTY DESCRIPTION 0 1 EA 2" x 9" PVC PIPE NIPPLE __LF 2" TYPE L HARD COPPER TUBING (SBMWD APPROVED U.S. MANUFACTURE) . 3 1 EA 2" DOUBLE CHECK DETECTOR CHECK VALVE ASSEMBLY 4 2 EA 2" GALVANIZED NIPPLE 05 1 EA 2" BRASS COMPRESSION 1/8 BEND © 1 EA 2" BRONZE CORPORATION STOP MUELLER H15023 OR EQUAL 07 1 EA x 2" SERVICE SADDLE FROM SBMWD APPROVED LIST OR 2" WELD—ON THREAD—O—LET ® 4 EA 2" GALVANIZED 1/4 BEND (FEMALE PIPE THREAD) Qg 1 EA INSOLATOR COUPLING (COMPRESSION x MALE PIPE THREAD) 1@ 2 EA 2" GALVANIZED PIPE O 1 EA 2" BALL VALVE W/ COMPRESSION FITTINGS (MUELLER #110 OR EOUEL) © 1 EA GATE VALVE CAN do LID ASSEMBLY PER STD. DWG. NO. 3.1 (WITHIN SIDEWALK OR ENCASED IN 18" x 18" x 4" CONCRETE SLAB) SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER e. y„ , cco 2" -` fa n ,lFnRO V n FIRE Jr n ICc L tAIT I 1 SRMWD S.W.L. NOV 99 DOUBLE CHECK DETE.TOR CHECK ASSEMBLY REVISION DATE W 1.9 APPROVED it iy„rw ,.. DATE ,D•23• a.00O SCALE: NONE w. wtuwdrBRYDCN RCE 289:t NOTE: SERVICE TO BE INSTALLED ONLY NOTE. DIMENSIONS ARE TAKEN FROM AFTER CURB AND GUTTER HAVE BEEN POURED TOP AND BACK OF CURB SIDEWALK AND PAVEMENT TO BE INSTALLED ONLY AFTER SERVICE INSTALLATION IS COMPLETE AND APPROVED BY SBMWC TOP LEVEL w/SIDEWALK " S.CEWALK 12 FINISH GRACE 8 � ' © 1 ; - • T : -1 ; c i Li o 15" RADIUS O ©1 r d Cv M.N BEND ; Co 0 I ' / INSTALLED I INSTALLED 4■` I ' BY PIPELINE I BY PLUMBING 7-WATER MAIN OR SERVICE CONTRACTOR 7 15" RADIUS )...____/ CONTRACTOR* MAINTAINED ® MAINTAINED BY OWNER 0 MIN BEND BY SBMWD � / 11 . 45' DISTANCE VARIES IRRIGATION SERVICE OF EQUEL OR LESSER SIZE ITEM OTY DESCRIPTION 0 O to 0 2 EA (3/4" OR 1") LOCKWING BALL VALVES t-,r (FEMALE NPT x METER COUPLING) � c_11.11.1.■ (JONES J 1908w OR EQUAL) ROTATE HANDLE 0 Int 0 90' TO AVOID INTERFERENCE WITH METER CAP i .--: Q2 2 EA (5/8"x 3/4", 3/4"x3/4", OR 1"x1") WATER i 1LTALTi METER (PRECISION OR MULTIJET) y,,,�•s r Nod (MODEL PMM - REGISTER IN CUBIC FEET) �■ fell Q 2 EA 1"x 3/4" OR 1"x 1" LOCKWING ANGLE VALVE 0 i v°° (COMPRESSION x METER COUPLING) i N,�� 0 1 EA 1"x1" BRONZE HEADER i . INLET: FEMALE NATIONAL PIPE THREAD (NPT) �—to �iiiii em∎iiii iiii i/. W x? OUTLETS: 1" BARE COPPER PIPE a O �p QS 1 EA 1" ADAPTOR (COMPRESSION x MALE NPT) 0 5/8", 3/4" OR © 2 EA 20" x 14" x 12" METER BOX (ARMORCAST A6001425A) 1" DOMESTIC (w/ "WATER" OR "SBMWD" ON LID) OR EQUEL SERVICE QQ 1 EA 1" BRASS CORPORATION STOP (COMPRESSION x PLAN VIEW MALE NPT) MUELLER H15025 OR EQUAL ® 2 EA ___" METER IDLER (JUMPER) (MALE METER COUPLING BY MALE METER COUPLING) O 2 EA PADLOCK 0 2 EA (3/4", OR 1") SCHEDULE 80 PVC PIPE NIPPLE (MUST EXTEND 6" BEYOND CUSTOMER SIDE OF SIDEWALK) • Q ___LF 1" TYPE K SOFT COPPER TUBING (SBMWD APPROVED U.S. MANUFACTURE) © 1' EA TAP MAIN DIRECTLY USING SBMWD APPROVED TAPPING MACHINE OR DRILL CLEAN 1" DIA. HOLE IN MAIN AND USE APPROVED SERVICE SADDLE. • MAINTAINED BY CONTRACTOR DURING ONE (1) YEAR WARRENTY PERIOD NOTE: MINIMUM TAP AND LATERAL SIZE IS 1 INCH DIAMETER. S.W.L. NOV. 01 SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING S.W.L. •UG. 99 NUMBER S.W.L. .PR. 97 5/8", 3/4': AND 1 " COMBINATION SBMWD S.W.L. JAN. 97 DOMESTIC AND IRRIGATION SERVICE DETAIL REVISION DATE W 1 •> > APPROVED DATE 1t®01 SCALE: NONE ' ES C. DYE • 49004 ____ 4--- 1 : 6 5 77.-1)1 0 0 0 © 7 Q 3, 2 I W 1 71L.-_ 1' r T _ 1 1 Z 1 ,,,.:,TER � 7-11:. I I-" I I .,.=,!,,i )1! 1• 3 .4 j 13 VA C 13 i " a "a" "o"o"o"o"o"o"o"o"o"o"o"o"o"o"o"o"o"o"o"o"o o" 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0'0 I ° ° 0„0„0„0„0„0„0„0„0„0„o„o„c„o„x„0„00o00.0000.0 1 O SEE PLAN VIEW FOR BYPASS --- 00000 3/4" POOR_Y GRACED GRAVEL '0 0°0 n°0 n°10_ _33P FITTING INFORmATION -- 0n 0n 0n r SEE PLAN VIEW FOR BYPASS I SERVICE LJ_ _ LOOP FiTTlNG INRORMATION INSTALLED —— AND 1 7 1Q� I MAINTAINED / MAINTAINED I BY r © � '1 N/ DDOMESEC BY SBMwO OTHERS I • IRRIGATION 0 iD TA -E4-0-i ) Di SERVICE OF EQUAL OR LESSER SIZE PLAN VIEW OF SERVICES ITEM DESCRIPTION 0 8 LF 3" STUB-OUT FOR SERVICE CONNECTION - MATERIAL SPECIFIED BY CUSTOMER O 2 EA 3'x5' FIBERGLASS VAULT ARMORCAST MOD A6001436AX48SBMT TORSION ASSIST FRAME OR EOUEL (LARGER VAULT MAY BE REQUIRED) 03 4 EA 3" FLANGED GATE VALVE o 3" STEEL PIPE © 2 EA 3" VICTAUUC COUPLING FROM THE WATER DEPARTMENT APPROVED LIST o 2 EA 2" BRASS TEST PORT WITH WHEEL VALVE AND CAP 07 2 EA 3" WATER METER (SEE STD. DWG. W1.15 FOR APPROVED LIST) 2 EA 4"x3" CONCENTRIC REDUCER (FLG) 9 1 EA 4" FLANGE x M.J. ADAPTER (RETAINED) 10 4" CLASS 150 DUCTILE IRON PIPE (RETAINED) 11 1 EA 4" (FLG x M.J.) GATE VALVE ASSEMBLY PER SBMWD STD. NO W3.1 (RETAINED) © 1 EA EPDXY COATED TAPPING SLEEVE. WELD NOZZLE, OR MJxFLG TEE FOR —" 0.0. MAIN WITH 4" SERVICE LATERAL 13 5 EA 8" CONCRETE BLOCK IlD 1 EA 1 1/2" SCH 40 STEEL BYPASS LOOP O 1 EA 1 1/2" THREADED SCH 40 STEEL UNION • 1 EA 1 1/2"THREADED GATE VALVE 17 2 EA 1 1/2" WELDED THREAD-0-LO" O I EA 4"x_" D.I. TEE (FLGxMJ) WITH __" METER ASSEMBLY PER ABOVE SERVICE DETAIL O 1 EA 1" BRASS FLUSHING PORT ©0 I EA 4"x 90' D.I. BEND (MJxFLG) SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING __ NUMBER 7" COMRINATION DONAESTICC SBMWD S.W.L. 6/25/96 AND IRRIGATION SERVICE DETAIL REVISION DATE APPROVED - a W 1 12 ., /, �, DATE )/- S-)9R9 SCALE: NONE w. WILLIAM 9RYDEN RCE 28981 t. t INDICATE METER BOX C ETAIL A CONTENTS AS PER � TOP LEVEL W/SIDEWALK yV1.1 SIDEWAL INSCRIBE"W'ON CURB- 0 P OF CURB SEE DETAIL A . • . . ,' . N\:"""""""`"`"uuN'• 'V' V'. 4 En , ! —I� r,. j IbI I _ 2 Ib -I ®I z 3 Z 2 15"RADIUS LU - Z Q & °0 MIN.BEND rZ Ii W Ia 0 0 a 5 INSTALLED AND I INSTALLED AND MAINTAINED MAINTAINED BY SBMWD BY OTHERS ITEM QTY DESCRIPTION O 1 EA RECONNECT TO EXISTING SERVICE AT TAILPIPE 0 1 EA (5/8",3/4",OR 1")LOCKWING BALL VALVES WITH METER COUPLINGS [JAMES JONES J-1908W OR EQUAL] 0 1 EA (5/8"x3/4",3/4"x3/4",OR 1"x1")WATER METER PROVIDED BY SBMWD IN EXCHANGE FOR EXISTING METER ® 1 EA (1"X 3/4"OR 1"X 1")LOCKWING ANGLE(BALL)VALVE (COMPRESSION X METER COUPLING)(JONES J1963 WSC OR EQUIVALENT) O _FT SBMWD APPROVED 1"TYPE K SOFT COPPER TUBING.SEE SPECIFICATIONS FOR BACKFILL REQUIREMENTS © 1 EA USE BRASS FITTINGS TO CONNECT TO NEW COPPER PIPE(ALL METHODS TO BE APPROVED BY SBMWD) 0 1 EA 12"x18"x12"METER BOX ARMORCAST 6001425A OR EQUAL 8 1 EA EXISTING METER ASSEMBLY TO BE SALVAGED AS DESCRIBED IN SPECIFICATIONS 9 1 EA BEND EXISTING SERVICE LATERAL DOWN AND ROTATE 90°AS SHOWN.DO NOT EXCEED THE MINIMUM 15"RADIUS BEND SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER — SBMWD SERVICE RELOCATION DETAIL M.H.L. FEB 04 • W1.17 REVISION DATE / APPROVED r DATE /i — O,5 SCALE' NONE MATTHEW LI• HE' RCE 58079 AlaTY?.CAL SERV'CE LATERAL LAYOUT • IN CLL.-OE-...1C, LOCATE FIRE HYDRANT ON F. NEA;_.S' TO THE BEGINING OF CURB • Il . RADIUS NC %.'�?= THAN 10' INTO CUL-DE-SAC I i /I m r RICHT OF WAY D 2 X 3 O 7,� tBEGINING OF CURB RADIUS RIGHT OF WAY INSTALL BLUE DOT PER STD. NO. M6.3 CURB FACE ®lk -MiliN NOTES: 15' :. •1.)WATER MAINS SHALL BE LOCATED • tx ON THE SOUTH OR WEST SIDE OF 7' a RICHT OF WAY ,-1 STREET, 7' FROM CURB FACE. DEPTH `$ OF BURY SHALL BE 30" FROM FINISH s SURFACE TO TOP OF PIPE. 5, 2.)FIRE HYDRANTS TO BE LOCATED G- 18" BEHIND CURB FACE AND ON 8 THE PROJECTION OF THE LOT LINE. 7.--.1 IF THE SIDE WALK IS LESS THAN N 6' WIDE, THE HYDRANT MUST BE SET z BEHIND THE SIDEWALK IN THE PARKWAY. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER - TYPICAL PIPE & FIRE HYDRANT LAYOUT SBMWD /AI ir• I> >rnlT1 S.W.L. JAN 9/ v--,L1 vwtL_, . I j W 2.1 REv1SION DATE APPROVED / A • DATE /- 27-97 scALE: NONE w. wiuw' BRYo(N RC( 28951 CURB FACE T i 18. 4- `; 4" 4;2}" ASSEMBLY ICON --7" 10 2 }' 2}-� : .2I" 2} CONFIC A CONFIC B CONFiG C CONFIC 0 (DRY BARREL) , 44 FOR OVERHEAD PO*EP ∎1 CONFIGURATION DESCRIPTION jai 18" CLEAR A 1 - 4" OUTLET; 1 - 2 }� OUTLET ,a a B 1 - 4" OUTLET; 2 - 2}" OUTLETS • C 2 - 4" OUTLET; 1 - 2}" OUTLET O,� O O 1 - 4" OUTLET; 2 - 2}" OUTLETS (DRY BARREL) Q3 :r !; WHEN OVERHEAD POWER EXCEEDS 600 VOLTS. < 1. . 1 CONFIGURATION OPTIONS - . I a-`--:''-, °o_ ,7 1 ;y _� SEE SB1AWD W 3.1 �r I ' - ,,, FOR VALVE K INSTALL COLLAR IF HYDRANT IS— ' 1 I..--•i AND COVER m ASSEMBLY NOT INSTALLED IN CONCRETE SIDEWALK - 24" M O _"' ,: � Iii s(1/ mil -1_,t WATER MAIN 1 NOTE: NO UNRESTRAINED JOINTS ALLOWED ON WATER MAIN WITHIN 10 OF F.H. TEE • IF i.,CLEAR IS NOT POSSIBLE PLACE HYDRANT BEHIND SIDEWALK IN PARKWAY NOTE: INSTALL BLUE DOT PAVEMENT MARKERS PER SBMWD STD. W 6.3 ITEM OTY DESCRIPTION 0 ___LF 6" CLASS 350 DUCTILE, IRON PIPE RESTRAINED WITH MECALUC OR EQUAL O 1 EA _--• x 6" FIRE HYDRANT BURY WITH RETAINED MJ INLET AND FLANGE OUTLET. PAINT EXPOSED PORTION TO MATCH FIRE HYDRANT O 1 EA 6" FLANGED BREAKAWAY EXTENSION SPOOL MORTAR LINED AND PAINTED TO MATCH FIRE HYDRANT (INCLUDE HOLLOW BREAKAWAY BOLTS). O 1 EA A SBMWD APPROVED HYDRANT (SELECT THE APPROPRIATE CONFlGURATION) 1 EA O S USE WELD NOZZLE OR TAPPING SLEEVE ON EXISTING MAINS. USE TEE WITH RESTRAINED BRANCH AND RUN ON NEW SYSTEMS. R.L.L. SEP 01 • SAN BERNARDINO MUNICIPAL WATER DEPARTMENT ORA�NG NUMBER S.W.L. NOV 97 S.W.L. AUG-97 6" FIRE HYDRANT INSTALLATION SBMWD S.W.L. APR 97 W 2.2 REVISION DATE APPROVED .l:7t. OATS f/j / 'SCALE: NONE C. ICE 40004 CAST IRON COVER MARKED WATER" AND PAINTED BLUE [ALHAMBRA FOUNDRY NO 129506 OR EQUAL] I - 2 SQUARE 8 D . x 12" 20 GAGE OPERATING NUT GALVANIZED SLIP SLEEVE 6" X 1/4" STEEL DISC, 1' 8' SCH 40 PVC PIPE O — TACK WELD TO PIPE EXTENSION / 1" BLACK IRON PIPE ADAPT TO OPERATING 2rX4 X1' DWOOD BLOCK NUT ON VALVE `!S '(DO NOT REST RE ON VALVE] 0 mo WATER MAIN RETAINED M.J. OR FLANGE AS NEEDED 8" CONCRETE BLOCK WATER DEPARTMENT APPROVED RESILIENT SEAT GATE VALVE PER AWWA C509 150 PSI MIN PRESS RATING EPDXY COATING ON INTERNAL SURFACES MUELLER C509 OR EQUAL NOTE: ( PROVIDE VALVE STEM EXTENSION AS SHOWN IF VALVE NUT BURY DEPTH EXCEEDS 5.0 FEET. 0 BACKFILL VALVE WITH SAND UP TO PACKING SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER TYPICAL GATE VALVE INSTALLATION SBMWD W 3.1 REVISION DATE DATE APPROVED /l-3' `I 3 SCALE: NONE w. znuWm OMEN RCL 2ese PA'.LME - c ?= CAST IRON COVER MARKED "WATER AND PAINTED BLUE (ALHAUBRA FOUNDRY NO 129506 E2.' 1 I I a a to 8" Ola x 12" 20 GAGE GALVANIZED SLIP SLEEVE 8" SCH 40 PVC PIPE / / / / / / / 7/ / / / / / // SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER c Pun/0 TYPICAL GATE CAN INS I ALLA I ION REVISION DATE ` W 3.3 APPROVED Oft Vd",,,l1,t dh4., DATE 4( /9 45 SCALE: NONE w, wiuw+ BWVOC.1 26981 10' MAXIMUM �' )) O 1 1:0 4 r_, 4 r\1/4 ATE R (") MAIN U ITEM QTY DESCRIPTION 0 1 EA - EPDXY COATED TAPPING SADDLE ( ' O.D. x FLG) OR FABRICATED TAPPING SADDLE ( ' O.D. x FLG) OR FABRICATED WELD NOZZLE (...___' O.D. x FLG) O 1 EA FLGXIAJ GATE VALVE PER SBLIVD STD. W 3.1 (RESTRAIN WITH 'IIEGAL.UG' RESTRAINTS) 0 1 EA 1' CHLORINATION AND FLUSHING PORT (INSTALL WHEN LATERAL IS LONGER THAN 10D SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER TAPPING DETAIL FOR 4" AND LARGER S8 IMO SWl OCT. 97 CONTRACTOR INSTALLED FACILITIES ' REVISION DATE W 3.4 SCALE: NONE APPROVED toil i/p,4+,, DATE#S'9/7 W. WILLIAM IIM004 2/041 t !-- - - ,8 0 © - L mealllue Ir MN 36" FdAX SID EWALk, FINISH GRADE STREET' --f L -- 1111111. , FLOW I I TO CONSUMER'S METER EQUIPMENT OA INSTALL METER AND SERVICE EQUIPMENT PER SBMWD NO. . LOCATION IS SUBJECT WATER MAIN TO APPROVAL BY WATER QUALITY CONTROL O INSTALLED AND MUNTAINED BY CONSUMER PER CITY OF SAN -BERNARDINO BUILDING AND SAFETY SPECIFICATIONS. © APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY WITH RESIUENT SEATED SHUT-OFF VALVES. HORIZONTAL CLEARANCE UNE r I `_ 12' �II∎411111111∎4II� TEST . TEST COCKS COCKS L J NOTES THE ASSEMBLY MUST BE INSPECTED . TESTED AND APPROVED BY THE SBMWD. IMMEDIATELY AFTER'INSTALLATION. 2 NO CONNECTIONS OR TEES ARE PERMITTED BETWEEN THE METER AND BACKFLOW PREVNNTOR. STRAINERS WILL BE REVIEWED ON AN INDIVIDUAL BASIS. 3 PRIOR TO INSTALLATION OF THE ASSEMBLY. THE WATER SERVICE SHALL BE FLUSHED 4 A MANIFOLD CONNECTION WITH DUPLEX UNITS SHOULD BE INSTALLED IF AN UNINTERRUPTED SUPPLY OF WATER IS NECESSARY 5 A PRESSURE RE UEF VALVE SHALL BE INSTALLED PER SEC. 1007 OF THE UNIFORM PLUMBING CODE SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING TYPICAL INSTALLATION OF NUMBER DCni !r`1n nneccl Inr nDIkIr•int r r , '-vr! twit SBMWD i ....-'S I � '.`._I .'vI S i I ��.i, LL u ,�..i\I LV II 'J.G.DYES)CT '94 PREVENTION AS EMBLY REVISION DATE W 4.1 APPROVED Ld. ' — DATE /0- SCALE: NONE �`� �`f w. MILKY erzroa � 2111M1 0 0 0 0 II 12" MIN 36" MAX SIDEWALK FINISH GRADE STREET _ J L-- 1_ `` F LO i --- _- j I I TO CONSUMER'S METER EQUIPMENT O INSTALL METER AND SERVICE EQUIPMENT PER SBMWD NO. . LOCATION IS SUBJECT WATER MAIN TO APPROVAL BY WATER QUAUTY CONTROL © INSTALLED AND MMNTAINED BY CONSUMER PER CITY OF SAN BERNARDINO BUILDING AND SAFETY SPECIFICATIONS. © APPROVED DOUBLE CHECK ASSEMBLY WITH RESIUENT SEATED SHUT-OFF VALVES. HORIZONTAL CLEARANCE LINE r '?-- . ll►•1liil ii►'1�!." • TEST TEST COCKS N COCKS L J NOTES 1 THE ASSEMBLY MUST BE INSPECTED . TESTED AND APPROVED BY THE SBMWD. IMMEDIATELY AFTER INSTALLATION. 2 NO CONNECTIONS OR TEES ARE PERMITTED BETWEEN THE METER AND BACKFLOW PREVENTER. STRAINERS WILL BE REVIEWED ON AN INDIVIDUAL BASIS. 3 PRIOR TO INSTALLATION OF THE ASSEMBLY. THE WATER SERVICE SHALL BE FLUSHED 4 A MANIFOLD CONNECTION WITH DUPLEX UNITS SHOULD BE INSTALLED IF AN UNINTERRUPTED SUPPLY OF WATER IS NECESSARY 5 A PRESSURE REUEF VALVE SHALL BE INSTALLED PER SEC. 1007 OF THE UNIFORM PLUMBING CODE SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER TYPICAL INSTALLATION OF DOUBLE SBMWD CHECK VALVE BACKFLOW PREVENTION ASSEMBLY w 4.2 REVISION DATE b.4.%- DATE /!-3- 9 3 APPROVED l. 1 /, �� ;z4rr•� SCALE: NONE M. w+uvw moot RCE 28931 HORIZONTAL CLEAR- ZE LINE 1 r : T i 12. T r Ifir^ I -.-� , I INSTALLED AND I h oiSTALLEC ^'ND . MAINTAINED BY SBMWD,MAINTAINED BY CUSTOMER c 1 J APPROVED DOUBLE CHECK I DETECTOR CHECKVA.LVE ASSEMBLY w W CL z O .71 CC a I I4 II 4,I. I _ .©.fir. �� SEE SBMWD STD. NO. W3.1 . z FOR GATE VALVE AND 5 < 77 VALVE COVER ASSEMBLY I N F0 FINISH GRADE © � i -- i■ • WATER MAIN + ` 0 THRUST BLOCK NOTES 0 CITY WILL INSTALL BLIND FLANGE AT CONNECTION POINT. THE CITY'S WATER DEPT. INSPECTOR TO BE PRESENT WHEN BLIND FLANGE IS REMOVED AND DETECTOR CHECK VALVE ASSEMBLY IS INSTALLED. Q COSTOMER TO SWAB CONNECTING FLANGE WITH 600 PPM CHLORINE SOLUTION WHEN MAKING CONNECTION. 0 CUSTOMER TO PAINT ALL ABOVE GRADE PIPING AND DETECTOR ASSY. ® THE DETECTOR ASSY. SHALL BE INSPECTED AND TESTED IMMEDIATELY AFTER INSTALLATION. CALL 384-5391 FOR INSPECTION. O ALL SBMWD INSTALLED WATER LINES SHALL BE DUCTILE IRON PIPE FOR 10" DETECTOR ASSEMBLY INSTALL 12" LATERAL AND PIPING. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER 4" THROUGH 10" DOUBLE CHECK SBMwn DETECTOR CHECK VALVE ASSEMBLY REVISION DATE • _ / W4.3 APPROVED • • a DATE //.-3 4 S SCALE: NONE w, wiuw•MYO(H RCf 2898 , I , �H , , I io o I I I___j FH at — — o — I 1 1 1a °H I I I II, I FIGURE 1 FIGURE 3 FIGURE 5 TWO LANE STREET INTERSECTION MULTI—LANE STREET WITH TURN LANE LEGEND I I I I Reflectorized Blue FH I a ( I 0 d „ I O Dot Pavement Marker FH Fire Hydrant n I O — —2 _ — -- -- Lane Divider Line FH No Turns Divider Line I I I ^ I r--- Curb Line I I I . FIGURE 2 FIGURE 4 MULTI—LANE STREET FOUR—LANE WITH TURN LANE AT INTERSECTION A. TWO—WAY STREETS AND ROADS: Markers should be placed six inches from edge of painted centerline on the side nearest the fire hydrant. If the street has no centerline, the marker should be placed six inches from the approximate center of the roadway on the side nearest the hydrant (see figure 1 through 3). B. STREETS WITH LEFT TURN LANE AT THE INTERSECTION: Markers should be placed six inches from edge of painted white line on the side nearest the hydrant (see figure 4) C. STREETS WITH CONTINUOUS TWO—WAY LEFT TURN LANE: Markers should be placed six inches from the edge of the painted yellow barrier line on the side nearest the fire hydrant (see figure 5). 0. CUL—DE—SAC: Marker should be 6" from the center of the Cul—De—Sac curb radius on the side nearest the fire hydrant. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER — BLUE DOT PAVEMENT MARKERS SBMWD AND FIRE HYDRANT MARKING S.W.L. SEPT. 98 W6.3 REVISION DATE APPROVED (jap J�J/J L .J DATE/6 1 gV SCALE: NONE W. wai,�i sarrWr RCE 2 I KING SEE REVERSE FOR HYDRANT MAR UNRESTRAINED RUN \Z JOINT<p �z t I, ..'4... P.,\''s F� Q , 4t Z =LJ '. ��o . z r—w w I . . . , L :j- W J I II RESTRAINED I LENGTH I BRANCH l BEND TEE DEAD END PIPE SIZE 11i° BEND 22 }° BEND 45° BEND 90° BEND TEE DEAD END 4" 2' 5' 10' 24' 7' 50' 6" 3' 7' 14' 34' 10' 70' 8" 4' 9' 18' 43' 18' 90' 10" 5' _ 10' 21 ' 52' • 35' 109' 12" 6' 12' 25' 60' 53' 127' NOTES: 1. Use the following guidelines when other pipe joints are within 10 feet of the joint being restrained: a) Use the "dead end" length for connections to any material except ductile iron and cast iron. b) Use the "dead end" length when another pipe joint is within 10 feet of a bend being restrained. c) Use the "90° bend" length when another pipe joint is within 10 feet of a tee being restrained. 2. Divide restrainded length by 0.85 for silty soil. 3. This table is based on the assumption that the trench is backfilled to a minimum depth of 2.5 feet with a silty sand which has been lightly compacted. 4. For pipe diameters larger than 12', or for conditions other than those described above, please refer to Ductile Iron Pipe Research Association (DIPRA) guidelines for calculating restrained length. 5. Restrained length on tees assumes the same size branch and run. Tees which have branch diameters less than the diameter of the run may require a shorter restrained length. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER 1 /60,f 10/94 RESTRAINED JULNT DETAIL SBMWD REV. 4/94 REVISION DATE _ W6.4 APPROVED DATE /D-z7-9`f SCA E: NONE w. wuawi eit mi 28981 S F N;SH GRACE Go n '-_:'J4�� �N._ FUTURE STREET / /- - --Z � O L I _, O O z crr- p 4 to p ,11 Ii 0' 9 � © Ir ,I �� WATER MAIN ITEM QTY DESCRIPTION ITEM QTY DESCRIPTION 0 _ LF. 2" TYPE L HARD COPPER TUBING 0 1 EA. CAST IRON COVER MARKED (SBMWD APPROVED U.S. MANUFACTURE) -WATER' AND PAINTED BLUE (ALHAMBRA FOUNDRY NO 0 1 EA. 2' BRONZE 129506 OR EQUAL) CORPORATION STOP MUELLER H15023 OR EOUAL 0 1.0 LF 8- SCH 40 PVC PIPE 30 1 EA. x 2- SERVICE SADDLE 0 1.5 CF CLEAN FINE SAND OR 2" WELD—ON THREAD—O—LET 90 I EA. THREADED PVC CAP 0 1 EA. 12'x18'x12' METER BOX ARWORCAST 6001425A OR EQUAL 50 1 EA. 8- DIA._x 12- 20 GAGE GALVANIZED SUP SLEEVE SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER l\ SBMWD L" ('Ill Lnn1V TIP\ AND FLUSHING PORT REVISION DATE �} W6 7 APPROVED �.}{�,,a , ,J�'j,�_, �____- DATE 3- 1- 'j 9 SCALE: NONE w. wILLLW BRYDEN RCE 2881 . • t PROPOSED UTILITY PIPE EXISTING C.I.— 0.1. OR A.C. PIPE EXISTING C.1.— D.1. OR A.C. PIPE 0 0 0 0 IS � == =11= 1==II= �' =11=!1=11=11=n=1 1=I =11=r,=11=1 =II—II-11'11-II'I O II=■1=11=li=1.=i — 1=II—II—II—II—IIc 1=!=11=;1=11=1r. Itell=11=1= - - - - 0 4 ■r 12' MIN 0 0 UNDISTURBED EARTH 1, MIN UNDISTURBED EARTH © o 4' MIN SURFACE BEARING TABLE 16' PIPE----&0 SQUARE FEET 0 ' AL" 12' PIPE----43 SQUARE FEET•• 8' PIPE----3.0 SQUARE FEET 6' PIPE----2.0 SQUARE FEET • • BEARING SURFACE OF .• -••' 4' PIPE—---2.0 SQUARE FEET •UNDISTURBED EARTH (SEE _ TABLE AT RIGHT FOR - ,v MINIMUM SQUARE FOOTAGE ; . SECTION VIEW E-1• MIN. THRUST BLOCK\BEARING SURFACE ITEM Or( DESCRIPTION . pl 2 EA • STRAIGHT/TRANS1T1ON COUPLING (ROMAC IND. INC. STYLE 501 OR APPROVED EQUAL) O __LF DUCTILE IRON PIPE O4 10 EA ___- MEGA—LUG UNEAL RESTRAINT 0 2 EA CONCRETE THRUST BLOCK (2000 PSI MIN. STRENTH) © 4 LA __' 45 D.I. BEND (MJ)(RESTRAINED) ( 2 (A 14 REBAR (MAINTAIN 2- MIN. DISTANCE FROM EARTH) SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER 4" THRU 16" VERTICAL OFF-SET SBMWD - OF EXISTING D.I., C.I. OR A.C. PIPE w 6.9 REVISION DATE — • APPROVED ' c) DATE . •20- qI . « SCALE: NONE '• " ""' *al ANGLES TO BE CONSTANT AROUND ENTIRE CIRCUMFERENCE OF THE PIPE NUMBER OF SPACERS PER MANUFACTURER'S SPECIFICATIONS SPACER -' r g CARRIER PIPE (' k* CASING ,AVIO STAINLESS STEEL y�f'"��' FILL ANNULAR SPACE WITH CLAMP BANDS AIR-BLOWN SAND (SEE NOTE 3) CONFIGURATION-CENTERED PIPE CASING CROSS-SECTION 2'-0" 10'-0" 2'-0" MAX(TYP) W. P L el N s-_ i: N ,...sta.,,-,.:,,,,.....„0,,,,,eirvi ..„ DI CARRIER PIPE OVER LAPPING RUBBER SEAL "X"CASING THICKNESS(TO BE (SEE NOTE 3) DETERMINED BY ENGINEER)NOT TO EXCEED DEFLECTION OF PIPE PLACEMENT OF SPACERS ON CARRIER PIPE PER MANUFACTURER'S 5 ECIFICATIONS • DI CARRIER PIPE 8"SPACER WIDTH NOTES: PIPE SIZE CASING ID _ 1. DI PIPE JOINTS INSIDE PIPE CASING TO BE 12" 24" RESTRAINED(TYP). 18" 30" 2. INTERIOR OF CASING TO BE GROUND SMOOTH 18" 30" AND LUBRICATED FOR SPACER INSTALLATION. 20" 36" I 24" 42" 3. RUBBER SEALS AND STAINLESS STEEL CLAMPS 30" 48" REQUIRED. 36" 54" 4. REDWOOD SKIDS CAN BE SUBSTITUTED FOR SPACERS ON - A CASE BY CASE BASIS AS APPROVED BY SBMWD. SAN BERNARDINO MI JNICIPAL WATER DEPARTMENT DRAWING M , NUM BER r CASING ASSEMBLY DETAIL SBMWD REVISION DATE W6.17 APPROVED DATE //-¢ -„,s- SCALE. NONE MATTH W H. A TC w RCE 50079 TOP LEVEL W/SIDEWALK EXISTING PROPERTY LINE INSTALL VALVE CAN PER SBMWD STD. DWG. W3.3 \ FINISH GRADE OR ■ S FUTURE STREET �Q�. . . k� ch - 0 '--=:, I 1' 1 _ I� Z 00 Z Z, b Ce tn 0 Q `0 I ! Ia 1 t`,;/�_ 03 0 ©. © I� 45' PLUG OR CAP END OF COPPER MAINTAINED I- . BY SBMWD D , / + WATER MAIN DISTANCE VARIES INSTALLED AND MAINTAINED BY OTHERS ITEM QTY DESCRIPTION 0 1 EA (1 1/2" OR 2") x 9" PVC PIPE NIPPLE OZ 1 EA (1 1/2" OR 2") .LOCKWING BALL VALVE NELES-JAMESBURY SERIES 1000 OR EQUAL 03 __LF (1 1/2" OR 2") TYPE L HARD COPPER TUBING (SBMWD APPROVED U.S. MANUFACTURE) 0 1 EA (1 1/2" OR 2") WATER METER (SEE STD. DWG. W1.15 FOR APPROVED LIST) 0 1 EA (1 1/2" OR 2") BRASS ANGLE METER STOP JONES J-1527F OR EQUAL 6 1 EA (1 1/2" OR 2") BRASS COMPRESSION QUARTER BEND 7 1 EA (1 1/2" OR 2") THREADED BRASS 1\8 BEND WITH TWO C TO I MALE ADAPTERS 0 1 EA (1 1/2" OR 2") BRONZE CORPORATION STOP MUELLER H15023 OR EQUAL 09 1 EA _ x (1 1/2" OR 2") SERVICE SADDLE FROM SBMWD APPROVED LIST OR (1 1/2" OR 2") WELD-ON THREAD-0-LET ® 1 EA 17" x 30" METER BOX ARMORCAST A6001640PC-12 ASSEMBLY OR EQUAL 10 1 EA COMPANION METER FLANGE ® 1 EA (1 1/2" OR 2") SERVICE BALL VALVE NELES-JAMESBURY SERIES 1000 OR EQUAL ROLLED UP TO RECEIVE SERVICE VALVE KEY SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER SPECIAL DESIGN DETAIL FOR seMwD 1 1 /2" AND 2" SERVICES CUSTOM 7.0 REVISION DATE APPROVED DATE /47/0 3 SCALE: NONE c. 4 49004 l n , F 0 I FINISH GRADE OR 5 :E,',4-6. _ . --�\-7 FUTURE STREET ,-- „t...t..r............�...-/ . °°°z�h\�N` i 4� �«� �� Z 4 c4' o r — ; � o,�., © .. I 1 ,. 3 s w r.' Z O 12' 0 J i / 11 0 CONTINUOUS UPWARD SLOPE , 1 ct 'Corr $ �tJ 1d O I 0 r•Lsa...o- WATER MAIN ITEM QTY DESCRIPTION ITEM QTY DESCRIPTION 0 1 EA. SELECT ONE OF THE FOLLOWING: © 0.3 FTS 2,000 PSI CONCRETE A) 1" OR 2' AIR RELEASE 70 1 EA. 2' GALVANIZED QUARTER BEND VALVE - CRISPIN PLIOA/PL20, (FEW PIPE THREAD) APCO NO. 200A OR EQUAL 0 _ L.F. 2' TYPE L HARD COPPER TUBING B) 2' AIR VACUUM VALVE - (SBMWD .APPROVED U.S: MANUFACTURE) CRISPIN A20, APCO 144, OR EQUAL 90 1 EA. 2' BRASS COMPRESSION C) 2" COMBINATION AIR AND QUARTER BEND VACUUM RELEASE VALVE - 10 1 EA. 2" BRONZE CRISPIN UNIVERSAL AIR CORPORATION STOP RELEASE VALVE NO. U20, MUELLER HI5023 OR APCO NO. 145C, OR EQUAL EQUAL 11 1 EA. x 2' SERVICE SADDLE 20 1.3 F7.3 3/4" POORLY GRADED OR 2' WELD-ON THREAD-O-LET GRAVEL - 1© 2 EA. 12'x18-x12' METER BOX 30 I EA. 2' BRONZE WHEEL VALVE ARMORCAST 6001425A OR EQUAL 0 24 IN. 2' THREADED 13 1 EA. INSOLATOR COUPUNG (COMPRESSION x GALVANIZED IRON PIPE MALE PIPE THREAD) 50 12 IN. 3' FLEXIBLE VINYL SLEEVE ______ J SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER 1" AND 2" AIR I LLASE VALVES, 2" SBMWD J.G.DYE FEB 94 VACUUM VALVE, AND 2" COMBINATION VALVE REVISION DATE W7.1 APPROVED LLJ DATE 7-2v —`� `I SCALE: NONE W. wfLLUw WIZEN RCE E9a)1 PRODUCT INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS LOCKING PULL BOX COVER 1. Clear the bottom of the pull box such that the securing legs can fit under the bottom of the vault walls. - 2. Select four of the eight possible m ing positions for the Securing Legs on the underside . 'ill Box Cover LOCK TUBE Frame considering where clearanc' inside the - vault to allow installation without in °xisting conduit and wire. Loosely attach t' ,gs to COVER the underside of the Pull Box f .e four • LOCK RECEIVER positions selected, using either ti.. .d/or nuts and washers provided so the lei., .texibility of movement. rrrs 3. Insert the Pull Box Cover '' ''�'` FRAME . Frame assembly into the vault, "4. with the Securing Legs loosely t" . ~4 attached, taking care to clear the . i' BOLTS existing conduit and wire. When SECCRLNG the Frame is in place, tap the " "- 4- LEGS securing legs outward into • a `'#?f position under the walls of the .'y - ' vault. 4. Pull upward on the Frame until it is just under the ledge that supports the existing pull box lid. Tighten all of 3/8" bolts that connect the Securing Legs to the frame in turn until the frame assembly is level with the top and bottom of the vault, and equally spaced from each side. Finally tighten all of the nuts and/or bolts securely. 5. Install the Pull Box Security Cover using the tamper proof counter sunk torques screws provided. Install the cylinder lock into f ' the Lock Tube and onto the Lock Receiver in the Security Cover. M , �,;�.�:,, Remove the key and snap the attached weatherproof cap over the as ° ; lock. Install the original pull box cover over the security cover using ‘-„, 'N.,-''',/ the 2 5/16" X 2" brass bolts and washers provided. Discard the cover \," '`°'' 1 mounting bolts used previously. ao' `'� STANDARD DRAWINGS, ctTY OF SAN BEEZtJAEZL'>INO STANDALZD Exs STt NG 'TO POOWAPHY SYMBOLS -4-- o .rrge Lt we O SEWER MANHOLE -E --- C►TY LtMITS oc•°' SEWER CLIAWOUT Ei/W ¢IG%4T OF WAY LINE Q STotsM PILAW AAA$HOLE T -� TELEP 61E MONE MANHOLE 02 VAULT S - S EXIS.TINGSEWEIZ O C"CT--W EXISTING WATCQ LINE 0 16] 445 MAIJNOLE OR VAULT 1 CONC.— 0 EX►STING STORM DIN 0 5W 7 WATER MANHOLE OEL VAULT 2"M Ci+ t'x•GTING GAS LIME V EE ELECTQIC MA1411066 OR VAULT -r — LIND'GD• TEL.cc*IDUlT [J PP* ELACTR1C OE. TELEPHONE POLS 12"W.CONF-IR¢7 Exs3T I GATlo►.1 LIME ® ELECTRIC TOWEQ ? y E -- UND'CCD• ELEcTEZEC COND. E---- DOWN GUY S.L. STREET LtGHTINCi Fin. HYDRANT' 51y. -- ' •' TIZAFFIC SIG,JAL OW" WATER. METES F. — 1. FILE M.AGZM Cw4 WATER VALVE —WIC) FCC- - CULVERT I 1 CAS VALVE -a- -,,,- -E- -13- v -Q- ISOARp FENCE ELrcr ouEZ (UPQICNT) —x x x —x- 3AZE•ED W►RE EsE.iCE. Q-O CLLCTRDLIL, . CON HIM ARM) O o 0 0 CHAIN LINOS FI'JCE TRAFFIC SIONAL O 0 0 WOVEN WI al FENice. T,.APFIC SIGNAL (ow w4MT ACM) P.C.C. SLOGS WALL 0 II PULL, bog te= OR IZAILQAAO TIZACISS ® 1'T. ,c st3NA►L CONTRot.L. IC ■ — TEAPFIC SIGNAL D![TECTOR. - , HEDGE , m- • WALES • WAIT SIGNAL w•••-�-Et -..'-... DtQECTION FLOW MOT 0 PAIE1ONC4 METER N'1 y T ITAFF%C. 4 KiN - - DIgECT1OW PLOW PAN/. + STREET NAME $taim (-No' i in. —-I- — Tm-— Inr— Tr TOP OF SLOPE 4 e - _lc............0_-.ILL--AL TOE OF SLOPE 1 STOP St46L t -TX a•-Q.• C?O�irSt/.iG gIGN t Q - - - - - AuAG=O ¢AILING E . Ca0441NAt SIGNAL. ! - - P.C.C. SIDEWALII (DASHED) CIE SE'a1NKLER MEAD I P C.0. DUI Vic WAY 0 DELTA , ANGLE POINT a; P.C.0 .CUEIS t. [7uTTet. 0 POINT Ow TALtGIENT ;; � � �o u.S•MAIL box SWRU3 ►Z''- TREE (DECIDUOt*) Z4 �"1E, Sid d SECYION CORNER PALM LVEZC�EEN(PInE,ErC) b S 9 I/4 COEuma. OS IX tCC SLA4 EUILDI►JCZ APPIZove'D STANDARD UWCOVEEtED AAs t, .2 .2_ 19 6 G. No• CITY OF SAN 6E2NA2OIIJ0 -PUBLIC 1N.,CCX3 DtPT 1 C . a` Sa L CITY ENCI1.lEEiZ. _ ___ GENERAL NOTES: 24•1' NOTE CONCRETE MUST BE AT LEAST 2" 5.5 SACK MIX {520-C•2500) /8° 28 lO AND HOLD 2500 P.S.I. IN CURING COMPOUND SHALL B! 28 DAYS. SPRAYED UNIFORMLY ON ALL 3 POSED SURFACES PRIOR TO EVAPORA ION Rs4 Of SURFACE BEATER. f EXPANSION JOINTS AT END 0 3 RETURNS • STRUCTURES W END liZATJ7 '4 d PLANE JOINTS EVERY 10 FT. 3• SLOPE t18 S 0.037 CU YO. OR AS INSTRUCTED. 'P'4 R=� • PERL/N• Y Jt . e •—b b■ o `I IRO* ° . • h b, . • s ° L TYPE "B" P.C.C. CURB a GUTTER • z101" _3 " FLAT? 0 - o R-4" SLOPE I'18 4• � . R , moki d - _ q . 4 N 0.05/ Cu PO. • ap• • PER Y/.V. Fr• b e . . TYPE "C" P.C.C. CURB a GUTTER � „ (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) ,..� , b„ �- 24" R= 'I�T FIAT 0 • • • . 10511.11111.—. . ..0 0.03/ CU. r0. -b. • - . o• ■ •• ° 0.O407 CU. YD. PER Z./A/. FT. o TYPICAL SECTION --L ROLLED CURB TYPE "A" tONLY FOR SPECIAL APPLICATIONS AS P.C.C. CURB. APPROVED BY THE CITY ENGINEER) CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. APPROVED: STANDAKD M,a;� 27 19$� PLAN TYPICAL SECTION- ZOO SECTION- P. C.C. CURB 8 GUTTER CIT ENGI EER /PLY- .PEV/ /Olt/ -7 .�!✓. 4 / 73/45414,130 Ant? 43 VA,P/ES — a, to' —I I SLOPE i/Fr i e�T!'P/G4L LOG4T/ON 3�.M/'l UT/L/T r T,PENCH {i/EARENEO P-4Wa JO/NT CASE "A" P/PEFE/PdPED .5/0EA 4LE LOCATION • _ VA�?/ES _ 7UNOBST.PUCTED ,G'�M/N. 4 ,SLDPE i-Fr. '--_..._.____. LOOSE 6.PAVEL 0 A.C 3/"M/N./CC /,PAY!/D/TED IN 771/5 AgEA ,410E741ALK 4 CASE "Zr MAY BE USED: /) WHEN PKONTAGE /.S LESS 7WAN IX 'AND .4AME SECT/ON EX/,STS ON BOTH S/DEJ OF LOT. 2')PO MEANDE,P/NG S/OEH/ALKS. — ---- - -- -- GENERAL NOTES: 45+0.0. �oENAt.0 3 t)CW/CRETE CLAM-.1D-C-t500 5/1 l.)WEAR'ENED PY.ONE.ID.WTJ TO"OTC/1 ------ t¢V I am?"J'/NT AI D/AECTED sr TWE.ENO/N.E.?. S)CU?/AIS CCMFUUNO Si AEL QE 41 R=`,V .P•P.IYED /rA// 1LV OAI ALL P�POPOJEo I // 1/oEw�rx EXPC�CO .r/.C4,4GE, /Me TO THE E047GE�T7l7041 OF J!/R'FrME 6144TE.P. . ,ee do . TYP/CAL S/DEA/AL.IC 1 TRANS/T/ON CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. AP RAVED STD. NO. 67 ,1983 SIDEWALK LOCATION 202 E FF CITY NG N R NOTE: GENERAL NOTES 5conlr►9 /liven to be P/aetcl CURING COMPOUND SHALL BE -1:: i 16' - 20' Prier fo Vare.04.. e` SPRAYED UNIFORMLY ON ALL 0 Surface 4✓2,4er. EXPOSED SURFACES PRIOR TO EVAPORATION OF SURFACE WATER. LI A Alli i P/L'‘. }h 3/4.. I� x �I A x X = 2'-6" For Curb Fctce ^ Under 10" P X = 3-O"For Curb F=cc 10" And Over. Saw Cut :..Si'W :: Exieti - Curb Gu4ief Top Of curb•" =` _ �_ Gut}�GrtdQ ... I -- I bot+om Of Curb....' '."----.- 6 ' - '2 0' ----�- 6. 6 — _-- Curb O. in. = W + 1'-0" ELEVATION Min 5.5` Var. C 1 Slope'IL'I F}. 1 P/� $lopc ��L Fti• -PA- •410— ® ,/'Exp oink .I far d I/4"5w-Join+ ' Slope Wet To Exceed tvh SECTION "A-A SECTION 'A • Ak) Perkwoys Less Thcin 10') ( rk We 9 10' And Grecai'er) WI- Added Gent--/*Sew l'_' /�/�� `1i,1 REV 3 Pewset' SA...d..I A/l �(,`wre-A RE". �'ODi'0�E"pp•Joints fv...D"' COMA Sidae f AaVd A/ofls REV I ConSf A r=r-'r.Tc, P/t. *71 Tee CITY OF SAN 6E12NAQ.DINO -PUBLIC AWO12155 DEPT gppQOVED STANDARD I2ESI DENTIAL July 22 )19 56 N2. D R I �- n Q :44.4. 2O3 V ` '+ O CITY ENGINEE2 P&P( PER IMPROVEMENT • EWALK FINISH I OR GRADING PLAN I ..... 2' N. 7 LG....ED STEEL ANGLE ix 2' .1 ' _i_. /, ...-- ..--....._._._-.------. RECTANGULAR , I FRAME AND.1L r- - MA Cm cunt? / SLOPE '/,... PER CT it COVER N. 0 Cr! 4 INLET 1 INLET I I 100 '41---/ ., ,, .., , ... , TYPE II ' TYPE I _L_' . SLOPE 1,0 I - 1/41.PER FT ir SECTION A-A , MIN 0 • -I 1 ..' ■ I — 3"MIN ' I I I SECTION- INLET TYPE I a —— 2' 1 Lu 0 3 BARS—, 1..! 1.....i"CLEAR I HZ. CD I 1 r*3(e)42"max I ...I .— — —r.— --*—'-4—.. ' _i..— la. . t i • MIN. i , •. r..1 i er SLOPE 1/4" PER FT 0 I 1 I ''' 1 oZ 1 z . „ lity I cl T. 7-- 1 .. SECTION 13-B B 4 B SECTION - INLET TYPE IC POINT P POINT 0 T I y ,r,.."-. HOR I 4 -ANC i I il 0 I I. ,.—.■..■....1 -it ............. —i POINT M POINT N I .."--.. .... - - - A.... PLAN , i0' S 10' - S/2 1 1 II—1_, r----,F.Low LINE ------------ f \s" POINTY POINT N) 1 1 PROFILE L.:." 6POINTPT C GRADE LINE PER PROFILE POINT 0...1'-' ' ''' STEEL LIST NOTES • ANCHOR SIZE SPACING LENGTH s s i SGTAELEVLA GALVANIZED ANGLE . ... 1 I. FLOOR OF 606 TO SE TROWELED SMOOTH ,'-0°1 3- I 2 fa 2"a 1-' 2 W3 7" 2 WHEN THE TOE OF SLOPE IS WITHIN THE R/W, INLET TYPE I BEGINS ., " ., 2'-3" AT THE TOE RATHER THAN AT THE R iva LINE - "i ' .. 3 FOR OPEN DITCH APPROACH(TYPE it) THE 2' EXTENSION IS NOT REQUIRED 2'-O I WHEN THE SACK OF WALK IS 2' OR MORE FROM THE R/W LINE ,. ., l • TOP OF INLET STRUCTURE (TYPE 1 0 II I TO BE FLUSH WITH ADJACENT 3'-0"! " " . 3 : " SURFACE WHERE PRACTtCABLE. 3' " " „ I " 5 • HEADED STEEL STUD I x 611-WITH HEAD 0 I:;" ATTACHED ST • FULL I i .. I ,. 1 6 4'-3 PENETRATION BUTT WELD MAY SE USED AS AN ALTERNATE ANCHOR. • -0"! " . .• I 6 NORMAL CURS FACE A% POINT M AND 0 6+5" AT POINT N AND P 4'-6"! 1" ,31-6 3".±- " I - I 6+" 5'-3" 5" - 6.-01 " i .. ,. .. 3 jr" 6'-9" CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPROVED 3 - /5 - 97 , STANDARD NO. 0°2.1.4F5, dtrAir 4., PARKWAY CULVERT NO. I 400 DIRECTOR OF PUBUC WORKS/ / CITY ENGINEER Al. t ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL m MOUNTED TO SIGNAL POST S., t • NI ABBREVIATIONS ���� ... ���� II Avenue =Ave mow Alley Y �� >> Boulevard =Blvd Center Ctr Circle =Cr 14" BORDER, Xt" FROM Court =Ct CITY LOGO ALL EDGES Drive =Dr Highway =L Y 14" 4" Lane ne Place =PI BLADE Parkway =Rd (SIGNALIZED) ~ r.,„.„.... j 1 1 11 Rood =Rd INTERSECTION State Route =Rte � Street =St Trail =Tr CITY LOGO El 2" Way =Way ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL I BLADE 101 . `A _ . .: •roe . (UNSIGNAUZED) 1 U hit r3/8" INTERSECTION CITY LOGO 14" BORDER, 1i '�" FROM TOP I II DIA & BOTTOM SIGN BLADE MOUNTING �� gyp; HOLE PATTERN a' CITY LOGO 2" ' • 2" 4 NOTE: 24" MIN STREET NAME & NUMBER SHALL 36" MAX N AS BE CENTERED BOTH VERT & HORIZ APPROVED (WITH 2Y; CLEAR ON ENDS) ON SIGN BLADE. MIN LETTER SPACING = 75% 6" (F.H.W.A. STANDARD) 1 (9") SIGN BLADE SHALL BE 8 GAUGE (.128) FLAT ALUMINUM ALLOY WITH `- A,' di DOUBLE FACE FINISH WHITE LETTERS & BORDER ON GREEN BACKGROUND. SIGN BLADE SHALL BE FABRICATED USING HIGH INTENSITY REFLECTIVE SHEETING AND PERIMAN OVERLAY. (SEE SHT 2 FOR INSTALLATION). -dill j w li (14") (18") SIGN BLADE SHALL BE 8 GAUGE (.128) FLAT ALUMINUM ALLOY SINGLE FACED WITH WHITE LETTERS & BORDER ON GREEN BACKGROUND. , SIGN BLADE SHALL BE FABRICATED USING HIGH INTENSITY REFLECTIVE SHEETING AND PERIMAN OVERLAY. (SEE SHT 4 FOR INSTALLATION). 1 T l O I San Beroar I no DETAIL 1 UPDMED. NEMO• A*STD ac 11/1/]007 CITY LOGO, NO. REVISION BY DATE APPROVED CITY OF SAN BERNARDINO APPRO D AI v G,arty STANDARD DEVELOPMENT SERVICES—PUBLIC WORK.S!ENGINEERING NO. 504 S TREE T NAME SIGN , a ENONEER 1 OF 5 ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL BLADE o u E Y e d a 1 (UNSIGNAUZED) INTERSECTION 0 / . 7 I® O . ..... © I, OA ATTACH SIGN BLADES TO SIGNAL POLE AT 98' FROM SIDEWALK USING BRACES WHEN SIGN BLADE IS 36" OR LONGER IN LENGTH. / I I \ O SIGN-TO-SIGN BRACKET; TELESPAR 514TCF200 (FOR SIGNS UP TO Ur LG), II TELESPAR 120TCX200 (FOR SIGNS OVER 18' LG). ( I .l.l- .280" WIDE SLOT, VANDAL-PRUF BOLTS 2NVPA12. II \ / i © POST-TO-SIGN BRACKET; SUPR-LOK 2N97 SQX2. II .280 WIDE SLOT, VANDAL PRUF BOLTS 2NVPA12. I I -' � Op SIGNPOST; TELESPAR 2' SQ 12 GA. HELD TO A 2Y4" SQ x 30' 30 GA. H.D. ANCHOR. 0 (..-c) 0 FOUNDATION; PORTLAND CONCRETE CLASS 500-C-2500 MAX SLUMP-5'. W S U L. m N • W 5 X 2 NOTE: N.ri_ 24' _ 1 USE ZUMAR INDUSTRIES -.....LT 1 (OR APPROVED EQUAL). 2 . DRIVE RIVET ANCHOR: , ' TELESPAR 2Yi" SQ x 30' O H.D. t wDAIED.!LIMED t REMAIN SID eh 11//2007 NO. REVISION BY DATE APPROVED STANDARD CITY OF SAN BERNARDINO APPROVED A/P✓ 6 Zm7 NO. DEVELOPMENT SERVICES-PUBLIC WORKS/ENGINEERING I 504 STREET NAME SIGN CITY EN 2 OF 5 , 66' MIN 1't RADIUS ITY LOGO / WHITE /GREEN (SEE DETAIL) '� e [Fu goo �► 1' WIDE WHITE 4.. 8' 6. BORDER LINE 6" 8 1" BORDER MINA ~~ MIN NON - ILLUMINATED STREET NAME SIGN DETAIL FOR MAST ARM INSTALLATION NTS e :14:;;M, l I I 1 111 San Bernar no DETAIL CITY LOGO NTS NOTE: 1 . SEE SPECIFIC ENGINEERING PLAN FOR PROPER SIGN NOMENCLATURE. 2. FULL—SIZE LAYOUTS OF EACH SIGN LEGEND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 3. SEE SHT 1 OF 5 FOR MATERIAL REQUIREMENTS. 4. SEE SHT 4 OF 5 FOR APPROPRIATE INSTALLATION. 1 UPDATED. REND t REDRAWN STD die 11/4/2007 NO. RWISI.. BY DATE APPROVED CITY OF SAN BERNARDINO APPROVED Noy G, Z I:07 STANDARD DEVELOPMENT SERI/ICES—PUBLIC WORKS/ENGINEERING NO. 504 STREET NAME SIGN ar E�a , OF , 0 CITY STREET SIGN 0 SIGNFIX MEDIUM EXTRUSION (SX0073) 0 3M DOUBLE BACK TAPE 0 SIGNFIX MODIFIED CHANNEL CLAMP (SX 0222) ® STEEL BANDING © MAST ARM BRACKET (SA -1000) (SA - 1000 EXTENSIONS) �� �� ZAP MANUFACTURING, INC. 111111111111 O I VIEW B I I NTS - 1 ALTERNATE I INSTALLATION 0 ci ! ,- U 4 r_ _ _ _ _ � H f/f 2 © z B 4 0 lig B -�. w o • p _ _1 0 r - A z © o L J 'O SIGNAL POST 4 4 t VIEW A MAST ARM • NTS INSTALLATION PREFERRED NOTE: x USE ZAP MANUFACTURING, INC. W (OR APPROVED EQUAL) FOR MAST ARM PREFERRED INSTALLATION. 0 0 USE ZUMAR PRODUCTS (OR APPROVED EQUAL) FOR ALTERNATE INSTALLATION. 1 UPDA1ED. NEMO!REMAIN 310 di tt/l/l007 40. REVISION_ BY D. Y APP;• JAI CITY OF SAN BERNARDINO APPROVED_Nov. c, maw? STANDARD DEVELOPMENT SERVICES—PUBLIC WORKS/ENGINEERING NO. 4.. ' 504 STREET NAME SIGN pn ENGINEER 4 OF 5 F- L_I u• BCR• 2. `- - - - - ---I -STREET c .BCR •� z • - - - - MINOR - ! REET- - - t t BCR \ m m "T" INTERSECTION '+" INTERSECTION "L" INTERSECTION LEGEND • DOUBLE SIGNS WITH OR WITHOUT R-1 ♦ SIGNLE SIGN WITH OR WITHOUT R-1 NOTE: LOCATION OF STREET NAME SIGNS ARE SHOWN APPROXIMATE. ALTERNATE LOCATIONS TO BE APPROVED BY THE ENGINEER. TYPICAL LOCATIONS: ON BCR OF NE & SW CORNER OF INTERSECTIONS. FOR UNNAMED PRIVATE STREETS, THE WORDS PRIVATE STREET' SHALL BE 4- HIGH AND CENTERED WITHIN THE SIGN. MAJOR STREET - ARTERIALS MINOR STREET - COLLECTORS & LOCALS LPOAlE0. NEMO a MUM sfo a. 11/s/2oo7 NO. REVISI•, BY DAT! APPROYSD CITY OF SAN BERNARDINO APPRO ED NOV •7 STANDARD DEVELOPMENT SERVICES-PUBLIC WORKS/ENGINEERING NO. STREET NAME SIGN an ap 504 NO:4-- 3 O 5 • S L LAMP LUMINAIRE HEIGHT(t)I'• ACCEPTABLE POLES TYPE LUMENS (WATTS) (O.E.) POLE(FT) LUMINAIRE(FT) AMERON CENTRECON • 0'b— 70 M-150 23 28 ICI-23F6 MBO-7 -AP6 B 9500 100 M-150 23 26 ICI-23F6 M80-7 -AP8 C 16000 150 M-150 28 30 ICI-28F6 MB0-8.5-AP6 D 22000 200 M-400A 28 30 ICI-28F6 MB0-8.5-AP6 E 27500 250 M-400A 28 30 ICI-28 F6 MBO-8.5-AP6 6 1 LUMINAIRE. O.E. M-I5O/400A CUTOFF,WITH P.E. RECEPTACLE, 240V AC , WITH M.P.S.V. • LAMP(G.E.- LUCALOX). P.E. CONTROL- FISHER PIERCE MODEL 6690 6 1 106-285 VAC). BALAST SHALL BE REGULATOR TYPE. MAST ARM: SHALL BE COMPATIBLE WITH POLE TENON AND CONFORM TO ASTM A120 FOR OALV. STEEL PIPE OR 6063- T6 FOR ALUM. PIPE. POLE I. SHALL BE OCTAGONAL, SYMMETRICALLY TAPPERED, PRECAST/PRESTRESSED CONCRETE, NATURAL GRAY WITH BLACK AND WHITE AGGREGATE, WITH ANTIGRAFFITI SURFACE. METAL MAY BE USED UNDER SPECIAL CIRCUMSTANCES. 2.SHALL BE BASE MOUNTED, DIRECT BURIAL NOT ALLOWED. 3. HANONOLE SHALL FACE CURB. 4. SHALL BE PLUMB, MAX.VARIANCE 0.06"/ff. 5. LOCATION I TO POLE CENTER 1- 2' FROM CURB FACE, 5' FROM OCR, 6' FROM FIRE HYDRANT CENTER, 4' FROM DRIVEWAY EDGE AND OTHER OBSTRUCTIONS. . 6.PROVIDE 4' CLEAR SIDEWALK WIDTH FROM POLE EDGE. 7.BOLT CIRCLE DIAMETER 12 1/2"AMERON, I I I/2"CENTRECON. S.MATERIALS SHALL BE FROM SAME MANUFACTURER ALONG SAME STREET. FUSEHOLDER TRON HEX(240VOLT CIRCUIT) WITH OAF N r, • FUSE, SUSSMAN MFG. DIV. OR EQUAL.FUSE SHALL - t BE RATED AT FIVE TIMES BALLAST LINE CURRENT. - Z (PER SUSSMAN BULLETIN SFN-I I). • Pffri APPLY 3 LAYERS 3M CO. ELEC. TAPE NO. 23 AND ' - 3 LAYERS OF TAPE NO. SS OR EQUAL x W (TYPICAL 4 PL.) r= r---` 1/2" III ( ■ 12" NO.6 AWO. PIGTAIL- IF SERVICE DIRECT 2 .',,N ■ , FROM UTILITY CO. NO- REQUIRED FOR ' - :'- h; I ; S" DISIMILAR METALS. 2, • •. - ' I" • 120/240V CIRCUIT FUSEHOLDER DETAIL 1 CAP DETAIL • L 1 FOUNDATION.I. P.C.C. 560-0-3250 PER SEC. 201 STD. SPECS. FOR P.W. CONST. co / 2.ANCHOR BOLTS I" ■ 36" • 4" (4 1 PER ASTM 02219. Q 30" CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPROVED 4"-/s-- 841 STANDARD NO. STREET LIGHT STANDARD � � . �- SL- I DIR CTOR OF PUBLIC W;-KS/ CITY ENGINEER eV° / PIT 1/4° li & 16" BROOKS NO.3 I/2 PULLBOX,OR APPROVED —'---1.1 EQUAL COVER TO BE INSCRIBED WITH 'STREET LIGHTING' / ) 6„ Qu z w N Q is a _ -.s.e «avoppp. U m P. w v I 1°CRUSHED ROCK 48" W U y a CONDUIT DO NOT PLACE IN DRIVEWAY OR ROAD' m WAY, 3' MIN. FROM FIRE HYDRANT. O. a SPACE EQUALLY ON RUNS NOT TO LOAD a EXCEED 200'. SIDE > w o f SECTION PULLBOX DETAIL O 2 q_ I . ° o G_,_� . , PADMOUNT MOUNTING SLEEVE P.C.C. 560-C-3250, PER SEC. 201 STD. SPECS. FOR P.W. CONST. e • .: . . 2" MIN. CONDUIT TO UTILITY• SERVICE. �. INSTALL 5/8°x 8' BLACKBURN COPPER I 1/2" MIN.CONDUIT • CLAD,OR EQUAL, GROUND CLAMP AND NO. 6 AWG BARE COPPER SOLID (LOAD LINE) ` BONDING CONDUCTOR FOR GROUNDING OF PEDESTAL. 24° SERVICE PEDESTAL DETAIL NOTES: A • I.SERVICE PEDESTAL SHALL BE MYERS ELECTRIC PRODUCTS MEUGQ -M 100C/SS OR EQUAL. 2.CIRCUIT BREAKERS SHALL BE SUITABLE FOR USE ON 120-240 VOLT SERVICE AND SHALL BE APPROVED BY UNDERWRITERS LABORATORY. 3.CABINET SHALL BE BONDED TO CONDUIT WITH COPPER GROUND WIRE EQUIVALENT TO NO. 6 A.W.G. 4. PULLBOX SHALL BE INSTALLED NEXT TO BASE WITH 11/2° CONDUIT MINIUM. 5.CONDUITS SHALL EXTEND INTO CABINET I�• ABOVE FLOOR AND HAVE APPROVED CONDUIT BUSHING. 6. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY FOR 120-240 VOLT SERVICE AND SHALL BE RESPONSIBLE FOR ANY CHARGES BY THE UTILITY FOR ANY WORK. T. PULLBOXES SHALL BE PLACED ON ONCOMING TRAFFIC SIDE OF POLES. TOP TO BE FLUSH WITH ADJACENT GRADE. KNOCK OUT OPENING TO BE SEALED WITH GROUT AFTER CONDUIT INSTALLATION. NO. REVISION APPROVED DATE CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPROVED C-/5-- &¢' STANDARD STREET LIGHT .SERVICE PEDESTAL - ° G�a4; SL-- 2 AND PULLBOX DETAILS CYR TOR OF PUBLIC WORKS/ CITY ENGINEER ` I ^ ` Iw Z w Z I\ m m cc E ce E 150 mm E 150 mm a W r r (6„) ' m I (6") BATTER 3:12 BATTER 3:12 w w 0 0 SLOPE 8.3% E E^ E^ u0`"° 0 1 A1 -200(8) 5)mm A1 -150(6) AND A2-150(6) AND A2-200(8) w w Z J Z c m E D cc E 150 mm 0 W 150 mm 150m a 4_I (6") 6 MIN I (6") 20 mm (3/4") R BATTER 3:12 \ BBOTH ATTER SIDES 3:12 L. • SLOPE 2.0% LEVEL U .4, ( 0._... in lilt) D1 -150(6) AND • 125 mm D1 -200(8) A3-150(6) AND A3-200(8) (1") NOTES: \ 1. THE LAST NUMBER IN THE DESIGNATION IS z THE CURB FACE (CF) HEIGHT, mm (INCHES). E N J #13M x 250 mm E v 150 mm m n 0 1200 mm OC 2. GUTTER WIDTH, W, IS 600 mm (24") , E 6 ) ,v (#4 x 10" 0 4' OC) UNLESS OTHERWISE SPECIFIED. E I ( GROUTED IN PLACE 3. TYPES Al, A2, A3 AND Cl SHALL BE ,� g gra BATTER 3:12 CONSTRUCTED FROM PCC. 0 20 mm (3/4") 4. TYPE D1 CURB SHALL BE CONSTRUCTED FROM ASPHALT CONCRETE. 75 mm (3") i ' 5. TYPE Cl CURB SHALL BE ANCHORED WITH STEEL DOWELS AS SHOWN OR WITH AN EPDXY APPROVED BY THE ENGINEER. 6. ALL EXPOSED CORNERS ON PCC CURBS C1 -150(6) AND C1 -200(8) AND GUTTERS SHALL BE ROUNDED WITH A 15 mm (1/2") RADIUS. STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION MtOYYIWTED er THE STANDARD PLAN WIILIC WORKS STANDARDS NC. CURB AND GUTTER BARRIER /METRIC CREII/SOOK COYYITTEE 120-1 lie4 REV. 19N1 USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET 1 OF 1 51 mm (2") 0 STD STL PIPE, RAILS AND POSTS A `JCAP DETAIL I (6) mm i v <NOTE 5 SLIP JOINTS 460 mm E (18") 1 E — NON—SHRINK GROUT EXPANSION a i 460 mm `TOP OF WALL JOINT 1(18") \�� �:l 230 mm END LO , 1(6")mm (9") MIN — V Z E 75 mm V A E 5 iE (3") MIN 0 �..� ° ` N`" TYPE A SECTION A-A i!1 O CV v 51 mm (2") 0 STD PIPE, RAILS AND POSTS + I • SLIP JOINTS 36. mm (14") i IV 1 I 1 (14,)m 1.----) I (14')mm f W. TYPE B -.N" B SECTION B-B RAILS "ICKETS C 51 mm (2") 0 13 mm (1/2") 0 STD PIPE STD PIPE t a -• .'MI,II 111111 , E E O N O N . 106 mm 1 ' n 1 L i (4") 100 mm w(4") CLEAR POSTS 64 mm (2-1/2") 0 C SECTION C-C STD PIPE OR TYPE C 51 mm (2") 0 EXTRA STRONG PIPE ELEVATION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY 111E STANMETTRICPLAN PUBLIC WORKS STANDARDS INC. METAL HAND RAILINGS °KS COMMITTEE 606-2 1993 REV. 1996, 2003 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 3 • TOP RAIL DETAILS /"."---y,- SHEET 3 \ 460 mm (18") r, ` ���� WELD ALL AROUND- 460 mm (4") CLEAR SEE NOTE 5 (18")r__ i---- I I TREAD WIDTH 305 mm r !(12") BACK OF I��SIDEWALK•SEE SHEET 1 FOR ____-' k%" T, . BOTTOM RAIL, POSTS, PICKETS, AND POST 1 L-- • 51_, EMBEDMENT �_I � ,� t00 mm . ' E^ (4") CLEAR L__4.., ! co I ---, c0 ', I \�. 1 1 i STAIR CURB , i 1 L___2. TYPE A TYPE C HANDRAIL INSTALLATION ON STAIRWAYS 125 mm DRIVE-ON STEEL (5 ) END CAP 75 mm I I (1/4") w 1 Al CL - n - E I- E^J / . . . O 6 mm 1 4 ■ SLIP JOINT DETAIL CAP DETAIL FOR RAIL END NOTES: 1. USE TYPE C WHERE ADJACENT GRADE IS MORE THAN 760 mm (2'-6") BELOW LANDING OR SIDEWALK FINISHED SURFACE. 2. RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL PIPE. 3. PROVIDE SLIP JOINTS AT STAIRWAY EXPANSION JOINTS, 7.3 m (24') MAXIMUM. 4. MAXIMUM SPACING OF POSTS SHALL BE 2.440 m (8'-0") ON STRAIGHT ALIGNMENTS, AND 1.830 m (6'-0") ON CURVED ALIGNMENTS WITH LESS THAN 9.1 m (30') RADIUS. MAKE SPACING UNIFORM BETWEEN CHANGES IN ALIGNMENT. 5. WELDS SHALL BE SLOT OR FILLET WELDS EQUAL TO THICKNESS OF PIPE. WELD ALL JOINTS ALL AROUND. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMETRICPLAN METAL HAND RAILINGS 606-2 SHEET 2 OF 3 D 25 mm (1") 0 STD PIPE c 'rte ,•.� AL(1") 0 PE FRONT 0 SECTION D-D • UPPER RAIL a-- POSTS PER 51 mm (2") 0 SHEET 1 STD PIPE TOP RAIL TYPE 1 I 41 mm (1 1/2") cNI 25 mm (1") 0 STD PIPE OR APPROVED EQUAL FRONT SECTION E-E TOP RAIL TYPE 2 fir i. 305 mm (12") 1 RIP RAIL 1 ss 2 25 mm (1") 0 •/ • (1 1/2") F '11TPIPE WALL la FRONT y► SECTION F-F BRACKETS EACH 2.44 m (8'-0") OR AS SHOWN ON PLANS. MOUNT TOP BRACKET ABOVE TOP STAIR NOSE. WALL-MOUNTED HANDRAIL STANOAR PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION METRIC METAL HAND RAILINGS 606-2 SHEET 3 OF 3 CALIFORNIA MUTCD STANDARDS California MUTCD t Page 3A-7 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-104 (CA). No Passing Zones - Two Direction DETAIL 21 POLICY ~ j Two-direction no-passing pattern for use on L two-lane streets and highways normally used on I IT local streets and highways). See Note 2. �► 75 mm(3 in) DETAIL 22 7.32 m(24 ft) I 7.32 m(24 ft) ❑ ❑ ❑ 50 mm(2 in) Two-direction no-passing pattern with pavement I—_75mm(3in) markers for use on two-lane streets and I I-50 mm(2 in) highways. See Notes 1 and 2. ❑ ❑ ❑ DETAIL 23 7.32 m(24 ft) I 7.32 m(24 ft) ❑0 0 0 0 0 ❑ 0 0 0 0 0❑—_75 mm(3 in) Alternate to Detail 22. For use with either Detail 000000 0I000000 4or Detail 7. 1.22m(4ft)—I I— —1 I-1.12m(4ft) 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 line shall be placed between the 100 mm (4 In) yellow lines on State highways and may be placed on streets and highways under local jurisdiction. LEGEND I 100 mm(4 in)Yellow ❑Two-Way Yellow Retroreflective Markers --► Direction of Travel 0 Non-Retroreflective Yellow Markers NOT TO SCALE Chapter 3A-General September 26,2006 Part 3-Markings California MUTCD Page 3A-5 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-102(CA). Lane Lines - Multilane Highways FOR SPEEDS 65 kmlh (40 mph)OR LESS POLICY DETAIL 8 Lane Line pattern for use on multilane streets 14.64m(48 ft) and highways (normally used on local streets 2.1410 5.1810 2.14m 5.18m 2.14m and highways). -0. (7 ft)I (17 I 117 ft) (17 ft) (7 ft) 0 L DETAIL 9 Lane Line pattern with pavement markers for use 14.64m148ft) on multilane streets, highways and freeway 2.5910 2.1410 518m 2.14m 2.59m ramps. ( (8.5 ft) I (7 ft) (17 ft) (7 ft) (8.5 ft) 0 O O 0 DETAIL 10 Lane Line pattern with pavement markers for use 14.64m(48ft) on multilane streets, highways and freeway 244 m 2.44 m 4.88 m 2.44m 244m ramps. (8ft) I (8 ft) (16 ft) (8 ft) (8 ft) 0 000 000 0 "'0. .1 k 1.22 m(4 ft) 41 I- 1.2210(4 ft) FOR SPEEDS 70 km/h (45 mph)OR MORE DETAIL 11 Lane Line pattern for use on multilane streets 14.64m(48ft) and highways (normally used on local streets and highways). 3.66m(1211)1 10.98m(36ft) 3.66m(1211)1 I I I I -► DETAIL 12 Lane Line pattern with pavement markers for use 14.64m(48ft) on multilane conventional streets and highways, State freeways, expressways, freeway ramps, -O 5.49m(18ft) 13.66m(12ft)I 5.49m(18ft) freeway to freeway connectors and collector 0 I I 0 roads. See Detail 14A. DETAIL 13 Lane Line pattern with pavement markers for use 14.64m(488) on State freeways,expressways,freeway ramps, freeway to freeway connectors and collector -0.• 1 5.49m(1810 I3.66m(12 ft)1 5.49m(18ft) roads. See Detail 14. all 0000 v -0. •{ I- 1.12m(4ft) DETAIL 14 Lane Line pattern with red-clear pavement 43.92m(144ft) markers shall be used on freeways approaching 14.64m(48ft) 14.64m(488) 14.64m(4811) exit ramps. Detail 14 is used with Detail 13 and Detail 14A is used with Detail 12, in a pattern of a 0000 0 0000 a 0000 a four red-clear pavement markers,at intervals as 3.66 m 1.22 m(4 ft) shown. DETAIL 14 w 14A p2 It) DETAIL •CLEAR MARKER PATTERN DETAIL 14A 4392 m(144 ft) ~ - -1 ~ 14.64m(48ft) 14 64m(41111 14.64m(48ft) - a I I a I 1 a 1 1 a - 08 In 0110 ___ppl..___.,_ 3.66m 3.66m 3.66m '112221.41 iI7Yrj 70- (128) (128) (12ft) uun pun) (14210 LEGEND DETAIL 12 or 13 1 1 100 mm(4 in)White 0 One-Way Clear Retroreflective Markers 0 Non-Retroreflective White Markers Direction of Travel CI Red-Clear Retroreflective Markers NOT TO SCALE Chapter 3A-General September 26,2006 Part 3-Markings California MUTCD Page 3A-11 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-108 (CA). Two-Way Left-Turn Lanes DETAIL 31 POLICY Two-way left-turn lane pattern for use on streets and highways (normally used on local streets and highways). See Note 2. f 1 75 mm(3 in) 36626 Om 3•6m 3�3.tOm(tOft)to3.66m(12ft± k)I 10.98 m(36 k) I (12 k)I 10.98 m(36 k) I (12 k) 75 mm(3 in) 1 1- -► DETAIL 32 POLICY Two-way left-turn lane pattern for use on streets and highways. See Note 2. 29.28 m(96 k) 7.32 m(24 ft) I 7.32 m(24 ft) 1 7.32 m(24 k) I 7.32 m(24 ft) 7.32 in(24 ft) I 7.32 in(24 ft) ❑ ❑ ❑ ❑ ❑ ❑ ❑1=50mm(2 in) ( _75 mm(3 in) I3 5.49m(18ft) (12 ft)I 5.49m(18ft) I 5.49 m(18 ft)I 3662641 5.49m(18ft) I 5.49m(18 ft)j 3662641 I 5.49m(18ft) I 3.10m(10ft)to3.66m(12ft)t ❑ C3 ❑ = = ❑ -75mm(3in) I l_ -_50mm(2in) ❑ ❑ ❑ ❑ ❑1 ❑I 7.32 m(24 ft) " I 7.32 m 124 ft) I 7.32 in(24 ft) 7.32 in(24 k) 29.28 m(96 8) DETAIL 33 POLICY Two-way left-turn lane pattern for use on streets and highways. 29.28 in(96 ft) 1.32 m(24 ft) I 7.32 m(24 8) 7.32 m(24 k) I 7.32 m(24 ft) 7.32 m(24 ft) 7.32 m(24 ft) ❑00000❑00000❑00000❑00000❑00000❑00000❑_7smm(3 in) -i F 00 00 I m(4ft► 10.98m(36ft) 00 00 ❑ 00 00 _ 5.49m(18ft) I I 5.49m(18ft) I 5.49m(18ft) I 4126 I 5.49m(18ft) I 5.49m(18ft) I 3(1.667 ft) I 3.05m Cie ft)to3.66m(12 ft)t 2 _ 000Q 1.22m(4ft) ❑ 0000 10 98 0000 ❑_ 75 mm 0 in) 000000 000000 000000 000000 000000 000000 --► 1 1-1.22m(4ft) -I 1-1.22m(4k) -I k.22 m(4ft) 1.22m(4ft)-I I- 29.28 in(96 ft) NOTES: 1. Pavement markers shown off the solid line in Detail 32 may be placed on the line. 2. A 75 mm(3 in)black line shall be placed between the 100 mm(4 in)yellow lines on State highways and may be placed on streets and highways under local jurisdiction. LEGEND mom 100 mm(4 in)Yellow ❑1Wo-Way Yellow Retroreflective Markers ∎► Direction of Travel 0 Non-Retroreflective Yellow Markers NOT TO SCALE Chapter 3A-General September 26.2006 Part 3-Markings California MUTCD Page 3A-16 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3A-112(CA). Channelizing Line and Lane Line/Centerline Extensions DETAIL 38- Channelizing Line POLICY Typical channelizing line for use on Left-Turn or 200 mm(8 in)White Line _ Right-Turn lanes on State highways. Pavement —50mm(21n) Markers when used should be place on the [� [1 0 through traffic side only. I 7.32 m(24 ft) I 7.32 m(24 ft) I Through Traffic —► DETAIL 38A- Channelizing Line Typical channelizing line for use on Left-Turn or 200 mm(8 in)White Line Right-Turn lanes on local streets and highways and freeway off-ramp terminals. DETAIL 388 -Channelizing Line at Exit Ramps 0 —5omm(2in) Typical channelizing line for use on Exit Ramps. Pavement Markers as shown may also be placed 200 mm(8 in)White Line _ on the line. 5Omm(2in) 7.32 m (24 ft) I 7.32 in(24 ft) I DETAIL 38C-Alternate to Detail 38 and 38B 1888881888881 e to E 1.32 m(24 ft) DETAIL 39-Bike Lane Line 150 mm(6 in)White Line DETAIL 39A-Bike Lane Intersection Line 1 30 m(1001t)to 60 m(200 ft) I Intersedion I2.44m 1.22m (8 ft) I (4 fl) I 150 mm(6 in)White Line DETAIL 40-Lane Line Extension Through Intersections 0 I I Q The Lane Line Extension Through Intersections 10.30 nd 1.83 m I line is used to extend the lane line through an (1 ft)I (6 ft) 100 mm(4 in)White Line intersection that might otherwise be confusing to the motorist. DETAIL 40A-Alternate to Detail 40 O O QO O O O 1.22 m 1 (4 ft) Non-Retroreflective White Markers DETAIL 41 - Centerline Extension Through Intersections The Centerine Extension Through Intersections 10.30 ml 1.83m 1� line is used to extend the centerline through an (1 ft) (6 ft) 100 mm(4 in)Yellow Line intersection that might otherwise be confusing to the motorist. DETAIL 41A-Alternate to Detail 41 O O O O O O 1.22 m 1 NOT TO SCALE (4 ft) Non-Retroreflective Yellow Markers LEGEND White Line 0 Non-Retroreflective White Markers Direction of Travel ) I Yellow Line 0 Non-Retroreflective Yellow Markers 0 One-Way Clear Retroreflective Markers Chapter 3A-General September 26,2006 Part 3-Markings California MUTCD Page 9C-14 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 9C-6(CA). Example of Optional Word and Symbol Pavement Markings for Bicycle Lanes 53 0. m (21 in) 1.52 m(5 ft) —►� ---150 mm(6 in) 150 mm(6 in) Grid 100 mm BIKE LANE ARROW (4 in) 50mm 1.02m (2 in) 144— (40 in) —� • 1.95 m(6.5 ft) _100 mm (4 in) 50 mm (2 in) 100 mm(4 in) Grid NOT TO SCALE BIKE LANE SYMBOL NOTE: The design details for various arrows and symbols are also shown in the Standard Plans published by the Department of Transportation. Chapter 9C—Markings September 26,2006 Part 9-Traffic Controls for Bicycle Facilities California MUTCD Page 3B-61 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 3B-20 (CA). Examples of Elongated Letters for Word Pavement Markings (Sheet '1 of 2) _ . - - I -, III 1 00 mm ... 200 mrn 3 jt 2 3 200 mm 18 ) ...1 ,.trO Om) CS in) 100 mm 100 mm 130 mm 100 mm (4 In) (4 MI (4 in) (4 In) ll ..& - -- - - -- IL — .. 0 — .. . ___ ..... ,,,. 01 In) ■ 2wmm fl. 50 mm 100 mm 100 mm 100 mm (2 In) 14 MI (4 In) (4 In) .."\ ■ %• V V il3 2°0=r; n:- ../2° i 1■J'is 1T1 200 mrn (8 i 1.1 _ 200 mon (8 llib& r 100mm 100mm 100mm 100mm 4m1 14 m) (4 in) (4 in) .. ■ ML v. V LI:111 111 1 .111S 217 V VI 1 200 mm 1 211 im '.. III 200 mm (8 In) 181n) 100 mm 100 mm 100 mm 100mm (4 in) (4 in) (4 in) (4 in) NOT TO SCALE NOTES: 1. All letters and numerals should be in conformance 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. Chapter 3B—Pavement and Curb Markings September 26,2006 Part 3-Markings • California MUTCD t Page 9C-18 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 9C-102(CA). Examples of Bicycle Lane Treatment Where Vehicle Parking is Prohibited/Permitted WHERE VEHICLE PARKING IS PROHIBITED Centerline or Lane Lin 30 m(100 R)to 60 m(200 ft) See Figure 9C-101(CA) r 1. � J' ' 12 A '' il+ .R il'ii'�:i,f. 4,,, - x4 '4-' �e`-:' tg .:* ak '."k*, ra}t - tom' 5 F F R81(CA) Curb or Edge of Pavement 1.2 m(4 ft)Minimum ' , r Without Gutter r N O 1.5 m(5 ft)Minimum 8 Nth Gutter OR PARKING R26(CA) BIKE ANY o11.1 I�JJ��CCJJ -) LANE TIME BIKE ROUTE R7-9a M7-1 R81(CA) BIKE LANE, WHERE VEHICLE PARKING IS PERMITTED 30 m(100 ft)to 60 m(200 ft) . Centerline or Lane Lin See Figure 9C-101(CA) �. R . # ,, -,,t-_,. r ti . r.* �c4 z 5 ..,,,,, a -4,.vl.y : ,-k .,,, a o_i'r �:. : ,rig s-^zS.„ .t: ",� ;,-.,4 x 't ,.a,s xax. .r.,a�r �,44,F i<,s ra` _ Irk •as-av 0.1 -. .. .. u w I .'h ....+' sw�F-...4+e w-5....a.a+.tiY1".t <'.fs.n�n9 .. .n.6xat‘ri ,.....71', t'-:''.''".'::::5::-'':4 F R81(CA) Curb or Edge of Pavement pi :: + 100 mm(4 in)White Markings(Optional) l)11.1&M7-1 100 mm(4 in)White Markings •WITHOUT PARKING STALLS WITH PARKING STALLS NOT TO SCALE NOTE 1: 3.3m(11 ft)Minimum for Rolled Curb 3.6m(12 ft)Minimum for Vertical Curb Chapter 9C—Markings September 26,2006 Part 9-Traffic Controls for Bicycle Facilities California MUTCD Page 2B-57 (FHWA's MUTCD 2003 Revision I,as amended for use in California) Figure 2B-1. STOP,YIELD, Speed Limit,FINES HIGHER, and Photo Enforcement Signs \ YIELD STOP TO ONCOMING l / MI TRAFFIC J R1-1 R1-3 R1-4 R1-2 R1-2a 'WI SPEED S -UC LIMIT OR •� CID so • ` OR ,Arai.; :,, , ,,,,,,,, R2-1 R2-2 NIGHT NIGHT OR (7� km/h) FINES TRAFFIC LAWS PHOTO L. �� HIGHER PHOTO ENFORCED ENFORCED R2-3 R2.6 R10-18 R10-19 Figure 28-1 (CA). STOP, YIELD, Speed Limit, FINES HIGHER, and Photo Enforcement Signs ,3 5 END SPEED SPEED 3 5 ENFORCED ENFORCED ZONE BY BY RADAR AHEAD LIMIT RADAR ENFORCED AIRCRA R2-4 (CA) R3 (CA) R48 (CA) R48-1 (CA) R48-2 (CA) SPECIAL DRIVING ZONE DOUBLE RED LIGHT• BEGINS HERE FINE SPECIAL VIOLATION DOUBLE ZONE DRIVING ZONE PHOTO FINE ZONE ENDS HERE ENFORCED FINE . . • SR53 (CA) SR54 (CA) SR55 (CA) SR56 (CA) SR58 (CA) Chapter 2B—Regulatory Signs September 26,2006 Part 2-Signs California MUTCD Page 2B-77 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 2B-96(CA). California No Parking Signs (Sheet I of 2) OK NO NO NO TO PARKING STOPPING PARK PA L PARK OFF ANY ANY ON BRIDGE PAVEMENT TIME TIME . ■ ■ R22 (CA) R24 (CA) R25 (CA) R26 (CA) R26(S) (CA) NO NO NO NO PARKING STOPPING PARKING PARKING STOPPING ANY ANY HERETO HERE TO FIRE TIME TIME CORNER CORNER LANE • . , . R26A(CA) R26A(S) (CA) R26B (CA) R26C (CA) R26F (CA) TOW-AWAY 1 1 ' N 0 NO NO PARKING PARKING PARKING STOPPING PARKING ON ON ANY TIME ANY TIME ANY TIME BRIDGE BRIDGE 4 f....." . 1 . R26J (CA) R27 (CA) R27A(CA) R28 (CA) R28(S) (CA)en NO STOPPING NO NO NO PARKING 7 10 AM PARKING STOPPING VEHICLES 4 7 PM PARKING ANY TIME ANY TIME OVER FT PAN 7''9AM•f. f. HIGH IOAN 4PM1 4' 6PM R28A(CA) R28A(S) (CA) R28B (CA) R29 (CA) R30 (CA) CNO PARKING NO STOPPING HOUR 30 PARKING 4AN 5AM 174 6 PM MINUTE HOUR PARKING PARKING Am 6PM 2 PARKING HouR Q PARNING1 TAM, 6PM 7AM 6PM 4 9AM 6PM 9AM 4 PM i , S. - ,I R30A(CA) R31 (CA) R31(S) (CA) R32 (CA) R32A(CA) TOW AWAY TOW-AWAY TOW AWAY RUNG, NO STOPPING NO RAKING NO SIOPI'ING 4AM' SAM HOUR; 4 6PM 4 6PM SPARKING NO PARKING 2 HOUR HOUR PARKIN PARKING 17m4 6PM! 9AM 4PM 9AM' 6PM i 9AM 4PM R32B (CA) R37 (CA) R38 (CA) R38(S) (CA) Chapter 2B—Regulatory Signs September 26,2006 Part 2-Signs California MUTCD Page 9B-9 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Figure 9B-2 (CA). California Regulatory Signs for Bicycle Facilities CA) 1 BICYCLES BIKE PATH NO MOTOR-DRIVEN BICYCLES IAD MOTOR CYCLES PUSH BUTTON VEHICLES MUST ' MUST FOR OR GREEN LIGHT MOTORIZED EXIT EXIT 4........ BICYCLES ` 1 R44A (CA) R44B (CA) R44C (CA) R62C (CA) $cpE) END BIKE LANE BEGIN R81 (CA) R81 A (CA) R81 B (CA) (This space left intentionally blank) Chapter 9B—Signs September 26,2006 Part 9-Traffic Controls for Bicycle Facilities California MUTCD Page 2B-98 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Table 2B-101(CA).California Regulatory Signs(Sheet 1 of 6) California MUTCD California MUTCD Code Code Title of Sign Section R4{CA) R1-1 STOP 28 .007, 2B.05, 2B.06, R1 2(CA) R1-2 YIELD 28.08,2B.09, 2B.10 R1 3(CA) R1-3 4-WAY 2B.04 R1 4(CA) R1-4 ALL WAY 2B.04 R2(CA) R2-1 Speed Limit 2B.13, 2B.18 R2-4(CA) None Speed Zone Ahead 2B.13 R3(CA) None End Speed Limit 2B.13 R4(CA) M4-4 TRUCK 28.13, 2B.14 R6-3(CA) None TRUCKS, 3 AXLES OR MORE 55 MAXIMUM 2B.13 R6-3A(CA) None TRUCKS 3 AXLES OR MORE RIGHT 2 LANES ONLY 2B.13 R6-4(CA) None ALL VEHICLES WHEN TOWING 55 MAXIMUM 2B.13 R6-4A(CA) None ALL VEHICLES WHEN TOWING RIGHT 2 LANES ONLY 2B.13 R7(CA) R4-7 Keep Right 2B.33 R8(-GA} R4-10 RUNAWAY VEHICLES ONLY 2B.32 R10(CA) R6-1 ONE WAY 2B.37 R1.9A(CA) R6-2 ONE WAY 2B.37 R11(CA) R5-1 DO NOT ENTER 2B,34 R11,4(CA) R5-1a WRONG WAY 28.34,28.35 R13(CA) R10 11a NO TURN ON RED 2B.45 R13A(CA) None No Right Turn on Red 2B.26,2B.45 R13B(CA) None No Left Turn on Red 2B.45 R15(CA) R3-3 NO TURNS 2B.19 R3-1 No Right Turn 2B•19 R17(CA) R3-2 No Left Turn 2B•19 R18(CA) R3-7 RIGHT(LEFT) LANE MUST TURN RIGHT(LEFT) 2B:20,28.21 R18A(CA) None RIGHT(LEFT) LANE MUST EXIT 2B.21 R18B(CA) None RIGHT(LEFT) LANE FREEWAY ONLY 2B.21 R20(CA) R12-5 Weight Limit 2B.36,2B.49 R20-1(CA) None No Trucks Variable Message 28.36 R20-1A(CA) None NEXT RIGHT Plaque 2B.36 R20A(CA) None Weight Limit 2B.49 R28B(CA) R5-2 No Trucks 2B.36,2B.49 R20D(CA)Series None Truck Exclusion Plaques 2B.36, 28.49 R2OH(CA) None Truck Length Limit 28.36 R21(CA) None Bridge Speed and Weight Limit 2B.36 R22(CA) None OK TO PARK ON BRIDGE 28.39 R23(CA) None NO FISHING(JUMPING)FROM BRIDGE 2B.101(CA) R24(CA) None PARK PARALLEL 2B.39 R25(CA) None PARK OFF PAVEMENT 28.39 R26(CA) None NO PARKING ANY TIME 28.39 R26(S)(CA) None NO STOPPING ANY TIME 2B.39 R26A(CA) None NO PARKING ANY TIME 28.39 R26A(S)(CA) None NO STOPPING ANY TIME 2B.32, 2B.39 Chapter 2B-Regulatory Signs September 26,2006 Part 2-Signs California MUTCD Page 2B-101 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Table 2B-101(CA).California Regulatory Signs(Sheet 4 of 6) California 1 MUTCD Title of Sign California MUTCD Code 1 Code Section R79(CA) None AUTOS&PICKUPS SNOW TIRES OK-CARRY CHAINS 2B.39 R80-1(CA) None 4-W DRIVE WITH SNOW TIRES OK-CARRY CHAINS 2B.39 R81(CA) None Bike Lane 9B.04 R81A(CA) None BEGIN 9B.04 R81 B(CA) None END 9B.04 R82-1(CA) None CARPOOL LANE AHEAD MILE 2B.26 R82A(CA) None Specific Hours/Days Plaque 2B.32 R82B(CA) None Specific Hours/Days Plaque 2B.26 R84-1(CA) None END CARPOOL LANE 2B.26 R84-2(CA) None CAR POOL LANE ENDS_MILE 2B.26 R86(CA) None LEFT LANE CARPOOLS ONLY Specific Hours/Days 2B.26 R86-2(CA) None LEFT LANE CARPOOLS ONLY 2B.26 R86-3(CA) None LEFT LANE CARPOOLS ONLY Specific Hours/Days 2B.26 R87-1(CA) None CARPOOLS ONLY OR MORE PERSONS PER VEHICLE 2B.26 R87 2(CA) None Route Shield CARPOOLS ONLY._OR MORE PERSONS 2B 26 PER VEHICLE R88(CA) None LEFT(CENTER OR RIGHT) LANE DO NOT STOP(BUSES 2B.26 ONLY) R89(CA) None 1 CAR(2 CARS) PER GREEN 28.26 R89-1(CA) None 1 CAR(2 CARS)PER GREEN EACH LANE 2B.26 R89-2(CA) None 1 CAR(2 CARS) PER GREEN THIS LANE 2B.26 R89-3(CA) None RIGHT(LEFT) LANE THIS SIGNAL 2B.26 R90(CA) R10-6 STOP HERE ON RED 2B.26,2B.45 R90-1(CA) None ALL VEHICLES STOP ON RED 2B.26 R91(CA) None LEFT(RIGHT OR CENTER)CARPOOLS_OR MORE 2B.26 ONLY Specific Hours/Days R91 1(CA) None LEFT(RIGHT OR CENTER)CARPOOLS OR MORE 2B.26 ONLY WHEN METERED R91 2(CA) None (HOV)NO TRUCKS OVER 5 TONS OR VEHICLES WITH 2B.26 TRAILERS R91-3(CA) None LEFT(RIGHT OR CENTER) CARPOOLS_OR MORE 2B.26 ONLY R91B(CA) None AUTOS/PICKUPS 2 SEATERS WITH 2 PERSONS OK 2B.26 R92(CA) None BUSES ONLY CARPOOLS OK Specific Hours/Days 2B.26 R93-2(CA) None CARPOOL IS_OR MORE PERSONS PER VEHICLE 2B.26 R93A(CA) None VEHICLES WITH DMV CLEAN AIR DECAL OK 2B.26 R94(CA) None Mandatory/Optional Carpool Movement Lane Control 2B.26 R95(CA) R5-6 No Bicycles 2B.36,9B.08 R96(CA) R9-3a No Pedestrian Crossing 2B.36, 2B.44 R96B(CA) R9-3b USE CROSSWALK 2B.44 R98(CA) R6-3a Divided Highway Crossing(T) 2B.38 R98A(CA) R6-3 Divided Highway Crossing(4-Leg) 2B.38 R99(CA) None Disabled Parking Only 2B.39 R99n CA R7 8a, VAN ACCESSIBLE 2B.39,2B.40 ( ) R7-8b Chapter 2B-Regulatory Signs September 26,2006 Part 2-Signs California MUTCD 1 Page 2B-92 (FHWA's MUTCD 2003 Revision 1,as amended for use in California) Table 2B-1. Regulatory Sign Sizes (Sheet 1 of 5) MUTCD Conventional Sign Code Section Road Expressway Freeway Minimum Oversized Stop R1.1 28.04 750 x 750 900 x 900 - 600 x 600 1200 x 1200 (30 x 30) 136x36) (24 x 24) (48 x 48) Yield R1-2 28.08 900 x 900 x 900 1200 x 1200 1500 x 1500 750 x 750 136x36x36) (48x48x48) (60x60x60) (30x30x301 To Oncoming Traffic R1-2a - 600 x 300 - - (24x12) . 4-Way R1.3 28.04 300 x 150 - - - - (12 x 6) All Way R1-4 28.04 450 x 150 - - - - (18 x 6) Yield Here to Peds RI-5 28.11 450 x 450 - - - - (18 x 18) Yield Here to Pedestrians R1-5a 28.11 450 x 600 - - - - (18 x 24) - ' In-Street Ped Crossing R1-66a 2B.12 300 x 900 - - (12 x 36) Speed Limit(English) R2-t 28.13 600 x 750 900 it 1200 1200 x 1500 - - (24 x 30)_ _(36 x 481 (48x60) g Metre) 82-4- 2843 69944-090 (39944-1360 4299444666 - - (24•.3r) 136.44-64) (1-8 66) 42-2 24344 6064(-699 943044-900 - - (EnglieH) (24-x-24) (36-1436L 148-44- ) 4 etlkiw+it R2-2 2844 629--i* +.36.44-42j 44844-64) - Night Speed Limit R2-3 2B.15 600 x 600 900 x 900 1200 x 1200 - - (English) (24 x 24) (36 it 36) (48 x48) Night a0eeg Est 4i2-2 28-44 6094r-740 969414666 128•41-4266 - - +Mekiei (24-4130) 136-a4+2) 446.41-644 Minimum Speed Limit R2-4 28.16 600 it 750 900 it 1200 1200 x 1500 - - (English) (24 it 30) (36 x 48) (48x60) A2-4 2846 600-it 000 060-4-1360 1209-x-4660 - - 4Me4t+e4 (24-1-36) 6364(4.44 148-*-664 Combined Speed Limit R2-4a 28.16 600 it 1200 900 x 1800 1200 it 2400 - - (English) (24 x 48) 136 it 72) (48 x 961 I R2-4w 2846 600.4-1.369 99241-4469 4-20944-2660 - - +Me444e4 (.24.41-644 (36-14-78) (4844-1021 Fines Higher R2-6 28.17 600 x 600 900 it 900 1200 x 1200 - - (24x24) (36x36) (48x48) Turn Prohibition R3.1.2.3.4. 28.19 600 it 600 900 x 900 - - 1200 x 1200 18 (24 x 24) (36 x 361 (48 x 48) Mandatory Movement R3-5 senes 2B21 750 x 900 - - - - Lane Control (30 it 361 Optional Movement R3-6 28.22 750 it 900 - - - - Lane Control (30 it 36) Mandatory Movement R3.7 28.21 750 it 750 - - - - Lane Control (30 it 30) Advance Intersection R3-8.8a.8b 28.23 variable it 750 - - - - Lane Control (vanable it 301 Two-Way Left Turn Only R3-9a 28.24 750 it 900 - - - - (overhead mounted) (30 it 36) Two-Way Lett Turn Only R3-9b 28.24 600 x 900 - - - 900 it 1200 (ground mounted) - (24 it 36) (36 it 48) Reversible Lane Control R3-9d 28.25 2700 x 1200 - - - - (symbol) (108 x48) Reversible Lane Control R3-9t 28.25 750 x 1050 - - - - (ground mounted) (30 it 42) Advance Reversible R3.9g.9h 28.25 2700 x 900 - - - - Lane Control (108x36) Transition Signing End Reverse Lane R3.91 2B.25 2700 it 1200 - - - - (108 it 48) 28,26 760411669 000-6-1600 4868444W - - oun4e444 (a0-4-42) (26-it4.0) (7841-06) 28,26 760-*4060 - 106041-2400 - - Igratiad-reeurrged) (384r-42) 178-a4364 *- Includes Arterial Highway(Street)as defined in Section 1A.13. Chapter 2B-Regulatory Signs September 26,2006 Part 2-Signs PROJECT LOCATION SURVEY DOCUMENTS 7, tee 269% 1 r 12c.r-Lockeici IV. \l /s_; - s4- f 6- g i O Z '99 3t/ Lead E racK 38 — /n arb Ns r"'' 4 1h ,Pad I /awl Screw Nf1 ScrG� ,C.--14 I7a0 Po in i �► r , o syl2 3687 33 y/ g/ \ / , P . - 4-Pr."?' • (it C,5.. ),;14) 33$/ 0.1 rote,: %IrJ SS 'fee z°94i 36 9 - -ri es. 7.-17.8q1 .0 T.0.41//5 / SCre to) 1f in Pact r' ,Screw i.1 A ,,,e.. Scre( -, if) /at J 360 ✓S' = - c-� /"r.P. (k: E a:t4) 2 i/ 99 Svrrsy 23 e ... / 30 se it, 63 � T SFr C. ass 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)tem (2.), above. Prior to the start of any construction work, the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. B. AFTER CONSTRUCTION AND PRIOR TO RECORDING NOTICE OF COMPLETION 1. All covered and disturbed monuments shall be reset with the same or more durable type of monument as the original, in the surface of the construction. Key monuments shall be a minimum 1" inside diameter iron pipe of appropriate length. 2. A monument box or other protective structure is recommended to be placed around key monuments (section corners, quarter section corners). 3. The authorized surveyor shall properly complete a Corner Record of Record of Survey for all set monuments with a change in character, including tag number, and submit it to the County Surveyor for review, signature and filing. NOTE: Parentheses above indicate changes to original text. CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this 1+1.—day of N1 o vcmht✓ , 2002, between the City of San Bernardino(owner and hereinafter"CITY"),and C ii \eccj C'ons4yvcfi('A-. Znc, (hereinafter "CONTRACTOR"). 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged, the CONTRACTOR agrees with the CITY, at the CONTRACTOR's own proper cost and expense in the Special Provisions to be furnished by the CITY, to furnish all materials, tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD ( SS 06-35) in strict conformity with Plans and Special Provisions No. 11428 , and also in accordance with Standard Specifications for Public Works/Construction, 2008 Edition, on file in the Office of the City Engineer, Public Works Division, Department of Development Services, City of San Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the Plans and Special Provisions, and requirements of the Engineer under them. 3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on the basis of race, color, national origin, religion, sex, marital status, or ancestry in the performance of this contract, nor shall the CONTRACTOR or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy, as recipient deems appropriate. AGREEMENT: STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD ( SS 06-35 ) 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 RNARDINO NAME OF FIRM: / C i (�� � Y: c lCJ/15�L1C.� o� Ti nc. / M '�=`F. WEINBERG, Interim City Manager City of San Bernardino BY: Cco TITLE: e(e ATTEST: MAILING ADDRESS: RACHEL G. CLARK i"Qs eer C. CA 2,3'4 0 City lerk , ' c ' , PHONE NO.: n 0) 9 4 - 2'4 CCU APPROVED AS TO FORM: ATTEST: •MES F. PENMAN, City Attorney • Secretary ax-ft (S �E C t'¢ 1 aryy NOTE: Secretary of the Owner should attesrt. If Contractor is a corporation,Secretary should attest. 4., �a«2 t;td�w �YWiV 044 .1#!4 IMO 1!� IMO W4Y doe AO, WW NCmI CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California cm County of gin ,_'Jet'y')arcs i ../%,0 j On �c",vl �l ,..4,1' L'()`� before me, t � 1�1 `, '���c !6,, C 7 i C� `Date Here Insert Name and Tine of the Officer- personally appeared !'(1�.l 1 , —jr\0;)1 eti Cr',,_ Sr- -it cA I .� -S Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons))whose names re ubscribed to the within instrument and acknowledged to me that he/she he xecuted the same in f3isµier ei authorized capacity ies and that by hi€Ih r their ignature?on the >� KAREN M. SHACKELFOQD instrument the persor1s , or the entity upon behalf of f:. �, Commission # 1731016 which the person acted, executed the instrument. _ , -!, Notary Public -California 1 t San Bernardino County Comm. 11 2011 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. r Signatur- A._A, At Al „ 'IA Place Notary Seal Above - Signature of Notary Pub c OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT ❑ Attorney in Fact OF SIGNER ❑Attorney in Fact OF SIGNER El Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: e.,^_w fsa xx%uwx.... S�k)c-x,c.w 3 . fa ©2007 National Notary Association•9350 De Soto Ave.,PO.Box 2402•Chatsworth,CA 91313-2402•www.NationalNotary.org Item#5907 Reorder:Call Toll-Free 1-800-876-6827 Attachment "1" AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this day of , 20 , between the City of San Bernardino(owner and hereinafter"CITY"),and (hereinafter "CONTRACTOR"). 1. For and in consideration of the payments and agreements hereinafter mentioned,to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged,the CONTRACTOR agrees with the CITY, at the CONTRACTOR's own proper cost and expense in the Special Provisions to be furnished by the CITY, to furnish all materials, tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD ( SS 06-35 ) in strict conformity with Plans and Special Provisions No. 11428 , and also in accordance with Standard Specifications for Public Works/Construction, 2008 Edition, on file in the Office of the City Engineer, Public Works Division, Department of Development Services, City of San Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the Plans and Special Provisions,and requirements of the Engineer under them. 3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them,that there shall be no discrimination against or segregation of, any person or group of persons on the basis of race,color,national origin,religion, sex, marital status, or ancestry in the performance of this contract, nor shall the CONTRACTOR or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy,as recipient deems appropriate. AGREEMENT: STREET IMPROVEMENTS COURT TO WAG FROM BAILEY CO WONHEEL ROAD (SS 06-35) 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: BY: MARK F. WEINBERG,Interim City Manager City of San Bernardino BY: TITLE: ATTEST: MAILING ADDRESS: RACHEL G. CLARK City Clerk PHONE NO.: ( ) APPROVED AS TO FORM: ATTEST: JAMES F.PENMAN, City Attorney Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation,Secretary should attest. Attachment "2" Cooley Construction, Inc ii ‘ Lic. 348038 I BID SCHEDULE P0. Box 401810 II ' PLAN NO. 11428 Hesperia, CA 92340-1810 E STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD (SS 06-35) El ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY, UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES rnt FIGURES 1 1 LS MOBILIZATION, at the Lump Sum price of 'rue wri-Avi-70 54Wh Floe phowviSiollars LS aZ l r I & �-� Cents 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price of lit Nr'TZ�t S Rte -S t JL I /-f1.w D2csb Dollars &.___7-. .e-e' Cents LS $ C1-1•00 I3. 1 LS CLEARING AND GRUBBING UNCLASSIFIED EXCAVATION AND UNCLASSIFIED FILL, at the Lump Sum price of F0..4 T? L'u"T*(tX S p N 1\4 awprect) v�� 'IH1 e-TY --nab nollars LS $N, Z• / & Z v-tz..,.., — Cents I4. 1,830 CY UNCLASSIFIED EXCAVATION, at e G-GeVriJ Dollars $ 11 �'/CY $ ZD� i Q. (Final Quantity) & Zc1't° Cents per SQ.YD • 5. 2,994 SY COLD MILL Existing PAVEMENT 1 j (0.10' Thick),at /WO Dollars $Zr 70/SY $ gi(3• &Se c.'c*'t"' Cents per SQ.YD. I6. 1,465 TN AGGREGATE BASE, (0.75'Thick), at ND 10Thrti Dollars $f q'.'Vim $ 27, g3S- cr I & Ze-it.o Cents per TON 7. 1,357 TN ASPHALT CONCRETE PAVEMENT (0.40'Thick), OVERLAY(0.10'Thick), 2' FEATHER AND ASPHALT CONCRETE DRIVEWAY (4"Thick),at P t mrr.THREE- Cents per TON $r,c q' S i I & 2t-ttt, pe `1� 240 8. 1,552 LF PCC CURB &GUTTER, TYPE "B" I per CITY Std.No.200, at Dollars Ft Ftesio /IF $ Z4,814.y y�' &5rt�c�[Y Cents per LM.FT. $16: Y I B-2 r .is Cooley Construction, Inc I • . BID SCHEDULE Lic. 348038 P.O. Box 401810 PLAN NO. 11428 Hesperia, CA 92340-1810 STREET IMPROVEMENTS ON KENDALL DRIVE CI FROM BAILEY COURT TO WAGONWHEEL ROAD (SS 06-35) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES FIGURES 9. 9,950 SF PCC SIDEWALK (4' Minimum By-Pass), per CITY Std.No.202, Case "A", at rtigeNZ/ Dollars $g SF $ i�ZS & rt FI \ Cents per SQ.FT. 10. 12 EA PCC RESIDENTIAL DRIVEWAY 1 APPROACH, per CITY Std.No.203, Modified e� at Sever}l tN-Ft F rt Dollars $.-7c' . /EA S. ODD & T..tstta Cents per EACH. r II. 8 LF PCC CURB, 9"Curb Face, per SPPWC Std. Plan 120-1,Type"Cl",Modified,at N Goui1rY_��p Dollars ,.�/ & Zv5Ru Cents per LIN.FDT $NZ.e' /LF $ . y 12. 1 EA CONCRETE PARKWAY CULVERT NO. 1 pr CITY Std.No.400,Type II(W=6'),at d�TLFUt t5P\JJ1 Dollars ,,�• �/ & 2 o to Cents per EACH �r / /EA $ 13. 7 LF METAL HAND RAILING, per SPPWC Std. Plan 606-2,Type"A",per Plan, at&NE • 144 aw -k KA a 7 e.-6 wow Dollars & Z-Ro Cents per LIN.FT $ I`!g.g LF $ I, D� 1 14. 3 EA RELOCATE FIRE HYDRANT and EXTEND PIPING, arrwellifd vintktop 5W.fitAuDIWO Pi F T' Dollars $�41�,° 'A $ 7,° 0-ect & 2 wilt) Cents per EACH l5. 7 EA RELOCATE Existing WATER METER, Including water shut-off valve, as required, at CICaif'f Ht.iND12CD Dollars S./le ue �' -,GA $ , i1 . & C' Cents per EACH 3 16. 14 EA ADJUST Existing WATER VA VE Enclosure To Grade, at Cider 12.C1'\ C i ,Nss Tr(Rt a Dollars $�/EA S Z 22•67. g –(Zb Cents per EACH B-3 !I . , Cooley Construction, Inc BID SCHEDULE Lic. 348038 P.O. Box 401810 PLAN NO. 11428 Hesperia, CA 92340-1810 E STREET IMPROVEMENTS ON KEND LL DSRIV06 35) FROM BAILEY COURT TO WAGONWHEEL ROAD li ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 17. 1 LS REMOVE Existing TREES and TREE STUMPS,4" To 36" DIA,(21 Trees; 13 Trec Stumps), at the Lump Sum price of FetaC t ) II.a - • Dollars 2 �, D� & Zt— th Cents LS $I`I , ' 18. 3 EA RELOCATE Existing A T&T LOCATER POST, at StX1-ill -bFLtO c II s .0 n Dollars $6 421 EA $ I, e 7- & ZC t1v Cents per EACH II 19. 300 LF RELOCATE Existing CHAIN LINK FENCE at Right of Way, at I.3 rhtrf -Std Dollars /LF $ 7�950 or i---7✓r Y Cents per LIN.FT. $ZL. 20. 3 EA RELOCATE Existing CHAIN LINK GATE at Right of Way, at 5t-A. •1..) I-ttrubt12CS) .FrA).iZ i Dollars 7412•f/EA, $ 2.) ZZD. &7_<-11,4) Cents per EACH 21. 90 LF REMOVE Existing Chain Link Fence and CONSTRUCT New CHAIN LINK FENCE at Location Per PLAN, at 114 12Th'-T(4)0 Dollars $,g�.?. /LF $ 2, Kg/.7i i & 2c-12.b Cents per LIN.FT. 22. 1 EA REMOVE Existing Chain Link Gate and CONSTRUCT New CHAIN LINK GATE II at Location Per PLAN, at NI&t: Au.tubf O — 1r t Frf Dollars $Cf.. EA $ 9. •r & 7-220 Cents per EACH 1+-+�"- 23. 25 LF REMOVE & RECONSTRUCT Existing CHAIN LINK FENCE at Location Per PLAN, at s -T�I Dollars $32 r/LF S & Z tt TI.J(� Cents per LIN.FT. ©�- B-4 • Cooley Construction; Inc BID SCHEDULE Lic. 348038 pp, Box 401810 ElPLAN NO. 11428 Hesperia, CA 92340-1810 STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD (SS 06-35) il ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY, UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 24 1 EA REMOVE & RECONSTRUCT Existing CHAIN LINK GATE at Location Per PLAN, at N►tai 14u.>aa?v-D FIFTY Dollars QS0 /EA S 'M 87 & 7t1 Cents per EACH 25 1 LS REMOVE Existing Service CABINET and Concrete Pad, at the Lump Sum price of FIVE" 1111A it ti& llars z Do o Cents rt LS $5W• Er 26. 1 LS MODIFY Existing LANDSCAPE IMPROVEMENTS, at the Lump Sinn price ofO IhAMA F1 v6r tiuonaro B�� 16AT'( Dollars LS S1 ,C,Ef . & `Z.c it.t'� ----- Cents 27. 10 EA REMOVE And REPLACE Existing MAILBOX, at rtaC (-lulatfacA Sti'Vtss 'rY'P AO Dollars �1 --'EA $ 1, T�•® & Ze2.O Cents per EACH J�: 28 1 LS STREET LIGHTING SYSTEM, per Plan, Including Electrical Service,Complete in Place, at the Lump Sum price of ft SRC'( FWD %('l FXu SkN p Dollars LS $ 14.C.,ore.B7' & --- Cents 29. 1 EA ROADSIDE SIGN (New R26) on SINGLE POST,at()r kiu.Ilti cc, StxIY et c w r Dollars & Z vita . Cents per EACH $/6g EA $ I I dJ' 30. 5 EA ROADSIDE SIGN (New R26) on Street Light Standard, per PLAN, at ©lV`L� MA"'cet;t' -S,x ---- -' Dollars s tCL.67/EA $ S.W. & ZctZO — Cents per EACH I B-5 I . • Cooley Construction, Inc 1 BID SCHEDULE Lic. 348038 P.O. Box 401810 PLAN NO. 11428 Hesperia, CA 92340-1810 El 1 STREET IMPROVEMENTS ON KENDALL DRIVE FROM BAILEY COURT TO WAGONWHEEL ROAD (SS 06-35) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE IN O AL ti N0. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES 31. 1 LS ROADSIDE SIGNS (New R26& R81 ) on Street Light Standard, per PLAN, at the Lump Sum price of Owls" I:(L.031 - Dollars Iv o. t9� TtaeuTY- bl, LS $ �l�•Co E & Zctc.c) Cents 1 32. I LS ROADSIDE SIGNS (New R2-1 & Relocated R26&R81 ) on Street Light Standard, per PLAN, at the Lump Sum price of ENe- } IDAP, h t FT`( t Cpl--T Dollars LS $ & ?L.-tun Cents )5—g• id_ 33. 1 LS RELOCATE Existing SINGLE POST & ROADSIDE SIGN (Relocate R26)and Install SIGN (New R81 ) on Relocated SINGLE E POST, , at the Lump Sum price of OM r t —D Fa. ' t!.t Cz F4T' Dollars LS $ )�t•r& Z-1LO Cents 34. 1 LS ROADSIDE SIGNS (New R26 &"END" ) of Existing Single Post (Salvage W 11 ), at the , Lump Sum price of YWO t4w.74 arc, 7HtRI-ex N Dollars LS $ 213- & ZcRU Cents 1 35. 1 LS ROADSIDE SIGN (New R81 ) on Existing Single Post (Salvage W74), at the Lump Sum pric l_ c l4,�tbrtc D Fl VL- - —Dollars LS $ J ac: & iZJ Cents 36. 2 EA INDUCTIVE LOOP DETECTOR, (Replace E . Existing with Type"E"),at ,t Y bi4unL t II ©�-�`� Dollars $(s / /EA $ t� . & "Z,:20 Cents per EACH 37. I LS THERMOPLASTIC TRAFFIC STRIPING PAVEMENT MARKING & RAISED PAVEMENT MARKERS (RPM), at the Lump Sum pnsg of E.,71(.1 tit Tt"IOLCSA. Snit itu I c Dollars LS $ 1 CV L & ZcfP,S) Cents gl B-6 Cooley Construction, Inc t` ' BID SCHEDULE hc. 348038 P.O. Box 401810 ri PLAN NO. 11428 Hesperia, CA 92340-1810 STREET IMPROVEMENTS ON KENDALL DRIVE FlFROM BAILEY COURT TO WAGONWHEEL ROAD (SS 06-35) ITEM ESTIMATED UNIT AND UNIT PRICE WRITTEN IN WORDS UNIT NO. QUANTITY U IN FIGURES IN FIGURES 38. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of 7Hat..5FUsc Ft vie- j{uwb Rob Dollars �/- & ZctZU Cents LS $ L-1, •'" 39. 1 LS SURVEYING SERVICE, per SECTION 6- 1.10 at the Lump Sum price of Src l 14(Maket rI toe' fk ivr3 t ri ---- Dollars r trite- -Copts LS $Z/ 996(9' N 2 BID $ 1 3C9�. r' TOTAL B � / • BID NOTES: • 1 The unit price must be written in words and also shown in figures. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts,"UNIT" prices shall govern over Iextended amounts,and"WORDS"shall govern over"UNIT"figures. 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. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. I B-7 I Ct$, 1 1-UM • ACORD,M CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 11/06/08 PRODUCER LIC #0B97934 1-925-983-3700 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Gallagher Construction Services ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1 Market St., Spear Tower #200 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. San Francisco, CA 94105 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:ARCH INS CO 11150 Cooley Construction, Inc. 10120 INSURERB:Everest Natl Ins Co _ 17525 Eucalyptus Street, Suite 0 INSURER SEABRIGHT INS CO 15563 Hesperia, CA 92345 INSURER D: INSURER E: - COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSRD TYPE OF INSURANCE POLICY NUMBER DATEtMMIODIYYI DATEIMMIDDIYYI A X GENERAL LIABILITY 71PKG2210304 08/01/08 08/01/09 EACH OCCURRENCE $1,000,000 DAMAGE IORENI ED 100,000 X COMMERCIAL GENERALLIABILITY PREMISES(Ea occurence) $ CLAIMS MADE I X I OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADVINJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/OP AGG $2,000,000 POLICY X JFO X IOC A AUTOMOBILE LIABILITY 71PKG2210304 08/01/08 08/01/09 COMBINED SINGLE LIMIT $1,000,000 X ANY AUTO (Ea accident ALLOWNEDAUTOS BODILY INJURY $ (Per person) SCHEDULED AUTOS X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) X Comp Ded: $1000 PROPERTYDAMAGE (Per accident) $ X Coll Ded: $1000 GARAGE LIABILITY AUTOONLY-EAACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY. AGG $ B EXCESS/UMBRELLALIABILITY 71C000010-081 08/01/08 08/01/09 EACH OCCURRENCE $10,000,000 X (OCCUR CLAIMS MADE AGGREGATE $10,000,000 $ DEDUCTIBLE — $ RETENTION $ $ C WORKERS COMPENSATION AND BB1070712 08/01/08 08/01/09 X TORYLMTTS °N- EMPLOYERS'LIABILITY E L,EACH ACCIDENT $1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERNEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under EL.DISEASE-POLICY LIMIT $1,000,000 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CCI #3365 Re: Street Improvements of Kendall Drive from Bailey Court to Wagonwheel Road (SS 06-35) Street ADDITIONAL INSURED: City of San Bernardino CERTIFICATE HOLDER CANCELLATION*10 day notice for nonpayment of premium CCI #3365 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of San Bernadino DATE THEREOF.THE ISSUING INSURER WILL ElfailLEXIMFFICar,MAIL 30* DAYS WRITTEN Public Works NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,INXINFA,VIXI F Mbli dXWANIX Attn: Leslie Crawford uwairiamsviluauxoloawrivuoimuanuutevadmaxammazionwaskx 300 North 'D' Street 3rd Floor xE IUMIISAtkAtX,XEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX San Bernardino, CA 92418 AUTHORIZED REPRESENTATIVE ,.f USA / < C? y_ ACORD 25(2001108)nj ackson ©ACORD CORPORATION 1988 10266356 1 alA A.x ash A • • IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001108) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED-AUTOMATIC STATUS WHEN REQUIRED BY A CONSTRUCTION AGREEMENT WITH YOU -COMPLETED OPERATIONS- PRIMARY AND NON-CONTRIBUTORY ENDORSEMENT This endorsement modifies insurance provided under the following: Section II—Who is an"Insured"is amended to include as an insured any person or organization for whom you are performing operations when you are specifically required by a written construction contract or agreement with such person or organization to include them as an additional insured on your policy and provide coverage for such additional insured only for liability arising out of: i) "your work"at the location designated;or ii) The"products completed operations hazard." Coverage afforded to these additional insured parties will be primary to, and non-contributory with, any other insurance available to that person or organization. All other terms and conditions of this Policy remain unchanged. Policy Number: 71PKG2210304 Named Insured: COOLEY CONSTRUCTION,INC. This endorsement is effective on the inception date of this Policy unless otherwise stated herein: Endorsement Effective Date: 08/01/08 00 ML001 9 00 08 06 Page 1 of 1 rd A I 1'1JF] • •••••• •••-• - -- - DATE SUPPLEMENT TO CERTIFICATE OF INSURANCE 11/06/08 NAME OF INSURED: Cooley Construction, Inc. Additional Description of Operations/Rem-11<s from Paae 1: Additional Information: GENERAL LIABILITY: *Additional Insured when required by written contract per Form 00ML001900 0806 (construction) *Primary Non Contribution when required by written contract per Form 00ML001900 0806 *Severability of Interest/Separation of Insured per policy forms. UMBRELLA: Excess coverage follows primary policies, subject to policy terms, conditions and exclusions. SUPP(05/04) confirm FaxInsurance Certificate Experts *Cooley Construction, Inc. To: Tom Sternfeld Fax: 1-760-948-8439 Attn: Cooley Construction, Inc. FROM: Phone: Gallagher Construction Services/ Agency: Arthur J. Gallagher & Co. Insurance Brokers of CA Inc. Phone: 1-415-391-1500 SubjeCt:Cooley Construction, Inc. - City of San Bernardino This document was brought to you by Gallagher Construction Services in San Francisco, CA. via CertificatesNow. The data included in this notice and in the attached document is confidential to ConfirmNet and Gallagher Construction Services in San Francisco, CA. If you have questions regarding the content of this document, please contact: Gallagher Construction Services Main Phone: (415) 391-1500 Email: gcssfcerts®ajg.com This certificate replaces CN Id: 10265008 cc: *Cooley Construction, Inc. Tom Sternfeld (FAX), *Leslie Crawford City of San Bernardino (FAX) The data included in this notice and in the attached document is confidential to ConfirmNet and the party responsible for bringing you this information. Certificate Delivery by CertificatesNow-www.ConfirrnNet.com-877.669.8600 PERFORMANCE BOND- PUBLIC WORK Bond No. 7604701 $ 3,152.00 premium is for contract term and is subject to adjustment based on final Contract Price. KNOW ALL MEN BY THESE PRESENTS:That we, Cooley Construction, Inc. As Principal,and Fidelity and Deposit Company of Maryland , a corporation duly authorized under the laws of the State of Maryland to become surety on bonds and undertakings, as Surety,are held and firmly bound unto City of San Bernardino As Obligee in the full and just sum of Four Hundred Twenty One Thousand Eight Hundred Sixty Five & 20/100ths Dollars, ($ 421,865.20 ), lawful money of the United States of America, to be paid to the said Obligee, successors or assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors, successors, administrators and assigns,jointly and severally, firmly by these presents. The Condition of the foregoing obligation is such that: whereas the above bounden Principal has entered into a contract, dated ,with the Obligee to do and perform the following work, to-wit: YEAR Street Improvements on Kendall Drive from Bailey Court to Wagonwheel Road (SS06-35) as is more specifically set forth in said contract,to which contract reference is hereby made; Now therefore, if the said Principal shall well and truly perform the work contracted to be performed under said contract in accordance with the plans and specifications, then the above obligation to be void, otherwise to remain in full force and virtue. No right of action shall accrue under this bond to or for the use of any person other than the Obligee named herein. Sealed with our seals and dated this 7th day of November 2008 YEAR Cooley Construction, Inc. Fidelity and Deposit Company of Maryland Principal • By , Pc-4.u l boo j€� �r d Ri chi, Adair Attorney-in-Fact rQJ Cri ID-1219(CA)(REV.2/01) • • • "CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT • • State of California County of Los Angeles On 11-7-08 before me, P. Bauer, Notary Public • Date Here Insert Name and Title of the Officer personally appeared . Richard Adair Name(s)of Signer(s) • who proved to me on the basis of satisfactory evidence to • be the personM whose name() ishita subscribed to the • within instrument and acknowledged to me that he/siostoesr executed the same in his/MMIgif authorized • capacity(ies , and that by hisnatifelg signature0) on the BAUER instrument,the person(, or the entity upon behalf of Commission#1698392 which the person (g) Pubtic-California p ( ) acted, executed the instrument. �'; NotoN • , ��pngelea County 10� I certify under PENALTY OF PERJURY under the laws ` "1? res Oct 19,20 . my of the State of California that the foregoing paragraph is true and correct. • WITNESS my ha nd official seal. Signature Place Notary Seal Above i ign�regNdtary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. • Description of Attached Document • Title or Type of Document: Document Date: • Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) • Signer's Name: Signer's Name: ❑ Individual ❑Individual ❑ Corporate Officer,—Title(s): ❑Corporate Officer—Title(s): ❑ Partner=❑Limited ❑General RIGHTTHUMBPRINT ❑Partner—❑Limited ❑General ❑ Attorney in Fact OF SIGNER RIGHTTSIGNER INT Y• 0 in Fact OF SIGNER ❑ Trustee Top of thumb here Top of thumb here • ❑ • Trustee ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: • Signer Is Representing: Signer Is Representing: • 02007 National Notary Association•9350De Soto Ave.,P.O.Box2402•Chatsworth,.CA 91313-2402•www.NationalNotaryorg Item#5907 Reonier.Carroll-Free 1-800-876.6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ��II County of can -) e-�1c:�.1C7 i ,i On l iI I Q ''Li X before me, 'KC�!',1 i)^I -Y( Z`r- On- /^," r r f L , Date rr Here Insert Name and Title of the Officer personally appeared tO�A "•–, Ca It c j –i T Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s).whose namesyafe-subscribed to the ,f KAREN M. SHACKELFORD within instrument and acknowledged to me that s7 „. Commission #r 1731016 sbe/they executed the same i his/herffheir authorized ` Notary Public -California capacity(ies), and that by her/thcir signature(g}on the San Bernardino County Comm. tt 2011 instrument the person(-e), or the entity upon behalf of which the persons}acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my and and official seal. Place Notary Seal Above Signature K.6 4 V�i Signature tar Publ JJJ 9 Y OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT LI Partner—❑ Limited El General RIGHT THUMBPRINT ❑ Attorney in Fact OF SIGNER ❑Attorney in Fact OF SIGNER El Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: `-x. cg,,c eye�--x,.. 4� c.wc,—w ©2007 National Notary Association•9350 De Soto Ave,P.O.Box 2402•Chatsworth,CA 91313-2402•www.NationalNotary.org Item#5907 Reorder.Call Toll-Free 1-800-876-6827 PAYMENT BOND - PUBLIC WORK Bond No. 7604701 Premium included in Performance bond KNOW ALL MEN BY THESE PRESENTS,That Cooley Construction, Inc. , as Principal, and Fidelity and Deposit Company of Maryland , a corporation authorized to transact a general surety business in the State of California, as Surety, are held and firmly bound unto City of San Bernardino , as Obligee in the sum of Four Hundred Twenty One Thousand Eight Hundred Sixty Five & 20/100ths Dollars($ 421,865.20 )for the payment whereof,in lawful money of the United States,said Principal and Surety bind themselves, their heirs, administrators, successors and assigns,jointly and severally, firmly by these presents. The Condition of the foregoing obligation is such that:whereas, the above bounden Principal has entered into a contract, dated , , with the obligee to do the following work,to wit: YEAR Street Improvements on Kendall Drive from Bailey Court to Wagonwheel Road (SS06-35) Now,therefore, if the above bounded Principal,contractor, person, company or corporation,or his or its sub-contractor,fails to pay any claimant named in Section 3181 of the Civil Code of the State of California,or amounts due under the Unemployment Insurance Code, with respect to work or labor performed by any such claimant, that the Surety on this bond will pay the same, in an amount not exceeding the aggregate sum specified in this bond, and also, in case suit is brought upon this bond, a reasonable attorney's fee, which shall be awarded by the court to the prevailing party in said suit, and attorney's fees to be taxed as costs in said suit. This bond shall inure to the benefit of any person named in Section 3181 of the Civil Code of the State of California so as to give a right of action to them or their assigns in any suit brought upon this bond. This bond is executed and filed to comply with the provisions of the act of Legislature of the State of California as designated in Civil Code, Sections 3247-3252 inclusive, and all amendments thereto. November 2008 Signed and Sealed this 7th day of YEAR Cooley Construction, Inc. Fidelity and Deposit Company of Maryland Principal Surety By P0.W( l�. Cu`3(E -4r- Crt-i(tell Richard Adair Attorney-in-Fact ID-1210(CA)(REV.1/01) • • • • • • • CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT •• State of California County of Los Angeles ti On 11-7-08 before me, P. Bauer, Notary Public • Date Here Insert Name and Title of the Officer personally appeared . Richard Adair Name(s)of Signer(s) • who proved to me on the basis of satisfactory evidence to • • be the personQfi) whose name(:) is/AM subscribed to the • within instrument and acknowledged to me that •• P.tiAUER he/s�r executed the same in his/PS�+I' i authorized • µ" ca ac Commission#t 1698392 P �y(i�, and that by hisArXQh�fi�signature on the Notary Public-California instrument,the person(Q, or the entity upon behalf of z % ' Los Angeles County which the personO acted, executed the instrument. My Comm_Expires Oct 19,2010 • _ _ I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. • • WITNESS my land official seal. Signature '. �7 // Place Notary Seal Above / itary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. • Description of Attached Document • Title or Type of Document: • • Document Date: • Number of Pages: Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) • • Signer's Name: Signer's Name: ❑ Individual ❑Individual ❑ Corporate Officer,—Title(s): ❑Corporate Officer—Title(s): . ❑ Partner=❑Limited ❑General RIGHTTHUMBPRINT ❑Partner—❑Limited ❑General RIGHTTHUINBPRINT ❑ Attorney in Fact OF SIGNER ❑Attorney in Fact OF SIGNER • El Trustee Top of thumb here ❑Trustee Top of thumb here . ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: • Signer Is Representing: Signer Is Representing: • -�a:�s�s:�s�<:-mss:.-ism•cc�<�s:�i c:.-%s�<�s�.<`as::.`.c�.c:_!s�sv�:�.c:--;:`,<:;c:-�cL;«,c`s�,<c-,�c<.�s�.c�c�:,:`,c:�:`.c�s:�%ca<:�ss�s��%s�. 02007 National Notary Association.9350 De Soto Ave.,P.O.Box 2402•Chatsworth,.CA 91313.2402•www.NationalNotery.org Item 115907 Reader:Call Toll-Free 1.8004876-6327 • Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland,by PAUL C.ROGERS,Vice President,and T.E. SMITH,Assistant Secretary, in pursuance of authority granted by Article VI,Section 2,of the By-Laws of said Company,w • az set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof d.-sMI C nate,constitute and appoint Richard ADAIR and P.BAUER,both of Glendale,Californ'. ',.it,tt to'T d +xragent and Attorney-in- Fact,to make,execute,seal and deliver,for,and on its behalf., , _ �j �•* ac ingt' d all bonds and undertakings,and the execution of such bonds or u rill' �'i,"I.... sua 1 •i Vitt "rs,shall be as binding upon said Company,as fully and amply,to all inte• : . i - .ut ,�+ ' i xecuted and acknowledged by the regularly elected officers of the...�.,auk . is-•,,a.:* , d i ., t.,m their own proper persons. This power of attorney revokes that issued .••' : '�'t,'. , • I •Iy,'I : • ,2003. The said Assistant •..,All f, �i at the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By- .,♦: j • y a •any,and is now in force. IN WITNESS It ' OF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 16th day of September,A.D.2003. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND ',iV 9fP0 Sii p3'1, c, ,. IQ p W e CO . 4&rA----..e: Icip~:A4t) A11011,7 By: T. E. Smith Assistant Secretary Paul C. Rogers Vice President State of Maryland City of Baltimore I ss. On this 16th day of September, A.D. 2003, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn,severally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. as R.I14 Dennis.o�a wwwwwwmv mowe 4b7AR-y-poP 42/eeJ6C)-- R. Hayden Notary Public My Commission Expires: February 1,2009 POA-F 012-36058 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President,or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I,the undersigned,Assistant Secretary of 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 the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. 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 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 seal of the said Company, this 7th day of November , 2008 . C;f0e,C4qt"e141/(1 Assistant Secretary CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of .C;�,n ^AC-) On N(C., i g(d �V 1�- P i c, , � (,- ,�co � before me, Crf�n � �ht'�c Date Here Insert Name and Titlj of the Officer (' y personally appeared Ctu� C((: (��F Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the persor -whose name is subscribed to the within instrument and acknowledged to me that h /sheithey executed the same in 1her it authorized KAREN M. SNACKELFORD p ty( ) g ($ on the ca aci tes , and that b hi hcrcir si nature Commission 1731016 "� Notary Public -Califor instrument the personfs), or the entity upon behalf of I San Bernardino County - which the personfs}acted, executed the instrument. comm. 11 2011 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my and and official seal. Signatur- t A r _� Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: • Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT ❑ Partner—❑ Limited El General RIGHT THUMBPRINT ❑ Attorney in Fact OF SIGNER ❑Attorney in Fact OF SIGNER ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: 02007 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.NationalNotary.org Item#5907 Reorder:Call Toll-Free 1-800-876-6827