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HomeMy WebLinkAbout2012-066 (IMPORTANT NOTE: BOUND AGREEMENT) RESOLUTION NO. 2012-66 2 3 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO HILLCREST CONTRACTING, CORONA, CALIFORNIA, FOR PAVEMENT REHABILITATION ON FIVE CITY STREETS ("K" STREET, OAK STREET TO RIALTO AVENUE (SS 11-011); EVANS STREET, WESTERN AVENUE TO MT. VERNON AVENUE (SS 12-017); 15TH STREET, WESTERN AVENUE TO MT. VERNON AVENUE (SS 12-016); MAGNOLIA AVENUE, WESTERN AVENUE TO MT. VERNON AVENUE (SS 12-005); AND MEDICAL CENTER DRIVE, HOME STREET TO 16TH STREET (SS 11-003)). 4 5 6 7 8 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: 9 SECTION 1. Hillcrest Contracting, Corona, California, is the lowest responsible bidder for Pavement Rehabilitation on Five City Streets ("K" Street, Oak Street to Rialto Avenue (SS 11-011); Evans Street, Western Avenue to Mt. Vernon Avenue (SS 12-017); 15th Street, Western Avenue to Mt. Vernon Avenue (SS 12-016); Magnolia Avenue, Western Avenue to Mt. Vernon Avenue (SS 12-005); and Medical Center Drive, Home Street to 16Th Street (SS 11-003)). A contract is awarded accordingly to said bidder in a total amount of $898,743.20, with a contingency amount of $65,000.00, but such contract 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 is on file in the office of the City Clerk and incorporated herein by reference as though fully 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. The authorization to execute this contract is rescinded if the parties to the contract fail to execute it within sixty (60) days of passage of this Resolution. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2012-66 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO HILLCREST CONTRACTING, 2 CORONA, CALIFORNIA, FOR PAVEMENT REHABILITATION ON FIVE CITY 3 STREETS ("K" STREET, OAK STREET TO RIALTO AVENUE (SS 11-011); EVANS STREET, WESTERN AVENUE TO MT. VERNON AVENUE (SS 12-017); 15TH 4 STREET, WESTERN AVENUE TO MT. VERNON AVENUE (SS 12-016); MAGNOLIA AVENUE, WESTERN AVENUE TO MT. VERNON AVENUE (SS 12-005); AND 5 MEDICAL CENTER DRIVE, HOME STREET TO 16TH STREET (SS 11-003)). 6 I HEREBY CERTIFY that the foregoing Resolut.io~ was duly adopted by the Mayor and J o~nt 7 Common Council of the City of San Bernardino at a regular meeting thereof, held on the 8 16th day of April ,2012, by the following vote, to wit: ~~ '-- City lerk ,n-rJt- The foregoing resolution is hereby approved this tlL day of April ,2012. 20 9 Council Members: 10 MARQUEZ 11 JENKINS 12 VALDIVIA 13 SHORETT 14 KELLEY 15 JOHNSON 16 MC CAMMACK 17 18 19 AYES NAYS ABSTAIN ABSENT x x x x x x x 21 Patrick J, Morr', yor City of San Bernardino 22 23 24 Approved as to Form: 25 ,~ COUNCIL MEETING 4-16-12 '' ITEM #5I ACCT NOs. 258-160-5504-7909-0025 RESOLUTION 2012-66 129-160-5504-7925-0025 129-160-5504-7927-0025 135-160-5504-7903-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS FOR PAVEMENT REHABILITATION ON FIVE CITY STREETS "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ); EVANS STREET, FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12807 ( SS 12-017); 15TH STREET, FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 1j,808 ( SS 12-016 ); MAGNOLIA AVENUE, FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12809 ( SS 12-005); and MEDICAL CENTER DRIVE, FROM HOME STREET TO 16TH STREET PLAN NO. 12817 ( SS 11-003 ) DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO FEBRUARY,2012 kWh BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. MEM .PA on MARCH 20, 201 Q�o l a 'L'p/,/ c �1 1 • • 1 rE°Xp. �` Z aFl p..:, y rw 5 /t/li/7 'ft File Nos.:1.7909,1.7925,1.7927&1.7903 Account Nos. 258-160-5504-7909-0025 129-160-5504-7925-0025 129-160-55047927-0025 135-160-5504-7903-0025 DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO STATE OF CALIFORNIA Addendum No. One TO BID AND CONTRACT DOCUMENTS FOR PAVEMENT REHABILITATION ON FIVE CITY STREETS "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ); EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12807 (SS 12-017); 15TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808 (SS 12-016); MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12809 (SS 12-005 );and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817 (SS 11-003) The Special Provisions for this Project shall be amended as follows: 1. The Engineer's Estimate (Range Only) at the upper right corner of the Notice Inviting Sealed Bids, shall be changed to: Engineer's Estimate(Range Only)$850,000 to$1,100,000 2. The Bid Schedule for the Project shall be replaced in its entirety with the revised Bid Schedule entitled, "ADDENDUM NO. ONE, MARCH 14, 2012, BID FORM," which is attached to this ADDENDUM NO. ONE. Contractor is notified that he shall submit referenced ADDENDUM NO.ONE, MARCH 14,2012,BID FORM,as part of his Bid Documents. 3. Bidders' attention is directed to the requirements within Section C of the Special Provisions, wherein a number of documents are required to be submitted along with the Bidder's Bid. These documents include, among others, submittals covering "BIDDER SELF-PERFORMANCE VERIFICATION FORM," (Page C-5),and"PRE-QUALIFICATION,"(Page C-13). Addendum No One Plans and Special Provisions Nos.12801,12807,12808.12809&12817 March 14,2012 Page 1 of 4(Attachments not numbered) 4. Delete the first paragraph of Subsection 12-1.03,"PAYMENT,"of the Special Provisions,and replace with the following: 12-1.03, "PAYMENT" -- the Contract bid price paid per Square Foot for "PAVEMENT REPAIR,"with various pavement section thicknesses to be removed and repaired per Bid Schedule, shall be considered as full compensation for providing all materials, tools and equipment, sawcutting and/or milling/ planing if approved by the Engineer, disposal of removed materials including any sub-base,all requirements associated with stockpiling and stockpile areas, and for doing all the work involved, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. 5. Delete the fourth paragraph of Subsection 13-B.1.01, "GENERAL," of the Special Provisions, and replace with the following: Removal of the top 5" of the Asphalt concrete pavement shall be as specified in Section 12- 1, "UNCLASSIFIED EXCAVATION," of these Special Provisions. Payment for removing 5" of the Asphalt concrete pavement for Full Depth Reclamation (Medical Center Drive) shall be paid separately per "REMOVE AND DISPOSE OFFSITE EXISTING ASPHALT CONCRETE PAVEMENT, 5"," per Bid Schedule,of these Special Provisions. 6. Delete the second paragraph of Subsection 14-A.1.03, CRACK SEALING (ASPHALT CONCRETE PAVEMENT,"of the Special Provisions and replace with the following: Crack sealing will not be required for those portions of roadways to be overlain by a Scrub Seal, for all cracks, longitudinal, and transverse joints 1/2" wide and smaller, unless otherwise directed by the Engineer. 7. Delete the last sentence of the second paragraph of Subsection 14-A.1.08, "PAVEMENT REPAIR(K STREET.SOUTH OF OAK STREET) DELETABLE ITEM," of the Special Provisions, and replace with the following: For bidding purposes,Contractor is to assume a 7'wide by 430'long section of pavement to be removed and replaced. 8. Delete the second paragraph of Subsection 14-A.1.09, "PAYMENT." of the Special Provisions, and replace with the following: The Contract unit bid price paid per Square Foot for "PAVEMENT REPAIR," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, placing and compacting pavement material, sweeping roadway prior to crack treatment, cleaning out all cracks, furnishing and installing crack sealing,sand for tackifying operations,sweeping excess sand,tack coat,adjustment of utility frames and covers to grade, sawcutting and removing, or milling and removing existing asphalt pavement as required, disposal of removed materials, scarifying, placing and compacting underlying base or subgrade materials prior to pavement placement, replacing survey markers in new pavement, all complete in place, per the Plans, the Standard Specifications, these Special Addendum No.One Plans and Special Provisions Nos.12801,12807,12808.12009&12817 March 14,2012 Page 2 of 4(Attachments not numbered) Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. 9. Delete the third paragraph of Subsection 14-B.1.02,"PREPARATION,"of the Special Provisions,and replace with the following: Crack sealing will not be required for those portions of roadways to be overlain by a Scrub Seal, for all cracks, longitudinal, and transverse joints z" wide and smaller, unless otherwise directed by the Engineer. Crack sealing will be required where scrub seal operations are terminated prior to roadway intersections,however,as directed by the Engineer. 10. To Subsection 14-B.1.09, "MATERIALS." of the Special Provisions, add Table No. 1, entitled, "Polymer Asphalt Surface Sealer for use with Scrub Seal—Requirements," within the Appendix to this Addendum. 11. Dowel Bars required under Subsection 16-A.1.04,"PCC GUTT R"of the Special Provisions,shall be #4 bar reinforcing steel. 12. Add the following to Subsection 16-A.1.07,"PCC ADA BYPASS"of the Special Provisions: PCC ADA Bypass shall provide a minimum of 48" in width to above ground obstructions, unless otherwise directed by the Engineer. 13. Delete Subsection 43-1.11,"PAYMENT,"of the Special Provisions,and replace with the following: 43-1.11 PAYMENT -- The Contract unit bid price paid per Extra Long Ton for "SLURRY SEAL (TYPE II)," per Bid Schedule, shall include full compensation for furnishing all materials, tools,equipment and incidentals,and for doing all the work involved in constructing the slurry seal, including testing for and furnishing the mix design, cleaning the surface before and after the Project, micro-grinding and/or wet sand blasting removal of traffic striping and legends, crack sealing,protecting and cleaning all utilities,manholes and valve covers,furnishing added water and set control additives, mixing water with asphaltic emulsion for coating the pavement, and protecting the seal until it has set at all locations, complete in place, per the Plans, the Standard Specifications and these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. 14. Add to the Appendix Standard Plans for Public Works Construction Standard Plan 335-2, "PIPE CONNECTIONS TO EXISTING STORM DRAINS." The Plans for this Project shall be amended as follows: 1. On Plan Sheet No.2,approximate Street Station 9+50 left,the Caltrans Type A88A curb ramp to be constructed shall be"Case F." 2. On Plan Sheet No.2,approximate Street Station 9+80 left,the existing curb ramp shall be modified per Construction Note No.17. Addendum No.One Plans and Special Provisions Hos.12801,12807,12808.12809&12817 March 14,2012 Page 3 o14(Attachments not numbered) 3. On Plan Sheet No.2,approximate Street Station 13+50 left,the existing curb ramp shall be modified per Construction Note No.17. 4. On Plan Sheet No.2,approximate Street Station 13+75 left,the entrance roadway to the park is to be cold milled,Construction Note#1,up to the street right of way line(mill to 41.25'left of K Street centerline). 5. On Plan Sheet No.2,approximate Street Station 30+90 right,the existing curb ramp shall be reconstructed per Caltrans Type A88A,"Case F." 6. On Plan Sheet No.4,approximate Street Station 27+50 right,a"Stop Bar,'"per Striping and Pavement Markings Note#12,shall be added to westbound Congress Street,where it intersects with K Street. 7. On Plan Sheet No.4,approximate Street Stations 9+60,18+10,and 25+70,for the crosswalks to be restriped at each of these locations,respectively,each crosswalk shall have Ladders painted therein,90 degrees,at five foot spacing,center to center. 8. On Plan Sheet No.6,approximate Street Station 10+20 left and right,per Special Provisions,Contractor shall propose for Engineer approval,Caltrans A88A curb ramp"Case"to be constructed. 9. On Plan Sheet No.6,approximate Street Station 17+40 right,a"Stop Bar,"and"Stop"legend,per Striping and Pavement Markings Note Nos.4 and 12,shall be added to northbound Pico Avenue,where it intersects with Magnolia Avenue. 10. On Plan Sheet No.6,approximate Street Station 23+80 left,delete Construction Note No.21. 11. On Plan Sheet No.6,approximate Street Station 24+10 right,the Caltrans Type A88A curb ramp to be constructed shall be"Case C." 12. On Plan Sheet No.7,per Special Provisions,Contractor shall propose for Engineer approval,Caltrans A88A curb ramp"Case"to be constructed at all locations on Plan Sheet. 13. On Plan Sheet No.7,approximate Street Station 18+00 right,delete Construction Note#15,and substitute Construction Note#19,to construct 10 Linear Feet of PCC Curb. 14. On Plan Sheet Nos.1 and 8,reword Construction Note No.34 as follows: REMOVE 5"OF EXISTING ASPHALT CONCRETE PAVEMENT AND DISPOSE OFF-SITE. ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE AS REQUIRED ON PAGE C-2,"ACKNOWLEDGEMENT OF DDENDUMS,"OF THE BID DOCUMENTS OF THESE SPECIAL PROVISIONS. BY: /42" DATE: 3/4SZ ROBERT G.EISE EISZ,P.E. City Engineer Addendum No.One Plans and Special Provisions Nos.12801,12807,12908.12809&12817 March 14,2012 Page 4 of 4(Attachments not numbered) ATTACHMENTS TO ADDENDUM NO. ONE (PAGES NOT NUMBERED) Attachments to Addendum No.One Plans and Special Provisions Nos.12801,12807,12808.12809&12817 March 14,2012 (Attachments not numbered) ADDENDUM NO. 1 MARCH 14,2012 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 Plans and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor,materials,transportation and service for the PAVEMENT REHABILITATION ON FIVE CITY STREETS "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ); EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12807(SS 12-017); 15TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808(SS 12-016); MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12809(SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817(SS 11-003) in strict conformity with Plans and Special Provisions Nos. 12801. 12807. 12808 12809 & 12817 , of the Department of Public Works, City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2009 Edition. The undersigned proposes and agrees if this bid is accepted,that he will contract with the City of San Bernardino, in the form of the copy of the Contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the Contract, in the manner and time therein prescribed, and that he will take in full payment therefor the following unit prices or lump sum prices,to-wit: Page 1 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808,12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1: "K" STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL g0, OUANTITY Ingl AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES, 1. 1 LS MOBILIZATION,at the Lump Sum price of Dollars A Cents LS $ 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price of Dollars A Cents LS $ 3. 900 SF CONSTRUCT FCC CURB RAMP,Indading Removal ef Existing,per Coltrane Std. Plan ASIA,at Dollars A Cents per SQ.FT. $ /SF $ 4. 50 LF CONSTRUCT PCC CURB AND GUTTER, Inelading Removal of Existing,per CITY SW. Plan 200,Type"B",at Dollars A Cents per LN.FT. $ /LF $ 5. 10 EA MODIFY EXISTING FCC CURB RAMP,per Caltrans SW.Plan ASSA,at Dollars a Cents per EACH $ /EA $ 6. 270 SF CONSTRUCT PCC ADA BYPASS,per CITY Std.Plan 203,at Dollars A Cents per SQ.FT. $ /SF $ 7. 3 EA CONSTRUCT PCC CROSS GUTTER& SPANDREL,Including Removal of Existing Spandrels and Curb,per CITY SW.Plan 201, at Dollars A Cents per EACH SI EA $ Page 2 of 23;Addendum No.One:Hid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): "K" STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL OUANTTTY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 8. 2 EA REMOVE TREE at Dollars A Cents per EACH $ /EA $ 9. 305 LF CONSTRUCT FCC GUTTER,Including Drill &Bond Dowel and Removal of Existing,per CITY Std.Plan 200,Type"B",at Dollars A Cents per LN.FT. S /LF $ 10. 210 LF CONSTRUCT PCC CURB,Including Removal of Existing,per CITY Std.Plan 200,Type"A", at Dollars Cents per LN.FT. S /LF S 11. 1,450 SF CONSTRUCT PCC SIDEWALK,Including Removal of Existing,per CITY Std.Plan 202, Case"B",at Dollars A ,Cents per SQ.FT. S /SF S 12. 700 SF CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH,Including Removal of Existing,per CITY Std.Plan 203,at Dollars A _ Cents per SQ.FT. $ /SF S 13. 510 SF CONSTRUCT FCC COMMERCIAL DRIVEWAY APPROACH,Including Removal of Existing,per CITY Std.Plan 204,at Dollars A Cents per SQ.FT $ /SF $ 14. 90 SF CONSTRUCT FCC ALLEY INTERSECTION APPROACH,Including Removal of Existing, per SPPWC Sid.Plan 130-2,at Dollars A Cents per SQ.FT. $ /SF S Page 3 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL N OUANITYY MEE AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 15. 1,400 LF COLD MILL WEDGE CUT,Max.3"Depth, 5'wide,at Dollars& Cents per LN.FT. $ /LF $ 16. 6,600 SY COLD MILL 1-44",at Dollars& Cents per SQ.YD. $ /SY $ 17. 10,100 SF PAVEMENT REPAIR,Including Removal aid Replacement of min 2-1/2"of Asphalt Concrete Pavement Section at Dollars Cents per SQ.FT. $ /SF $ 18. 3,200 SF PAVEMENT REPAIR,Including Removal and Replacement of min 4"of Asphalt Concrete Pavement Section at Dollars & Cents per SQ.FT. S /SF $ 19.(D) 3,100 SF PAVEMENT REPAIR,(K Street,loath of Oak Street),Including Removal and Replacement of min 4"of Asphalt Concrete Pavement Section at Dollars Cents per SQ.FT. $ /SF $ 20. 330 SF MICRO-GRIND EXISTING PCC SIDEWALK, AC PAVEMENT OR FCC GUTTER,at Dollars& Cents per SQ.FT. $ /SF $ 21. 2 EA CONSTRUCT MODIFIED CATCH BASIN No. 1,with Local Depression,per CITY Std.Plan Nos.403&401,at Dollars& Cents per EACH $ /EA $ 22. 1 EA CONSTRUCT CATCH BASIN No.2,with Local Depression,per CITY SW.Plan Not.404 &407,at Dollars & Cents per EACH S /EA $ Page 4 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12801,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): "K" STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NQ, QUANTITY Ma AND UNIT PRICE WRITTEN IFI WORDS IN FIGURE 23. 2 EA CONSTRUCT CATCH BASIN,with Local Depression,per SPPWC Std Flu Nos.307-3& 313-3,at Dollars & Cents per EACH $ /EA $ 24. 5 EA CONSTRUCT CONNECTION TO CATCH BASIN,per CITY Std Phu No.416,at Dollars& Cents per EACH $ /EA S 25. 2 EA CONSTRUCT CONNECTION TO CATCH BASIN,per SPPWC Std.Plan No.308-2,at Dollars & Cents per EACH S /EA $ 26. 82 LF CONSTRUCT 1ii"RCP,2000 D-LOAD,at Dollars& Cents per LN.FT. $ /LF $ 27.(D) 2 EA CONSTRUCT CONCRETE COLLAR,per CITY Std.Plan No.412 at Dollars& Cents per EACH $ /EA $_ 28. 1 EA CONSTRUCT JUNCTION STRUCTURE,per SPPWC Std.Plan No.335-2,at Dollars& Cents per EACH $ /EA $ 29. 2 EA CONSTRUCT JUNCTION STRUCTURE,per SPPWC SM.Plan No.3313,at Dollars& Cents per EACH $ /EA $ 30. 5 EA CONSTRUCT INLET PROTECTION BAR (Rusting Basin),per CITY Std Plea Nos.410& 411,at Dollars& Cents per EACH $ /EA $ Page 5 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808,12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): "K"STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL MQ, QUANTITY liLf AND UNIT PRICE WRITTEN IN WORDS, IN FIGURES IN FIGURES 31. 3 EA REMOVE INLET,ABANDON PIPE AND BRICK&MORTAR PLUG REMAINDER,at Dollars & Cents per EACH S /EA S 32.(D) 50 TN UNTREATED EASE(PATCHING& FLATWORK,at Dollars & Cents per TON S /TN S 33.(S) 7,400 SY POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, at Dollars & Cents per SQ.YD S /SY S 34. 60 ELT SLURRY SEAL,TYPE II,with Latex,(based on application rate of 1,150 SF/ELT min.to 1,350 SF/ELT max),at Dollars& Cents per EXTRA LONG TON S/ ELT S 35. 3 EA ADJUST Existing WATER VALVE COVER To Grade,at Dollars & Cents per EACH S i EA S, 36. 560 TN CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY,1-1/2",at Dollars Cents per TON $ /TN $ _. 37. 4 EA RELOCATE SIGN AND POST,at Dollars & Cents per EACH S_�EA $ 38.(S) 5 EA REPLACE EXISTING TRAFFIC INDUCTIVE LOOP DETECTOR,complete in place,at Dolma & Cents per EACH S /EA S Page 6 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): "K" STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 128 01 (SS 11-011 ) TEEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NQ• OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 39.(S) 1 LS THERMOPLASTIC TRAFFIC STRIPING AND RAISED PAVEMENT MARKERS, REFLECTORffXD,per CALTRANS Std. Plans A20A,A24C,A24D R A24E, at the Lump Sum price of Dollars A Cents. LS $ 40.(S) 1 LS NPDES REQUIREMENTS,INCLUDING SW PPP,per Section 6-1.03 of these Special Provisions,at the Lump Sum price of Dollars A Cents. LS S 41.(S) 2 EA CONSTRUCTION INFORMATION SIGN,at Dollars A Cents per EACH $ /EA S TOTAL BID SCHEDULE NO. 1: $ (FIGURES) (WORDS) Page 7 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 2: EVANS STREET,FROM WESTERN AVENUE 1O M .VERNON A VENUE PLAN NO.12807(SS 12-017) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL OUANTITY UN AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 1. 1 LS MOBILIZATION, at the Lump Sum price of Dollars A Cents LS $ 2. I LS TRAFFIC CONTROL, at the Lump Sum price of Dollars A Cents LS $ 3. 110 SF CONSTRUCT PCC CURB RAMP,Including Removal of Existing Sidewalk,per Caltrans Std Plan A88A,at Dollars A Cents per SQ.FT. $ /SF $ 4. I EA CONSTRUCT PORTION OF FCC CROSS GUTTER&Spandrel,Including Removal of Existing Spandrel and Curb,per CITY Std.Plan 201,at Dollars a Cents per EACH $ /EA $ 5. 12 LF CONSTRUCT FCC CURB AND GUTTER, Including Removal of Existing,per CITY Std. Plan 200,Type"B",at Dollars Cents per LN.FT. $1 LF $ 6. 2 EA MODIFY EXISTING PCC CURB RAMP,per Caltrans Std.Plan AMA,at Dollars d Cents per EACH $1 EA $ Page 8 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 2 (Cont.): EVANS STREET,FROM WESTERN AVENUE TO Mr.VERNON AVENUE PLAN NO. 12807(SS 12-017) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL tlyQ. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES, 7. 20 LF CONSTRUCT PCC CURB,Including Removal of Existing,per CITY Std.Plan 200,Type"A", at Dollars Cans per LN.FT. S /LF $ 5. 2,700 LF COLD MILL WEDGE CUT,MAX 1"depth, 5'wide,at Dollars & Cents per LN.FT. S/ LF $ 9. 2,500 SF PAVEMENT REPAIR,Including Removal and Rephmearent of Minimum 2%"of Asphalt Concrete Pavement Section,at Dollars Cents per SQ.FT. $ /SF $ 10.(S) 5,200 SY POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, at Dollars A Cents per SQ.YD. S/ SY $ 11. 300 TN CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY,1",at Dollars A Cents per TON $ /TN $ 12. 4 EA ADJUST Existing WATER VALVE COVER To Grade,at Dollars A Cents per EACH $ /EA $ 13.(D) 10 TN UNTREATED BASE(PATCHING& FLATWORK,at Dollars A Cents per TON $ /TN $ Page 9 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 2,(Cont.): EVANS STREET,FROM WESTERN AVENUE 10 MT.VERNON AVENUE PLAN NO. 12807(SS12-017) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL OUANTITY UNIT ■D UNIT PRICE WRITTEN IN WORDS, IN FIGURES IN FIGURES 14.(S) 1 LS THERMOPLASTIC TRAFFIC STRIPING AND RAISED PAVEMENT MARKERS, REFLECTORII,ED,per CALTRANS Std.Plans A24D&A24E, at the Lump Suet price of Dollars It Cents. LS $ 15.(S) i LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6-1.03 of these Special Provisions,at the Lump Sum price of Dollars A Cents. $ /LS $ 16.(S) 1 EA CONSTRUCTION INFORMATION SIGN,at Dollars A Cents per EACH s /EA $ TOTAL BID SCHEDULE NO.2: S (FIGURES) (WORDS) Page 10 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12887, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 3: 151"STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12888(SS 12-016) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS, IN FIGURES IN FIGURES 1. 1 LS MOBILIZATION, at the Lump Sum price of Dollars Cents LS S 2. I LS TRAFFIC CONTROL, at the Lump Sum price of Dollars Cents LS S 3. 340 SF CONSTRUCT FCC CURB RAMP,Including Removal of Existing SidewaHi,per Cabana Std Plan AIIA.at Dollars A Cents per SQ.FT. S_1 SF S 4. 1 EA CONSTRUCT PCC CROSS GUTTER AND SPANDREL,Including Removal of Existing Spandreb,Cress Gutter and Curb,per CITY Std.Plan 201,at Dollars & Cents per EACH $ /EA $ 5. 172 LF CONSTRUCT PCC CURB AND GUTTER, Including Removal of Existing,per CITY Std. Plan 200,Type B,at Dollars A Cents per LN.FT. $ /LF $ 6. 1 EA MODIFY EXISTING PCC CURB RAMP,per Calirans Std Plan ASIA,at Dollars a Cents per EACH $ /EA S 7. SO SF CONSTRUCT FCC SIDEWALK,Including Removal of Existing per CITY Std.Plan 202, Case"B",at Dollars /t Cents per SQ.FT $ SF S Page 11 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808,12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 3 (Cont.): 15TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808(SS 12-016) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL N� f , OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 8. 200 SF CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH,Including Removal of Existing,per CITY Std.Plan 203,at Dollars & Cents per SQ.FT. S /SF $ 9. 3,000 LF COLD MILL WEDGE CUT,Max.1"depth, 5'wide,at Dollars& Cents per LN FT. S /LF S, 10. 15 SF MICRO-GRIND EXISTING FCC SIDEWALK, AC PAVEMENT OR PCC GUTTER, at Dollars& _Cents per SQ.FT. $ /SF S 11. 5,600 SF PAVEMENT REPAIR,Including Removal and Replacement of min 2-1R"of Asphalt Concrete Pavement Section,at Dollars Cents per SQ.FT. S /SF S 12. 450 SF PAVEMENT REPAIR,Including Removal and Replacement of min 4"of Asphalt Concrete Pavement Section,at Dollars & Cents per SQ.FT. S /SF S 13.(S) 4,000 SY POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, at Dollars & Cents per SQ.YD. $ /SY $ 14. 240 TN CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY,I",at Dollars & Cents per TON $ /TN $ Page 12 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 3 (Cont): 15Th STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12308(SS 12-016) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL Pj2e OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 15. 5 EA ADJUST EXISTING WATER VALVE COVER TO GRADE,at Dollars Cents per EACH $ /EA $ 16.(D) 10 TN UNTREATED BASE(PATCHING& FLATWORK,at Dollars 8r Cents per TON $ $ 17.(S) 1 LS THERMOPLASTIC TRAFFIC STRIPING, AND RAISED PAVEMENT MARKERS, REFLECTORIZED,per CALTRANS Std. Plans A24D&A24E,at the Lump Sum price of Dollars A _ Cents IS $ 18.(S) I LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6-1.03 of these Special Provisions,at the Lamp Sum price of Dollars Cents. LS $ 19.(S) 1 EA CONSTRUCTION INFORMATION SIGN,at Dollars A Cents per EACH $1 EA $ TOTAL BID SCHEDULE NO.3: $ (FIGURES) (WORDS) Page 13 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808,12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4: MAGNOLIA AVENUE,FROM WESTERN AVENUE 110 MT.VERNON AVENUE PLAN NO.12809(SS 12-005) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL Ng/„. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES I. I LS MOBILIZATION, at the Lump Sum price of Dollars A Cents LS $ 2. I LS TRAFFIC CONTROL, at the Lump Sum price of Dollars d Cents LS $ 3. 500 SF CONSTRUCT PCC CURB RAMP,Including Removal of Existing Sidewalk,per Calkins Std. Plan A8SA,at Dollars a _Cents per SQ.FT. $ /SF $ 4. 3 EA CONSTRUCT FCC CROSS GUTTER and SPANDREL,Including Removal of Existing Spandrels and Curb,per CITY Std.Plan 201,at Dollars —Cents per EACH $ /EA S 5. 28 LF CONSTRUCT FCC CURB,Including Removal of Existing,per CITY Std.Plan 200,Type"A", at Dollars Cents per LN.FT. $ /LF S 6. 60 LF CONSTRUCT PCC CURB AND GUTTER, Including Removal of Existing,per CITY Ski. Plan 200,Type"B",at Dollars Cents per LN.FT. $ /LF $ 7. 590 SF CONSTRUCT FCC SIDEWALK,Including Removal of Existing,per CITY Std.Plan 202, Case"B",at Dollars $ Cents per SQ.FT. f �SF $ Page 14 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4 (Cont.): MAGNOLIA AVENUE,FROM AVENUE TO MT.VERNON AVENUE PLAN NQ 12809(SS 12-006) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT MICE TOTAL OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 8. 560 SF CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH,Iseladiag Removal of Eliding,per CITY Std.Plan 203, at Dollars R Cells per SQ.FT. $ /SF S 9. 2 EA MODIFY EXISTING PCC CURB RAMP,per Caftans Std.Plan AMA,at Dollars A Cents per EACH $ /EA S 10.(S) 6,600 SF MICRO-GRIND EXISTING FCC SIDEWALK,AC PAVEMENT OR PCC GUTTER,at Dollars A _Cents per SQ.FT. $ /SF S 11. 630 SY COLD MILLING,1-1/2",at Dollars Cents per SQ.YD. $ /SY S 12. 2,800 SF PAVEMENT REPAIR,Including Removal and Replacement of min 2-1/2"of Asphalt Concrete Pavement Section,at Dollars Cents per SQ.FT. S /SF $ 13. 900 SF PAVEMENT REPAIR,Including Removal and Replacement of min 4"of Asphalt Concrete Pavement Section,at Dollars A Cents per SQ.FT. $ /SF S 14. 980 SF COMPOSITE PAVEMENT SECTION REPLACEMENT,Including Removal and Replacement of Existing AC Over FCC Pavement Section,at Dollars Cents per SQ.FT. $ /SF $ Page 15 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4 (CONT): MAGNOLIA AVINUE,FROM WESTERN AVENUE TO W.VERNON AVENUE PLAN NO. 12809(SS 12005) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES, 15. 55 TN CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY,I-1/2",at Dollars A Cents per TON $_J TN $ 16.(S) 4,200 SY POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, at Dollars A Cents per SQ.YD. $ /SY $ 17. 32 ELT SLURRY SEAL,TYPE II,with Latex,(based on application rye of 1,150 SF/ELT min.to 1,350 SF/ELT max),at Dollars A Cents per EXTRA LONG TON $ /ELT $_ 18. 7 EA ADJUST EXISTING WATER VALVE COVER TO GRADE,at Dollars A Cents per EACH $ /EA $ 19.(D) 30 TN UNTREATED BASE(PATCHING& FLATWORK,at Dollars A Cents per TON $ /TN $ 20.(S) I LS THERMOPLASTIC TRAFFIC STRIPING, AND RAISED PAVEMENT MARKERS, REFLECTORIZED,per CALTRANS Std.Plans A24D&A24E, at the Lump Sum price of Dollars d: Cents LS $ 21.(S) 1 LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6-1.03 of these Special Provisions,at the Lamp Sum price of Dollars A Cents. LS $ Page 16 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4(CONT): MAGNOLIA AVENUF,FROM WFS ERN AVENUE TO Mt VERMIN AVENUE PLAN NO,12809(SS 12-005) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY Effla, AND UNIT PRICE WRITTEN IN WORDS. IN FIGURES IN FIGURES, 22.(S) I EA CONSTRUCTION INFORMATION SIGN,at Dollars A Cents per EACH $1 EA $ TOTAL BID SCHEDULE NO. 4: $ (FIGURES) (WORDS) Page 17 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 5: MEDICAL C NT RDRIVE,FROM HOME STREET TO le STREET PLAN NO. 12817(SS 11-003) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL Et), OUANTITY Ein AND UNIT PRICE WRITTEN IN WORDS, IN FIGURES IN FIGURES I. I LS MOBILIZATION,at the Lump Sum price of Dollars & Cents LS $ 2. I LS TRAFFIC CONTROL., at the Lump Sum price of Dollars & Cents LS $ 3. 250 SF CONSTRUCT FCC SIDEWALK,Including Removal of Existing,per CITY Std.Plan 202, C "B",at Case"B" ,K Dollars & Cents per SQ.FT. $/SF $ 4. 9 EA CONSTRUCT FCC CROSS GUTTER& SPANDREL;Including Removal of Existing Spandrels and Curb,per CITY Std.Plan 201,at Dollars & Cents per EACH $ /EA S 5. 230 LF CONSTRUCT PCC CURB AND GUTTER,and Remove Existing,per CITY Std.Plan 200,Type B,at Dollars & Cents per LN.FT. $ /LF S 6. 18 EA MODIFY EXISTING PCC CURB RAMP,per Caitrans Std.Plan ASIA,at Dollars & Cents per EACH $__J EA S 7. 2 EA CONSTRUCT PCC BUS PAD,per SPPWC Std. Plan 131-2 at Dollars & Cants per EACH $ /EA $ Page 18 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 5(CONT): MEDICAL C�DRIVE,FROM HOME STREET TO 16�STREET PLAN NO. 12817(SS 11-003) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL 1 OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 8. 15 SF MICRO-GRIND EXISTING PCC SIDEWALK, AC PAVEMENT OR FCC GUTTER,at Dollars A Cents per SQ.FT $ /SF S 9. 110 SF CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH,Including Removal of Existing,per CITY Std.Plan 203,at Dollars k Cents per SQ.FT. $ /SF S 10. 250 SF CONSTRUCT FCC COMMERCIAL DRIVEWAY APPROACH,Ineluding Removal of Existing,per CITY Std.Plan 204,at Dollars A Cents per SQ.FT S /SF S 11. 220 SF CONSTRUCT PCC ADA BYPASS,per CITY Std.Plan 203,at Dollars k Cents per SQ.FT. S /SF S 12. 23,800 SF REMOVE AND DISPOSE OFFSITE EXISTING ASPHALT CONCRETE PAVEMENT,5",at Dollars A Cents per SQ.FT. $ /SF $ 13. 660 SF REMOVE PORTLAND CEMENT CONCRETE PAVEMENT,(MEDICAL CENTER DRIVE),at Dollars A Cents per SQ.FT. S /SF S 14.(S) 3,200 SY FULL DEPTH RECLAMATION(MEDICAL CENTER DRIVE),Including Pulverize to 12" Depth,Regrade to 7"Below Grade,Export Surplus Material,Cement Treat Rough Grade Material at 614,Compact,Cure,and Micro-crack at Dollars k Cents per SQ.YD. $ /SY $ Page 19 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHLDULE NO. 5(CONT): MEDICAL CENTER DRIVE,FROIVI HOME STREET TO le STREET PLAN NO. 12817(SS 11-003) ITEM ESTIMATED DESCRIPTION OF ITEMS UNlf PRICE TOTAL N(. OUANTITY E U AND UNIT PRICE WRITTEN IN WORDS, Emma )N FIGURES 15. 4,300 SF PAVEMENT REPAIR,Including Removal and Replacement of min 4"of Asphalt Concrete Pavement Section,at Dollars 8t Cents per SQ.FT $ /SF $ 16. 1,090 TN CONSTRUCT ASPHALT CONCRETE PAVEMENT,MIN.6"at Dollars A Cents per TON $ TN $ 17. 100 ELT SLURRY SEAL,TYPE H,with Latex,(based on application rate of 1,150 SF/ELT min.to 1,350 SF/ELT max),at Dollars A Cents per EXTRA LONG TON $ /ELT $ 18. 9 EA ADJUST EXISTING WATER VALVE COVER TO GRADE,at Dollars A Cents per EACH $ /EA $ 19.(D) 30 TN UNTREATED BASE(PATCHING& FLATWORK,at_ Dollars A Cents per TON $ /TN $ 20.(S) 1 LS THERMOPLASTIC TRAFFIC STRIPING, AND RAISED PAVEMENT MARKERS, REFLECTORIZED,per CALTRANS Std.Plans A20A,A20B,A20D,A24A,A24D&A24E, at the Lump Sum price of Dollars dt Cents LS $ 21.(S) 12 EA REPLACE EXISTING TRAFFIC INDUCTIVE LOOP DETECTOR,complete in place,at Dollars A Cents per EACH $ /EA $ Page 20 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 5 (CONT): MEDICAL CENTER DRIVE,FROM HOME STREET TO le STREET PLAN NO. 12817 (SS 11-003) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL PILO OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS. IN FIGURES IN FIGURES, 22.(S) 10 EA INSTALL NEW TRAFFIC INDUCTIVE LOOP DETECTOR,complete in place,at Dollars g Cents per EACH $ /EA $ 23.(S) I LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6-1.03 of these Special Provisions,at the Lump Sum price of Dollars A Cents. LS $ 24.(S) 2 EA CONSTRUCTION INFORMATION SIGN,at Dollars A Cents per EACH $/ EA $ TOTAL BID SCHEDULE NO. 5: $ (FIGURES) (WORDS) Page 21 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) SUMMARY OF BID SCHEDULES PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS: "K"STREET,FROM OAK STREET TO RIALTO AVENUE,PLAN NO, 12801 (SS 11-011 ); EVANS STREET,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12807(SS 12-017); 15Th STREET,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12808(SS 12-016); MAGNOLIA AVE,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12809(SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME ST TO 16Th ST,PLAN NO. 12817(SS 11-003) BIDDER (Contractor Name) TOTAL BID SCHEDULE NO. 1: $ (FIGURES) (WORDS) TOTAL BID SCHEDULE NO.2: $ (FIGURES) (WORDS) TOTAL BID SCHEDULE No.3: $ (FIGURES) (WORDS) TOTAL BID SCHEDULE No.4: $ (FIGURES) (WORDS) TOTAL BID SCHEDULE No.5: $ (FIGURES) (WORDS) GRAND TOTAL BID*$ (FIGURES) (WORDS) *Grind Total Bid is equal to the total of Bk1 Schedule No.1,plus Bid Schedule No.2,plus Bid Schedule No.3, plus Bid Schedule No.4,plus Bid Schedule No.5. Page 22 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) BID NOTES: The unit price must be written in words and also shown in figures, for all work items. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts,"UNIT"prices shall govern over extended amounts,and"WORDS"shall govern over"UNIT"figures. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID(the combined total of Bid Schedule No. 1,plus Bid Schedule No. 2, plus Bid Schedule No. 3,plus Bid Schedule No.4,plus Bid Schedule No. 5). Submitted bids must include complete bid amounts for each bid item of each Bid Schedule to be considered valid bids. The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, implements,supplies,and all applicable sales taxes and fees necessary to complete the Project,as based on the City Engineer's estimate of quantities of work. The total price must be extended for each item of work and the total of all items inserted in the space provided. Bidden shall complete and submit entire BID DOCUMENTS section as their Bid to the CITY. Failure to do so will result in the Bid being sue-responsive. Any situation not specifically provided for will be determined at the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a Bid,or the existence or treatment of an irregularity in a Bid,shall be final. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. Codes: Units of Measurement (F) Final Pay Quantity EA Each (S) Specialty Bid Item LS Lump Sum (D) Deletable Work Item SF Square Foot SY Square Yard ELT Extra Long Ton LF Linear Feet TN Ton (D) Deletable work item; only to be incorporated in the work as provided via written direction from the Engineer. (S)Specialty Bid Item—are bid items that are considered part of the total base bid but are not considered part of the Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-3.2,"Additional Responsibility,"of the Standard Specifications. (F)Final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. Page 23 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) Table No. 1 Polymer Asphalt Surface Sealer for use with Scrub Seal--Requirements Tat on lmnkion Method , Specification Viscosity(077(SFS) ASTM D244 50-350 Residue,w%,minimum. ASTM D244 67 pH ASTM E70 2.0-5.0 Sieve,w%,max. ASTM 13244 0.1 Oil distillate,w%,max. ASTM 13244 0.5 Test on Residue ) Viscosity a 140°F,(P),maximum. ASTM 172171 3000 Penetration @ 39.2°F,minimum. ASTM D5 40 Elastic Recovery on residue by distillation,%,minimum. AASHTO T59,1101 (1,2) 60 Test on Latex: Specific Gravity ASTM 1475 1.08—1.15 Tensile strength,die C dumbbell,psi,minimum ASTM D412 3) 500 Swelling in rejuvenating agent,%maximum;48 hours exposure @ ASTM D471(9 40% 104°F Modified intact film Test on rejuvenating agent: Flash point,COC,°F ASTM D92 >380 Hot Mix Recycling Agent Classification ASTM D4552 See Section II Attachments to Addendum No.one Plans and Special Provisions Nos.12801,12807,12808.12809 8.12817 March 14,2012 (Attachments not numbered) C. MAIN LINE EXISTING RCP STORM AIN ` �� STORM DRAINBOX 1 •i • j`` • i., V .0*AS p Nri:1 *4).- .,-0 0 1, 0 r°I". E � CLASS C MORTAR'ill II o o I LAS 45' 4" 100 , r PLAN 4" 100 r CHIP PIPE TO SURFACE OF E CONCRETE AND ROUND EDGES PIPE F I \.. ;/MN iiiiti-----41Vii.4* / f f CONC ) PIPE UNDISTURBED I SUPPORT�PIP�C-2000 s s 265-C-14)CONCRETE MINIMUM BEARING ACKFlLL SEE NOTE 3 SURFACE = OD/2 SECTION B-B SECTION C-C CASE 1 PLAIN CONCRETE PIPE D = 24" (600 mm) MAX 4" 100 mm MIN z E VARIES TO SUIT CONDITIONS + 8 �� CLASS C MORTAR '�?a A 1.1.11001e- 1 Air 'IV c U 8" (200 mm) MAX SADDLE SADDLE PLAN SECTION CASE 2 SADDLE CONNECTION STANDARD PLANS FOR PUBUC WORKS CONSTRUCTION PLAN „ �, ..� PIPE ONNECTIONS TO 335-2 ONEENIPOIDK°° EXISTING STOR DRAINS INK EXS AEK 19N.2000 AVIV_ 17i-;41_ il?° ] sat7;°->?if i:',>11tT.=.1 °1 °.i:i!IIa° ^1!>'-T•ll'.;111 ,;»I ° E MAIN LINE EXISTING RC BOO( STORM DRAIN LAN 45' cl, EXISTING RCP STORM DRAIN J V %tom 6- ` c••••� I g4a 1 11 1 r RNs 1 , X33'' .EE 4. CLASS C MORTAR E (100 mm I I 40. S 14. PLAN • CSP OR RCP Jr. RCP irsit4 4 . 0. ■4111. ,0 -i*.______ 4 I ___„,,, v,4. ..,..„.....,, __,„,,, ,„,,,,,,„ A 0 fr.. RCP : 4 CSP OR RCP IA 1 f UNDISTURBED EARTH \ CORRUGATED STEEL EL AND CONNECTOR TPIPE , NO BAND CONNECTOR ACROSS TRENCH , NEEDED FOR RCP) WITH 450—C-2000 II CONCR—14) CONCRETE BACKFlLL. SEE NOTE 3 BURN OR CUT PIPE TO SURFACE OF CONCRETE AND ROUND EDGES OF RCP SECTION E-E OPTIONAL RECTANGULAR RECAAR COLLAR 9 DIAMETER OF CSP MIN GAGE 15' (375 mm) - 21" (525 mm) 16 OD MINIMUM BEAR (r SURFACE = 00/2 24' (660 mm) 14 SECTION F-F CASE 3 RCP OR CSP 0 - 24• (600 mm) MAX STANDARD 15 ANS FOR PUBLIC WORKS CONSTRUCTION stANDMM PLAN P PE C.N 11ONS To 335-2 EX1$11NQ DRAINS SHEET 2 OF 3 NOTES CASE 1 AND CASE 3 1. OUTSIDE DIAMETER OF NE CONNECTOR PIPE SHALL NOT BE GREATER THAN 1/2 THE INSIDE DIAMETER OF THE RCP MAIN UNE. 2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREATER THAN 24" (600 mm). 3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THE OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS 1" (30 mm). THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BE OMITTED IF THE PIPE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN WALL. 4. ALL CSP AND FITTINGS SHALL BE GALVANIZED. BAND CONNECTORS MAY BE 2 GAGES UGHTER THAN THE PIPE. BUT WITH A MINIMUM GAGE OF 16. THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAVING MINIMUM DIMENSIONS OF 2"x2"x3/16" (50 mm x 50 mm x 5 mm) AND 5 1/2" (140 mm) BOLTS. 5. WHEN JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE, THE INSIDE DIAMETER D OF THE CSP SHALL BE AT LEAST EQUAL TO BUT NOT MORE THAN 3" (75 mm) GREATER THAN THAT OF THE RCP. 6. CONNECTOR PIPES SHALL BE NOT MORE THAN 5' (1.5 m) ABOVE THE INVERT. 7. CONNECTOR PIPES SHALL ENTER MAIN UNE RCP RADIALLY. 8. WHEN CONNECTING TO A RCB, SPPWC 333 SHALL BE USED IF THE TOP OF THE CONNECTOR PIPE IS LESS THAN 12" (300 mm) BELOW THE SOFFIT OF THE RCB OR THE FLOW UNE OF THE PIPE IS LESS THAN 13" (330 mm) ABOVE THE FLOOR OF THE RCB AT THE INSIDE FACE. CASE 2 9. SADDLE CONNECTIONS SHALL BE USED WHEN CONNECTING TO PIPES 21" (525 mm) OR LESS IN DIAMETER WITHOUT THE USE OF JUNCTION STRUCTURES OR PRECAST Y BRANCHES. 10. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN PIPE SO ITS AXIS WILL BE ON NE UNE AND GRADE OF THE CONNECTING PIPE. 11. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 12. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASE 1 AND CASE 3. STANDARD PLANS FOR PUBUC WORKS CONSTRUCTION STANDARD PLAN P " E c• CTIONS TO 335-2 EXISTING STORM DRAINS sHEEr 3 OF 3 DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS The "Bid and Contract Documents" for this project consists of three (3)Parts as follows: PART I — Administration PART II — Special Provisions The above two (2)parts are bound together in one (1) manual titled "Bid and Contract Documents" PART III — PLANS, One (1) separately bound set DRAWING NOS. 12801, 12807, 12808, 12809& 12817 - SHEETS 1 -9 PAVEMENT REHABILITATION ON FIVE CITY STREETS: "K" STREET, FROM OAK STREET TO RIALTO AVENUE, PLAN NO. 12801 ( SS 11-011 ); EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE, PLAN NO. 12807( SS 12-017); 15TH STREET,FROM WESTERN AVENUE TO MT. VERNON AVENUE, PLAN NO. 12808( SS 12-016); MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE, PLAN NO. 12809( SS 12-005 );and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET,PLAN NO. 12817( SS 11-003 ) Contents for Bid and Contract Documents CITY OF SAN BERNARDINO TABLE OF CONTENTS PART I ADMINISTRATION NOTICE INVITING SEALED BIDS BID DOCUMENTS BID FORM B-1 BID SCHEDULE No. 1 B-2 BID SCHEDULE No. 2 B-8 BID SCHEDULE No. 3 B-11 BID SCHEDULE No. 4 B-14 BID SCHEDULE No. 5 B-18 SUMMARY OF BID SCHEDULES B-22 BIDDER'S INFORMATION AND SIGNATURE C-1 ACKNOWLEDGEMENT OF ADDENDUMS C-2 SPECIAL NOTICE C-3 DESIGNATION OF SUBCONTRACTORS C-4 BIDDER SELF PERFORMANCE VERIFICATION FORM C-5 WORKERS' COMPENSATION INSURANCE CERTIFICATION C-6 NON-COLLUSION AFFIDAVIT C-7 FORM OF BID BOND C-8 MBE/WBE INFORMATION - GOOD FAITH EFFORTS C-9 REFERENCES FOR WORK C-12 PRE-QUALIFICATION C-13 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-11 SECTION 4 - CONSTRUCTION SCHEDULE&COMMENCEMENT OF WORK,TIME OF COMPLETION&LIQUIDATED DAMAGES SP-13 SECTION 5 - LEGAL REQUIREMENTS SP-16 SECTION 6 - GENERAL SP-23 SECTION 7 - UTILITIES SP-34 SECTION 8 - DESCRIPTION OF WORK SP-38 SECTION 9 - TRAFFIC CONTROL SP-43 SECTION 10 - MOBILIZATION SP-50 SECTION 11-A - CLEARING AND GRUBBING SP-53 SECTION 11-B - REMOVE TREE SP-55 SECTION 12 UNCLASSIFIED EXCAVATION SP-56 SECTION 13-A-UNCLASSIFIED FILL SP-59 SECTION 13-B - FULL DEPTH RECLAMATION(MEDICAL CENTER DRIVE) SP-61 SECTION 14-A- ASPHALT CONCRETE SP-65 SECTION 14-B- POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL) SP-70 SECTION 14-C- MICRO-GRIND EXISTING ASPHALT AND CONCRETE SURFACES SP-79 SECTION 15 - UNTREATED BASE(PATCHING AND FLATWORK) SP-81 SECTION 16-A - PORTLAND CEMENT CONCRETE SP-82 SECTION 16-B - COMPOSITE PAVEMENT SECTION REPLACEMENT SP-87 SECTION 17 COLD MILLING SP-91 SECTION 18 - THROUGH SECTION 19 BLANK SP-93 SECTION 20 - THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS,REFLECTORIZED SP-94 SECTION 21 - THROUGH SECTION 22 BLANK SP-96 SECTION 23 - ROADSIDE SIGNS AND POSTS SP-97 SECTION 24 - INDUCTION LOOP DETECTOR SP-98 SECTION 25 - ADJUSTMENT OF WATER FACILITIES SP-102 SECTION 26 - REINFORCED CONCRETE PIPE SP-105 SECTION 27 - CONCRETE STRUCTURES SP-108 SECTION 28 - BLANK SP-112 SECTION 29 - SHORING OF EXCAVATION SP-113 SECTION 30 - THROUGH 42 SP-115 SECTION 43 - SLURRY SEAL SP-116 SECTION 44 - THROUGH 45 BLANK SP-122 SECTION 46 - ADJUST UTILITY FRAME AND COVER TO GRADE SP-123 SECTION 47 THROUGH SECTION 49 BLANK SP-124 SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-125 SECTION 51 - CONSTRUCTION INFORMATION SIGN SP-127 SECTION 52 THROUGH SECTION 62 BLANK SP-129 APPENDIX SCRUB SEAL TRAILER EXHIBIT CONSTRUCTION INFORMATION SIGN MOCKUP STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION CITY STANDARD PLANS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS CALTRANS STANDARD PLANS CALIFORNIA MUTCD STANDARDS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT PART I ADMINISTRATION Engineer's Estimate(Range Only): $500,000 to$750,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino (CITY) will receive bids for: PAVEMENT REHABILITATION ON FIVE CITY STREETS "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ); EVANS STREET, FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12807 ( SS 12-017); 15TH STREET, FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12808 ( SS 12-016); MAGNOLIA AVENUE, FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12809 ( SS 12-005 ); and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817 ( SS 11-003 ) in accordance with Special Provision Nos. 12801, 12807, 12808, 12809 & 12817 in file in the Office of the City Engineer, Department of Public Works, 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, CA 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$10.00 per set. Electronic copy of the above documents are available upon request by contacting the City Engineer's Office and by providing a firm name, physical address, contact person, phone number and fax number for inclusion on the CITY's List of Plan Holders. It shall be the responsibility of those receiving electronic versions of the Plans and Special Provisions to provide the above listed information and confirmation of receipt of any issued addendum to the City Engineer's Office a minimum of one (1) business day prior to the scheduled day of the Bid Opening. Only those listed on the CITY's "LIST OF PLAN HOLDERS" and providing confirmation of any issued addendum shall be eligible to submit bids for this project. Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California, with the bidder's name and address, the specification title and number and "SEALED BID " clearly marked on the outside of the envelope. Said bids will be received up to the hour of 2:00 p.m., on, Tuesday, March 20, 2012, at which time all of said bids will be publicly opened, and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. 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 extended and inserted in the spaces provided. The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the time the Contract is awarded. The prime Contractor shall perform, with its own forces, Contract work amounting to at least 50 % of the Contract price. A bidder's Self Performance Verification Form is required herein, and is provided in the Bid Documents in Part I of these Special Provisions. 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 Thursday , March 8, 2012 at 2:00 p.m., in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California. This meeting is to provide information, to answer questions, to inform bidders of MBEs/WBEs subcontracting and material supply opportunities, and to make the prime Contractor aware of the CITY's outreach program as it relates to minority 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. This Project is subject to requirements for the employment of apprentices registered with the California Department of Industrial Relations, Division of Apprenticeship Standards. Additional information can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations from Contract specifications, or to reject any and all bids. No bidder may withdraw his bid within 45 working days from the date of the bid opening. The CITY reserves the right to take all bids under advisement for a period of 90 days. Specific questions regarding this Project should be submitted in writing to the City Engineer's Office as follows: City Engineer's Office Third Floor San Bernardino City Hall 300 North"D" Street San Bernardino, CA 92418-0001 SUBJECT: PAVEMENT REHABILITATION ON FIVE CITY STREETS: ("K" STREET,FROM OAK STREET TO RIALTO AVENUE,PLAN NO. 12801 (SS 11-011); EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE,PLAN NO. 12807(SS 12-017); 15TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE,PLAN NO. 12808(SS 12-016); MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE,PLAN NO. 12809(SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET,PLAN NO. 12817(SS 11-003)) Attention: Ted Rigoni Tel: (909) 384-5198; Fax: (909) 384-5190 E-mail: Rigoni_te @sbcity.org Inquiries or questions based on alleged patent ambiguity of the Plans or the Special Provisions must be communicated as a bidder inquiry prior to the bid opening. Any such inquiries or questions, submitted after the bid opening, will not be treated as a bid protest. Written responses will only be provided to written questions. No written response will be provided to verbal questions. CITY OF SAN BERNARDINO City Clerk NOTICE TO ADVERTISE: SPECIFICATION NOS. 12801, 12807, 12808,12809& 12817 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE 02/21/12 & 02/27/12 (FIVE WORKING 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 Plans and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor, materials, transportation and service for the PAVEMENT REHABILITATION ON FIVE CITY STREETS "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ); EVANS STREET, FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12807 ( SS 12-017); 15TH STREET,FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12808 ( SS 12-016 ); MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12809 ( SS 12-005 ); and MEDICAL CENTER DRIVE, FROM HOME STREET TO 16TH STREET PLAN NO. 12817 ( SS 11-003 ) in strict conformity with Plans and Special Provisions Nos. 12801, 12807, 12808 12809 & 12817 , of the Department of Public Works, City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2009 Edition. The undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy of the Contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the Contract, in the manner and time therein prescribed, and that he will take in full payment therefor the following unit prices or lump sum prices, to-wit: B-1 PLANS AND SPECIAL PROVISIONS NOS. 12801,12807,12808,12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1: "K"STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011) 2TIM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL IQ, OUANTmTy 1 $ND UNIT PRICE WRITTEN IN WOBDg atom IN FIGURES 1. 1 Is MOBILIZATION,at the Lump Sum prim of L ' '_- l...iJ Dollars & " Cants LS $ / 04 LX 2. I LS TRAFFIC CO 'OL,,at the Lump Sum price of 1( i t1' Vl.sA 011.e t 1 nil P Dollars & "!F,Ili Cots L5 $ -1 t OD L 07 3. 900 SF CONSTRUCT PCC CURB RAMP,IaNading Removal of EaLtle per Calirana Std. Plan ABM,at Se_V1r Dollars A_tint Q Oil Cents per SQ.FT. S-7'.3°1 SF S Le 4 0 •DO 4. 50 LP CONSTRUCT PCC CURB AND GUTTER, Iacladlag Removal of Ezl,ling,per CITY Std. Plan 200,Type"IV,at fin!L3t1 -itj tilt 'Dollars & Cants per LN.FT. S„:S• 1/LLF S 1 400,it 5. 10 EA MODIFY EXISTING PCC cup RAMMP,per, Calm,std.Plan A$aA,at .v� huv4t fed VOYtj Dollars & -IQ VD Cents per EACH S 5`f0,14 EA S 5 100.,l)0 6. 270 SF CONSTRUCT PCC ADA BYPASS,per CITY Std.Plan 203,at S i X Dollars • 'Se,itml Coats per SUM S 1°1SF $ \< D'1 'CO 7. 3 RA CONSTRUCT PCC CROSS GUTTER R SPANDREL,Incladieg Ramovai of E:tiling Span rrtla an Curb,per CITY Std.Plan 201, at 1 Nit -rinows0.hcl lyjp RI, 1\IkYVifed Dollop & 'I Al) ....Cents par EACH $_` C:uc!EA $ 15900,00 Page 2 of 23;Addendum No.one:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:08pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.008/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801,12807,12808,12809 8r 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): "K" STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL In QUANTITY ORD Bing= IN MAWS S. 2 EA REMOVE TREE at setla hunri a ti Se J eh-1-1) Dollars k 1'l) Cents par EACH tile A/BA S 15 CFO Co 9. 305 LF CONSTRUCT PCC GUTTER,belittling Drill &Road Dowel sad Removal of fabling,per CITY 200,Type"B;at�{� Dollars & Cants per LN.FT. $15 /LP $ 451 5,Ou 10. 210 LF CONSTRUCT PCC CURB,Including Removal of Eniattag,per CITY Std.Plan 200,Type"A", at Dollars dr adt14. Cents per LN.Fr. S i;'*) /LP $ I(•(�G 11. 1,450 SF CONSTRUCT PCC SIDEWALK,Including Removal of Esbtiag,per CITY Std.Plan 202, Case 11",at V Dollars & t1 w{-15 Cents per SQ.FT. S S:30 /SF S -7 to X5.00 12. 700 SF CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH,Including Removal of Twisting,per CITY Std.Plan 203,at Dollars • & qty o Cents Per SQ.Fr. ST40 /SF S SteO) ,t) 13. 510 SF CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH,laalading Removal at WW1 ,per CITY Std.Plan 204,at S'ev in Dollars & tr■ z Cents per SQ.FT _$1'- SF $ `{-v 14. 90 SF CONSTRUCT FCC ALLEY INTERSECTION APPROACH,Including Removal of Existing, �SPPWC Std,Plan 130-2,at f-j-ek.i� Do1Lra 1S,�o J SF $ t Q & Si xi-y Cents per SQ.FT. $� `L tip Page 3 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:09pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.009/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801,12807, 12808, 12809& 12817; PAVEMENT T REHABILITATION ON FIVE CITY STREETS BID SCSEDULE NO. 1 (Cont.): "K" STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ) M NIL Man M ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL AN OU1r11T PRICE WRI't7tN I WIYQ= PI FIGURES IN FIGURES 15. 1,400 LF COLD MILL WEDGE CUT,Max.3"Depth, S'wide,at et Dollets& �1ght� NN, Cents per LN.Fr. $ LF $ )-1 C,(1) 16. 6,600 SY COLD MILL 1-K?at 0 ne Dollars d: \Of fi.J 17. 10,100 SF PAVEMENT REPAIR,IacladClag ent s R empor e Sw end S 1$11 $ 9 ) Replacement golfs 2-112" (Asphalt Concrete Parer eat Sates et Orr, Dollen &nmkth FOt.y Cants per SQ.Ff. $ -" )/SF $ I t51t-1 0 18. 3,200 SF PAVEMENT REPAIR,Incledlag Re aseval and Replacement etmla 4"of Concrete Pavement Seeded at U & S>Z'11 ('1,1 t. Cents per SQ. $ ) /SF $ 9 0,CO 19.(D) 3,100 SF PAVEMENT REPAIR,(K Street,south of Oak Street),Ircivdiag Removal and Replacement of min 4" Aeolian Concrete Pavement Section at _ UU_ Dollars Cents per SQ.FT. $x.10 /SF $ 1i.510 Op 20. 330 SF MICRO-GRIND EXISTING PCC SIDEWALK, AC PAVEMENT OR PCC GUTTER,at S t Dollars& %wn,t7 Conte per SQ.FT. $ /SF $ ` VacZ 21, 2 EA CONSTRUCT MODIFIED CATCH BASIN No. 1,with Local Depreeeton,per CITY Std.Plan Noe.4q& 11n 407 aim 0uSAyici Six nc� ir'ec1 Dollars& Cents per EACH S5(6 "/A $ P00 .00 ZL 1 BA CONSTRUCT CATCH BASIN Na.2,with Local Dcpraaba,ppeer CITY Std.Plan Noe.404 R 407,stcam ThoQUIvvi tWelLIANDollerS ,�3 •,Q & Cents per EACH S /F.A $ 1300,W Page 4 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:08am From-CITY OF SAN BERNARDINO +9093845155 T-471 P.010/032 F-057 PLANS ANA SPECIAL PROVISIONS NOS. 12801, 12807, 12808,12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): "K" STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12.801 (SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL Q. Q TY ESIT. AND UNIT ring WRITTEVN wont IN P1GU ZS Ey l+ICUEs 23. 2 EA CONSTRUCT CATCH BASIN,with heal Depressionsor SPPWC Std.Plan Noe.3073& 3134,at S- 'Y‘ i 0 Li h YY�IU;IkfiL Dolts e u�J & -1/,(1) Cents per EACH $ 13u /EA $ `Lilt(Q,Up 24. 5 EA CONSTRUCT CONNECTION TO CATCH BASIN,per CITY Std.Plan No.416,at. v.\ .1Rt \ w�Y Q. Dollars at .iY�/EA $ 4WD•l� I E� Ceuta per EACH S 25. 2 EA CONSTRUCT CONNECTION TO CATCH BASIN,per SPPWC SW.Plan No. 2,at One Ar r►aksanA One hLiiitt Val Daueta & Z Cents per EACH $" c rte _' _ $ OQ.CC 26. 82 IF CONSTRUCT UCT a"RCP,2`'' OAD,al ��,�.+GLCentn per LN.FT. 1/Tv/ n.F s lob/, `c2) 27.(D) 2 EA CONSTRUCT CONCRETE COLLAR,per cfiv sea. en N9.412 at°1 ICA. en pen . Dollars& ,,� Cents per EACH $11""`' A a 3 y OC ,00 28, i BA CONSTRUCT JUNCTION STRUCTURE,Per SPPWC SW.1Plits No.335-2,at \A Ili VVALIAXPet Dollars& cis, a If irt Cents per EACH $ /EA S t CO .X 29. 2 EA CONSTRUCT JUNCTION STRUCTURE,par SPPWC SW.Plan No.3314,d t'alAr ikilOkt.CM ___ Dollars A 'L 7, g Cents per EACH $ !EA $ 6 CC G0 30. 5 EA CONSTRUCT INLET PROTECTION BAR (EilMing Basin),per CITY SW.Plan Nos.410& 411,at .� ,/ , Dollars& /faccV ___...24„ Cents par EACH S TEA $ AZ3aA a' Page 5 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03/14/2012 16:04 FAX 9093845190 PUBLIC SERVICES Ij011 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808,12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE No. 1 (Cant.): "K"STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12001 (SS 11-011 ) ITEM ESTIMATED DISCD1lriON OF ITEMS UNIT MUCK TOTAL �► QUAlinr. AND UNIT PRICE WB1TIIKIN W96Ds mina= IN FICOREs 31. 3 EA REMOVE INLET,ABANDON PIPE AND BRICK&MORTAR PLUG REMAINDER,at CiYtY fhouSati ii M Ill twit(etI Dollar t50C J;, & -Le 1) cents per EACH $ /EA $ 5 00'(A) 31(D) 50 TN UNTREATED BASE(PATCHING& FLATNORK,et `jC & `"72.X10 per TO flu•�0 $ 3500 X00 33.(5) 7,400 SY POLYMER MODIFIED ASPHALT SURFACE SEAL6�(SCRUB SEAL),GRADING D, at -jai Dollar; a L Ceate per SQ.YD S, /SY $ 0`7) 34. 60 ELT SLURRY SEAL,TYPE II,with Latex,(based oa applic tbn ram of 1,150 SPIELT mia.to 1,350 SPIEDJn e,),at f�A,�,f�w (seDollars& Cent;per y)17.`� rc� EXTRA LONG TON S/ ELT S / 35. 3 BA ADJUST Etladeg WATER VALVE COVER ' ride,it CX1 C r 10.(ed Yti"�j Dover; 150.E & Yv Cents per EACH S /EA S '45 ek 36. 560 TN CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY,1-1R*,at SeNtyk-m Saco Whoa a Cents pet TON S_IPl $ L-131. 0 , l 37. 4 EA RELOCATE SIGN AND POST,at Ohl klvtvviV k, Dotlem 65,0 & "Z..iN Cetus per EACH $_/EA $ LOC U O 35(S) S BA REPLACE EXISTING TRAFFIC INDUCTIVE LOOP `{14/- TOA4� ➢�`.-'N at. Pkca, DDollars lr7',V Cents per EACH EA $ ., 4 Pace 6 of 23;Addends&No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(Match 14,2012) 03-14-2012 05:08pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.012/032 F-057 PLANS AND SPFCL4LILT'fATION ON 12801,FIVE CITY 12808, 12809 S 12817; PAVEMENT BID SCHEDULE NO. 1 (Cont.): "K" STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO.12801 (SS 11-011 ) F ITEMS UNIT PRICE TOTAL DESCRIPTION O ITEM ESTIMATED 1 FIGU S tick � � 39.(S) 1 LS THERMOPLASTIC TRAFFIC STRIPING AND RAISED PAVEMENT MARKERS, REFLECTORI3`ED,par CALTRANS Std. Plug A20A,A24C,A24D 1d�A248, at eke Lump Sum igias_two �t ` P 1otA5�inrl I>oll� a • Axv 'Cents. Ls s (R') 400) 1 LS NPDES REQUIREMENTS,INCLUDING SWPPP,par Section 64.03 of these Special Provision,at the Lump gum price of ollars lnousa) Dam Cents. LS s @ODG 1� 41.(S) 2 RA CONSTRUCTION INFORMATION SIGN,at Dollars cd,r) & e,, _Cents per EACH S -7, SA S 1 1'0■GO TOTAL BID SCHEDULE NO. 1: S qz,6 f i (FIGURES) /Wg /"4,P1 (!a �/I� -�(1 ►fG/��-✓ - ��� �� (WORDS) Page 7 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) us-I4-vU1c u7:uypm rrom-LIlr Ur JAN tltKNAKUINU +9093845155 T-471 P.013/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.2: EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO.12807(SS 12-017) T EM ESTIMATED DF.9C*W17ON OF TTEMS UNIT PRICE TOTAL Ma MA= NM AND UNIT PRICE WRTI'TEN IN WORDS =mut IN BIGDRES 1. 1 LS MOBILIZATION, at the Ltunp Sum price of Dollars G� L)cID & Cents LS $ // 2. 1 LS TRAFFIC CONTROL at the Lamp Sum price of rY'Y(-fe A1n+JU Sty A &M 20 0 Dollars LS $ 3 COO (D__— 3. 110 SF CONSTRUCT PCC CURB RAMP,lneludtag Removal of Editing Sidewalk,per Cahrans Std. Plan ASIA,at Q;1 QU-e"v1 Dollars & rU Ceuta perSQ.F . $111-CO fSF $ la-1 V,1;0 4. 1 EA CONSTRUCT PORTION OF PCC CROSS GUTTER&Spaadral,Ineludlog Removal of Eziaiag Spandrel fed Csrb,per CITY Std.Plan 201,at C h?. OW 1 A °U" "IVLYIttat1 Dollars tdo),Gip & YII Cents per EACH $ IPA $ LI C C I a S. 12 LP CONSTRUCT PCC CURB AND GUTTER, Including Removal of Existing,per CITY Std. Plan 1Q0, "B",at Dollars & it;:t1 Cents perLN.FT. S/S1'uy LP $ Ie CO.CO 6. 2 EA MODIFY EXISTING PCC CURB RAMP,per Caltrans Std.Plan ASIA,at SI A VILA 1 Murk Dollars &, 1.1,1r0 Cents per EACH SI4'`O�FA $ Page 8 of 23;Addendum No.One:Bid Sdtedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:09pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.014/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.2 (Cont.): EVANS STREET,FROM WESTERN AVENUE TO ME VERNON AVENUE PLANNO.12807(SS 12.017) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL in mama Etsi i1ND UNIT PR C6 WRTITEN IN WORDS IN FIGURU IN FIGURES 7. 20 LP CONSTRUCT FCC CURB,Wading Removal of E per CITY Std.Plan 200,Type"A", � Denys- 46 /� Colts per LN.Fr. ___ LF' S U"e r VV 8. 2,700 LF COLD MILL WEDGE CUT,MAX P'depth, S'wfde,at 0 Y}-Q, Dollars a IlAr0 Cents per IN.FT. Si l.ao LP $ ol1 DO t 00 9. 2,500 SF PAVEMENT REPAIR,Including Removal sad Raplacement of Mlnlmam 2'h"of Asphalt Concrete Pavement Section,at t11QO Dollars &5eileilti Canto per SQ.Fr, gar-10 /SF s (.-150Th 10.(S) 5,200 SY POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, at Dollars r d( & e✓ cents persQ.YD, s sY s l4/7X,CA) 11. 300 1N -CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY,1",al eoht9 Dollars & ''Leyo Cents per TON f$20 IW S Go 12. 4 EA ADJUST FaWing WATER VALVE COVER To Grade,at OYV hoin teti Jk 1014.611-1 .�Si X vo Cents per EACH S Iz IRA S 709 r CO 13.(D) 10 TN UNTREATED BASE(PATCHING A i TWORK,et Cl�(le 1 unri{PAl -iv1 nil Dollars ILA) Cenb perTON s ILA) s ►aco uA9 Page 9 of 23;Addendum No.One Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14.2012) 03-14-2011 0b:09pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.015/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801,12807, 12808,12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.2,,(Cont.): EVANS STREET,FROM AVENUE TO M .VERNON AVENUE PLAN NQ 12807(SS 12.017) TEEM ESTIMATED DESCRIPTION OF ITEMS UNIT TRIO TOTAL 1 QUANTITY LEI AND UNIT PRICE Wi UTjSUN WORDS anima TN I IG_VIES 14.(S) ! LS THERMOPLASTIC TRAFFIC STRIPING AND RAISED PAVEMENT MARKERS, REPLECTORIZED,per CALTRANS Std.Plans A24D A A24R, at the Lump Sum price of 00ou Sa n4 (i 111 xtj ryl(eA 91,1 Dothan �. Conn LS S 1 .Lio,cc 1S.(S) 1 LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6-1.03 of thew Special Pm:Melon at the Lump Sw price of VI AVoiAset d Dotlen 21r3) cenm. ?,x o,LS s acco.cc 16.(S) 1 EA CONSTRUCTION INFORMATION SIGN,at (r A S Dollar gt.Gc R � Cents per EACH s ` � -IL EA I -31f.C I(;( TOTAL BID SCHEDULE NO.2: $ / . ° 11 '�J (FIGURES) h2�e K04 eA- 5/ r--v l° (WORDS) Page 10 0123;Addendum No.One:Bid Schedule to Pavement Rohebilitation on Five City Street(March 14,2012) 03-14-2012 05:09pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.016/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801,12807, 12808, 12809 8r. 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.3: 1ST STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808(SS 12-016) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL IQ IMMIX Y 1m war PRICE WRITTEN IN WORDS IN PTCUR&S 11RES I. 1 LS MOBILIZATION, at the Lump Sum price of & Z cam LS s /j}/OCZ)C. 2. 1 LS TRAFFIC CONTROL, at die Lump Sam price of Ill{& 1 ouS I Dollars &_ Zen) Cents LS S 3CC G 00 3. 340 SF CONSTRUCT PCC CURB RAMP,Including Rameval at'Wag Sidewalk,per Caltrw Std. Plan A88A.at AI1?1(l Dollars O & Se Mb) Cents perSQ.Fr. s /SF S '0(1 0 CO 4. 1 EA CONSTRUCT PCC CROSS GUTTER AND SPANDREL,llicsading Removal of KilaNag Spaedrel.,Cron Gutter aid Curb,per CITY std.Pin 201,at FNC, tlnoucUVI.i X \AunclYed Dollars 51a•03 A LC.in Cents per EACH s �SA S 5(t.C 0 co s. 172 LF CONSTRUCT PCC CURB AND GUTTER, Including Removal et Ell ring,per CITY Std. Plan,200,Type B,et-fiAl tth Do118cs L ,tiJ c & Si 0-1 Cents per LN.F1'. s /LF S I'{(73,Do 6. I HA MODIFY EXISTING PCC CURB RAMP,per Coltrane Std,Plan A88A,at Se )en 'UMuFI & .1 Cents perBAACH S . s "74C,00 7. 80 SF CONSTRUCT PCC SIDEWALK,Including Removal ofd,per CITY Std.Plan 202. Can"B",at `7e Ut V1 Dollars 50 t -P1-(-11 Ceuta per SQ.FT s SP S le o 0_1 00 Page 11 ot23:Addendum No.Oae:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:09pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.017/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.3 (Cont.): 15111 STREET,IiROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808(SS 12-016) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NQ, OVANTITY ME AND UNIT PRICE WRI IVI111(WORDS, 1N PWUREe 171 FIGURES 8. 200 SF CONSTRUCT FCC RESIDENTIAL DRIVEWAY APPROAC$,Including Retrieval of g,per CITY Std.Plan 203,et e ill D0118es �.�U ��C�'u� & 1.e,�'U •Coats per SQ.FT. $ /SF $ 9. 3,000 LF COLD MILL'SEDGE CUT,Mu.1"depth, S•wide,at UVie Dollars A 3(� 0 Cents per LN FT. $ �. 3 /LF $ ,CC 10, 1.5 SF MICRO-GRIND EXISTING PCC SIDEWALK, at• F -r-1'li �GU e.V� GUTTER, Donets& 5.� OU 'Ce i r Cents per SQ.FT. $ /SF $ $651 00 11. 5,600 SF PAVEMENT REPAIR,Including Removal sad Replseament of min 2-1/2"of Asphalt Concrete Pavement Seethe,et 41A10 Dollars & SCUM Cents per SQ.FT. $a.1 0 /SF $ 15 id-0 ,00 12. 450 SF PAVEMENT REPAIR,Including Removal and Replacement of min 4t of Asphak Commie Pavement Section,at \--OW( _Dollars & 1'0Y 1 Cents per SQ.FT. $ y•-I /SF S t '“) 13.(S) 4,000 SY POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, at Dollars & =i ems' Cents per SQ.YD. $3'4�/SY $/ "�' 14. 240 TN CONSTRUCT ASPHALT CONCRETE PA OVERLAY,I",at tv110 Dollars & - Cents per TON $ IN $ Page 12 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:09pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.019/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.3 (Cont.): le STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808(SS 12-016) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL I1.0.. G UAMIX. Mt AND NIT PRiCI WROIRN IN WORDS I RES rIGURES 15. S EA ADJUST EXISTING WATER VALVE COVER TO GRADE,et 0 N f. litoctfeA 5(X Dollsra A Ze Cents per EACH S I�� ��/EA S 530 00 16.(D) 10 TN UNTREATED BASE(PATCHING& FI ATwoRI,at 0 ate y(andVed tW�Ytttj Dollars Ido OG Cents per TON $ ITN $ r>-i)0 00 I7.(S) 1 LS THERMOPLASTIC TRAFFIC STRIPING, AND RAISED PAVEMENT MARKERS, REFLECTORIZED,per CALTRANS Std. Plans 24D&A24E,at the Lump Sum price of iY Vvipet i&t Dollars a_ 1'1(12 Cents Ls a /-00 . 00 18.(S) I LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6-1.03 afthoee Special Provisions,at the Lump Sum price of \1N OctSQ Dollars '7 Qro Cents. LS I o2 GCQ, (X' 1945) I EA CONSTRUCTION INFORMATION SIGN,at ,s2v)t0- 1, yvtie k SL1 Dollera 5 c, �c i'l7 Cents per EACH S1 EA S 0 CD TOTAL BID SCHEDULE NO.3: $ 7 a66''CO (FIGURES) p 5 ev e... / 00.4 'w)1` 4'4L 4/rC (WORDS) Page 13 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:10am From-CITY OF SAN BERNARDINO +9093845155 T-471 P.019/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808,12809&12817; PAVEMENT REHABILITATION ON FNE CITY STREETS BID SCHEDULE NO.4: MAI:W:0A AVENUE,FROM WESTERN AVENUE TO ME VERNON'AVENUE PLAN NO.12& (SS 12005) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NQ; Q Y 3.i ! AND UNIT PRICE_WBTITEN IN WORDt:, IMMURES IN FIGURES I. 1 LS MOBILIZATION, at the Lump Sum price of Dollars & "7-, Ceuta Ls S4i4 t)" 2. I LS TRAFFIC CONTROL, at the Lump Sum ptico of -thr--at 1 ou,SO4rd. Dollars A -Zero Coats LS S 3,opt> . 3. 500 SF CONSTRUCT PCC CURB RAMP,I.clodles Removal of Ettlatiug Sidewalk,per Caltnma Std. Plan ASIA,at e ttq�h Dollars & Zsry Cents per SQ.FT. $S•6a/SF $ '-I ,600 .aO 4. 3 EA CONSTRUCT PCC CROSS GUTTER and SPANDREL,Including Removal of Exhdng Spandrels and Curb,per CITY Std.Plan 20I,at -Three. rlhauSa.hdrin& huMBollara R Cents per EACH $3,qfel1gA $ vo•ae S. 28 LF CONSTRUCT FCC CURB,Including Rtmowil of/Atlas,per CITY Std.Plan 200,Type"A", at -i-we►'t l I. -lu�v Dollen & '?moo Cents per LN.FT. $ 3a• .F s fp i to. ° 6. 60 LF CONSTRUCT PCC CURB AND GUTTER, laeladlag Removal of Eztadog,per CITY SW. Moo 200,Type"B",at Mi irks Dollen & 2 Cents per LN.FT. $ 3O.cichp S I i5.00 . 7. 590 SF CONSTRUCT PCC SIDEWALK,Including Removal of Unties,per CITY Std.Plan 202, Cam"B',at i YL Dollars & u►..-}j Cants per SQ.FT. SS•'d/SF S 3 r I Stv.ut� Page 14 all;Addendum No.Ono:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:10pm From-CITY OF SAN BERNARDINO +9093845155 1-471 P.020/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.4(Cont.): MAGNOLIA AVENUE,FROM WINDOM AVENUE 1O MT.VERNON AVENUE MANNO. 12!09(SS12-00S) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL �+ INNEEM. ItHE AST RICE WRITTEN IN WORDS MEW= IN FIGURES 8. 560 SF CONSTRUCT FCC RESIDENTIAL DRIVEWAY APPROACH,Ineleding Removal of Emktl% per CITY Std.Plan 203, at -F;i& Dollars & 42r>Lkr--fy Conte per SQ.FT. SS• °J SF S 3,044•vt� 9. 2 EA MODIFY EXISTING PCC CURB RAMP,per Calkins SW.Plan ASIA,at S hknAKc p( •Qw+Y Dollars R Cents per EACH St2±1iitA S I atO."1' 10.(S) 6,600 SF MICRO-GRIND EXISTING PCC SIDEWALK,AC PAVEMENT OR PCC GUTTER,at & f- 4, _Cents per SQ.1 T. Cf,YYJ SF S - ••_= 11. 630 SY COLD MILLING,1-MR",at & +r�i hl .( Cents per Q,IYD. Sa'a O/SY S 1 b 01) 12. 2,100 SF PAVEMENT REPAIR,Windbag Removal and Replaeeaut of ml.2-112"of Asphalt Concrete Pavetneat Seeds*,at 'f'uso Dollars & gt vc-rj-Fy Cents per SQ.FT. S.a•'1°/SF S `7,SIo0• ot. 13. 900 SP PAVEMENT REPAIR,faelodlag Removal and Replaament disk 4"of Asphalt Concrete Pavement Beefoe,at Dollars A r}y Cents per SQ.FT. $L 4 /SF S 14. 910 SF COMPOSITE PAVEMENT SECTION REPLACEMENT,Iaeladleg Removal aid Replaeemeet of Sstatiag AC Over PCC Paremeit Sedioi,at -t-w2Ay� Dolhas R -Zorn Coati per SQ.FT. $ I a•bb/SF $ 1( ,`1(00.0 o Page 15 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:10pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.021/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.4(CONY): MAGNOLIA AVENUE,FROM WESTERN AVENUE TO ME VERNON AVENUE PLAN NO. 12809(SS 12-006) IT$lY1 ESTIMATED DESCRIPTION OP ITEMS UNIT PRICE TOTAL QUANTITY IlEn AND UNIT PRICE WRITTEN IN WORDS aim= IN FIGURES 15. 55 TN CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY,14/P,at 11-1-1 o -Iw Dollars " & Cents per TON 5429'.(5 PIN S q 5_10.""_ 16.(S) 4,200 SY POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, at a Dollars S YD. S3 V'Y/SY S/g/ IOC° 17. 32 ELT SLURRY SEAL,TYPE II,with Latex,(based on application rate of L11$0 SF/EL A 1, 50 hp— , D SF/EL ,at—7 2cc-- _-�tif.- ;., Dollars ✓ 0"---' R Can per EXTRA LONG N T S -!_ 18. 7 EA ADJUST EXISTING WATER VALVE COVER TO GRADE,at c�e.,4= filet Dollars A Cents per EACH rl 3•9iA S 511. OD 19.(D) 30 TN UNTREATED BASE(PATCHING& FLATWORX,at -i Do k Cents per TON S'' ffl4 $ a,s$0. 20.(S) 1 LS THERMOPLASTIC TRAFFIC STRIPING, AND RAISED PAVEMENT MARKERS, REFLBCTORIZED,per CALTRANS Std.Plans A24D&A24E, at the Limp Sum price of s e w411 , 44.rr Dollars R 't. t-vn Cents LS 3 tt0.31-).°0 21.(S) 1 LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6-I.03 of these Special Provisions,at the Lump Sum price of -t�wb `h�pu�,a,Ylc{ Dollars Cents. LS f Q.,enso.UD Page 16 of 23;Addendum No.One:Bid Scbedole to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:10pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.022/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801,12807,12808, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4(CONT): MAGNOLIA AVENUE,FROM WCST'RNAVENUE TO M .VERNON AVENUE PLANNO. 8(9(SS 12006) ITEM ESTIMATED DESCRIPTION OP ITEMS UNIT PRICE TOTAL N.Q. =EDE gfili UNIT PRICE WRITTEN IN WORDS, magma IN FIGURES 2243) 1 BA CONSTRUCTION INFORMATION SIGN,at Dollen Cents par EACH Si t51.° S LQO• W TOTAL BID SCHEDULE NO.4: $ J(''ri i f `-(x--) GORES) lF � � �J4,t 4--"/ (WORDS) Page 17 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 0314-2012 05:10pm prom-GITY Uh JAN tiiKNAKUINU tODOOCMOIOD 1-4r1 r.ucaivat F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801,12807, 12808,12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 5: MEDICAL CENTER term,FROM ROME STREET T016"STREET PLAN NO. 12817(SS 11-003) ITEM ESTEEMED DESCRIPTION OF flEMS UNIT PRICE TOTAL In OUAN17TY on on UNIT PRICE WRITTEN IN WORDS, IN P!CVR S N FIG_RES 1. 1 LS MOHIRdZATION,at the Lump Sum pia of a � c Ls s /31DC; � 2 t IA TRAFFIC CONTROL, at the Lump Snm prise of TThr«-thoksothit aet� LS s MO vo 3. 250 SF CONSTRUCT FCC SIDEWALK,Isalndlwg Removal of Rikting,per CITY Std.Plan 202, Coo ar, & -P,r+9 Cgatli per SQ.FT. SLP `10/SF $ 11(40o 0 4. 9 EA CONSTRUCT PCC CROSS GUTTER& SPANDREL,Including Removal of FAUN Spandrel.and Curb,per CITY Std.Phu 201,at S+y. housahei .u91n 1- tieth.rOollem Ce & CaNe per EACH $tQ I EA S 1-01.9-00. 5. 230 LP CONSTRUCT PCC CURB AND GUTTER,and Remove&Wig,per CITY Std.Plat 200,Type It it eil T-:Jp. Dollas ea & Cane per e-LN.Fr. S e' -I F S 5:1 S o•ct> 6. I I EA MODIFY EXISTING PCC CURB RAMP,par Cdtrana Std.Plan ASSA,et -�1 atiowed -C f-4y Dollar & Cade per EACH Sse50i A s ,qn •oa 7. 2 EA CONSTRUCT PCC BUS PAD,per SPPWC Std Plan 131-2 at )G -rh"SP-A 4iir a ellets ou & Cents per EACH $P °/PA S 1 a,Le cro•of Page 111 of 23;Addendum No.One:Aid Schedule to Pavement Rahabilitation on Five City Sorest+(March 14,2012) 03-14-2012 05:10pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.024/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.5(CONK: MEDICAL CENTER DRIVE,FROM HOME MEET TO 16Th STREET PLAN NO. 12817(SS 11-003) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL i QUANTITY 1E D UNIT PRICE WRITTEN IN WORDS anima INIJG URES 8. IS SF MICRO-GRIND EXISTING PCC SIDEWALK, AC PAVEMENT OR PCC GUTTER,at -Fi set,ten Dollars Cents per SQ.FT $L51 F S V3' .0c> 9. 110 SF CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH,Iedodlag Removal Of Ridding.per CITY Std Plea 203,at n t nt Dollars' & ►v Ceata per SQ,Fr. $9.00 rsp CI a O.as 10. 2S0 SF CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH,Iedoding Removal draining,per CITY Std.Plan 204,at Dollars k Cents por SQ.FT 9 S•ca:13F S a-1 OW •CFu 11. 220 SF CONSTRUCT PCC ADA BYPASS.per CITY Std.Plan 203,at t ST Dollars & •ear+,f Cents per SQ.FT. $lo•y0i9F S I Of.vo 12. 28,800 SF REMOVE AND DISPOSE OFFSITE EXISTING ASPHALT CONCRETE PAVEMENT,V',at Dollars & -ii" 'f vine. Cents per SQ.Fr. S'S 1 /SF $ I t4%lob?.ou 13. 660 SF REMOVE PORTLAND CEMENT CONCRETE PAVEMENT,(MEDICAL CENTER DRIVE),at, -+..0 D Dollars & Coats per SQ.FT. S a01SF S I,+ S d..Oo 14.(S) 3,200 SY FULL DEPTH RECLAMATION(MEDICAL CENTER DRIVE),Ieeludite Pulverize to I2" Depth,Regrade to?Below Glade,Ewe Surplus Material,Omen Treat Rough Grade Material at 6%Comp Glue,and Micro-crack at & Caen per SQ YID. c 0-4"9 rsv $ 1dc2 Page 19 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14.2012.) 03-14-2012 05:10pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.025/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. S(CONY): MEDICAL CENTER D1UV&FROM HOME STREET TO 16"STREET PLAN NO.12817(SS 11-003) ITEM ESTIMATED DESCRIFIION OF ITEMS urrr PRICE TOTAL in OUANT=TY (ND UNIT PRICE WRITTEN IN WORDS eggs, IN FIGURES 15. 4,3 0 0 SF PAV MENT REPAIR,Including Removal and Replacement digs 4"of Asphalt Concrete Pavement Seedgp,at i VPi noUese & 4h r r-hi Cents per SQ.FT Se'2 F oa 16. 1,090 TN CONSTRUCT ASPHALT CONCRETE PAvim 4,at w �.� newts PT), A 2e47 Cents per TON S 2-1-/-'TN S 79 1 17. 100 ELT SLURRY SEAL,TYPE II,with Latak,(based on application into of 1,150 SFIELT min.to 1,350 SF,/ et Dollars •Cents per Vv EXTRA LONG TON I /ELT $ '7 f 18. 9 EA ADJUST EXISTING WATER VALVE COVER TO GRADE,at On(. In net rtd dour Dallas o2 & '74ro Cents per EACH $104AA $ %1P-OD 19-(D) 30 TN UNTREATED BASE(PATCHING& FLATWORK,at -G{g h Si)< Dollen A Cent.per TON S` hr oRN S S d:r=. 20.(5) 1 1.3 THERMOPLASTIC TRAFFIC STRIPING, AND RAISED PAVEMENT MARKERS, REFLECTOBIZED,per CALTRANS Std Plane A20A,A208,A20D,A24A,A24D&A24E, at tba Lump Sum price of +oN 46241d -emu r hark-4(1W= Cent. LS S ',y 00.oa 21.(S) 12 EA REPLACE EXISTING TRAFFIC INDUCTIVE LOOP DETECTOR,complete in place,at ' 9._ k UradrCd�vJc Dollars & 7..e-ri Cents per EACH S S /.5_.op Page 20 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:11pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.028/032 F-057 PLANS AND SPECIAL PROVISIONS NOS. 12801,12807, 12808,12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.S(CONT): MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO.12817(SS 11413) ITEM ESTIMATED DESCRIPTION OF ITEMS UI'UT PRICE TOTAL I1 QUANTITY IN UN RI E WR1TIV4 IN WORDS ROOM P4 P URES 22.(S) 10 EA INSTALL NEW TRAFFIC INDUCTIVE LOOP DETECTOR,Complelo in place,at -1w0 hKhdred 'c Ale Dollar* & Ze-r0 Coats per EACH s2C44A $ ao 1g 0. 0 23.(S) I LS NPDES REQUIREMENTS,INCLUDING SWEEP,per Section 6-1.03 of these Special Pmvlaioa*,at the Lump Sum price of +wo ` o4Ascuvt ot Dollars & O - Cents. LS s. a►ooz, vo 24.(8) 2 FA CONSTRUCTION INFORMATION SIGN,at 4-igh4- 1-tµnd✓co( ' iV-1,i Dollars �a & Z _l Cents per EACH $12A EA $ I,'1 �• TOTAL BID SCHEDULE NO.S: S. ,3 /7 4 9 7`s c.) (FIGURES) #242,e, , . ,, sad e„-f?,,;10...,.. A, ` 44-04 Gwe- ?? (WORDS) Page 21 of 23;Addendum No One Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) 03-14-2012 05:11pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.027/032 F-057 SUMMARY OF BID SCHEDULES PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808,12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS: 'V STREET,FROM OAK STREET TO RIALTO AVENUE,PLAN NO, 12801(SS 11-011 ); EVANS STREET,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12807(SS 12-017); 1S'STREET,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12808(SS 12-016); MAGNOLIA AVE,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12809(SS 12-005); and MEDICAL CENTER DRIVE„FROM HOME ST TO le ST,PLAN NO. 1'2.817(SS 11-003) mum: Hillcrest Contracting, Inc. (Coalractor Name) TOTAL BID SCHEDULE NO.1: $ �, J �l off` 4 (FIGURES) /Lkl "T I: ` ,,S(A&fc.c f -Y�1 ( WORDS) TOTAL BID SCHEDULE NO.2: S �3 316 ,09 (FIGURES) WPr✓► � UcC04-4 kiv Thk �-. - � /k(WORDS) TOTAL BID SCHEDULE No.3: S ?, °2""°6-4ti" (FIGURES) v/ L COAA �. sl 0 b 4 (WORDS) TOTAL BID SCHEDULE No.4: S l d /i " 6 g 8` -- - —(FIGURES) 0A/ �%,✓� �tsSr4 vu.2 4/24 Z-i?1\ WORDS) TOTAL BID SCHEDULE No.S; $ 3/7/ l 7 f (FIGURES) 44.et6/444ckt6-$Z7i 2.y��c c�—� /)( Y—t (.5 `Q'E' !k-v--'i (WORDS) GRAND TOTAL BID*$ 0 ` 6/ 7 V - (FIGURES) .y.`.u..d.fyL �/ = t`72 �-�, w:�. — (WORDS) *Grand Total Bid is equal to the total of Bid Schedule No.1,plus Bid Schedule No.2,plus Bid Schedule No.3, plug Bid Schedule No.4,plus Bid Schedule No.S. Paga 22 of 23;Addendum No.One:Hid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) BID NOTES: The unit price must be written in words and also shown in figures, for all work items. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended amounts,and"WORDS"shall govern over"UNIT"figures. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID(the combined total of Bid Schedule No. 1, plus Bid Schedule No. 2, plus Bid Schedule No. 3, plus Bid Schedule No. 4,plus Bid Schedule No. 5). Submitted bids must include complete bid amounts for each bid item of each Bid Schedule to be considered valid bids. The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, implements, supplies, and all applicable sales taxes and fees necessary to complete the Project, as based on the City Engineer's estimate of quantities of work. The total price must be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their Bid to the CITY. Failure to do so will result in the Bid being non-responsive. Any situation not specifically provided for will be determined at the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a Bid,or the existence or treatment of an irregularity in a Bid, shall be final. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. Codes: Units of Measurement: (F) Final Pay Quantity EA Each (S) Specialty Bid Item LS Lump Sum (D) Deletable Work Item SF Square Foot SY Square Yard ELT Extra Long Ton LF Linear Feet TN Ton (D) Deletable work item; only to be incorporated in the work as provided via written direction from the Engineer. (S)Specialty Bid Item—are bid items that are considered part of the total base bid but are not considered part of the Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-3.2,"Additional Responsibility,"of the Standard Specifications. (F)Final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. B-23 BIDDER'S INFORMATION AND SIGNATURE: It is the understanding of the undersigned that the work hereinabove described shall be commenced within Ten (10) working days from the date of the "Notice to Proceed", and shall be completed within Seventy (70) Working Days from the date of said notice,as directed in SECTION 4 of these Special Provisions.. The undersigned further agrees that in case of default in executing the Contract, or furnishing necessary bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this Bid shall be paid to the City of San Bernardino as liquidated damages. Licensed in accordance with an act providing for the registration of Contractor, LICENSE EXPIRATION NO.: 471664 CLASSIFICATION: A HAZ DATE: 4/30/13 FIRM NAME: HILLCREST CONTRACTING,INC. BUSINESS ADDRESS: 1467 CIRCLE CITY DR. CORONA,CA 92879 BUSINESS PHONE. 951-273-9600 FAX: 951-273-9608 CELL: 714-791-6040 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: CORPORATION Is Bidder currently a certified DBE? Yes ❑ No LEI' Legal Status of Firm NAME(5) ADDRESS(ES) GLENN J. SALSBURY-PRESIDENT 1467 CIRCLE CITY DR.CORONA,CA 92879 EINER G. LINDHOLM-VP/SECRETARY 1467 CIRCLE CITY DR.CORONA,CA 92879 SIGNATURE OF BIDDER: j`'' Dated: MARCH 20 _,20 12 i G NN J. SALSBURY-PRESIDENT C-1 Hillcrest Contracting, Inc. BIDDER'S FIRM NAME ACKNOWLEDGEMENT OF ADDENDUMS PLANS & SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809 &12817 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. BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO.1 �' DATE: 31141P- ADDENDUM NO.2 DATE: ADDENDUM NO.3 DATE: ADDENDUM NO.4 DATE: C-2 ****************************************************************** SPECIAL NOTICE ****************************************************************** The bidder's attention is directed to the Section entitled, "Required Listing of Proposed Subcontractors", in Section 2 of these 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. The bidder shall provide the actual dollar "Sub-Contract Amount" as submitted by each listed sub-contractor, keeping in mind that the prime contractor for this project is required to provide or perform, with his own organization, Contract work amounting to at least 50% of the total contract bid price. Material required for any of the Contract work of this Project that is purchased directly by the prime Contractor is considered as included in the prime Contractor's 50% requirement. If material purchased directly by the prime Contractor is to be used by a listed sub-contractor in performing Contract work, the dollar amount of such purchased material should not be included in the dollar amount listed for said sub-contractor. Subsection 2-3.2, "Self Performance," of the Standard Specifications, shall be revised as follows: If the Bid submitted by the Contractor fails to meet at least fifty (50) percent of the amount of work required with its own forces, the Bid will be considered non-responsive and rejected with no further consideration. If after execution of the Agreement the CITY discovers the Contractor is performing work amounting to less than fifty (50 percent) of the Contracted amount, except for "Specialty Items," the Contractor will be notified that he or she is in violation of the Contract and will have that portion subcontracted for which is less than fifty percent (50%) of the amount of work required to be performed by the Contractor deducted from payment to the Contractor. The deduction shall not exceed fifty percent (50%) of the Contracted amount required to be performed by the Contractor. The Contractor will not be penalized by the CITY resulting from Contract Change Orders that increase subcontract items of work. Subcontracts shall include provisions that the Contract between the CITY and the Contractor is part of the subcontract. Subcontracts shall also contain certification by the subcontractor that said subcontractor is experienced in, qualified to do, and knowledgeable about, the subcontracted work. Copies of subcontracts shall be available to the Engineer at the time any litigation against the CITY concerning the Project is filed. C-3 Hillcrest Contracting, Inc. BIDDER'S FIRM NAME DESIGNATION OF SUB- CONTRACTORS PLANS & SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809 &12817 In compliance with the provisions of Section 4100-4114 of the Public Contract Code of the State of California and any amendments thereof,each bidder shall set forth the name and location of each subcontractor who will perform work or labor or render service to the Contractor. Name&Address Agency&No. of Sub-Contractor's Under Which MBE/WBE CERT. Phone#, Sub-Contract Work to Be Licensed (If Applicable) License#&Class Amount Performed: . 1. ' $ C1�1( 6 toot Ai X24 iss 4-- 2. ,, .:A/ f$/ $ qgj 11(2),D �l V7 A�itiYll — it/11211, it? 2c, �y 3./9/?Oj7J') 79%' 'VA/ p $ i7'),V`l0 6644. 7,02-aPy 4. eci-L9. -c, 7/1,-J7JTh sit-p,/ 25>/yit ' 5,0eC/�1/56 c7 7 5. 6. IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-4 Hillcrest Contracting, Inc. BIDDER'S FIRM NAME BIDDER SELF-PERFORMANCE VERIFICATION FORM PLANS & SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809 &12817 (To be completed and submitted with Prime Contractor's Bid documents) This form is intended to assist the Bidder in verifying its compliance with Subsection 2-3, "Subcontracts," of the Standard Specifications and these Special Provisions. 9 0 id- (1) Total Dollar($) amount of the Work to be performed by Subcontractors: $ ikA.Jc j— (2) Specialty Items (to be performed by Subcontractors): 3 '437 V20 '26/ 18 Item No. Item No. $ Item No. $ Item No. $ Item No. $ Item No. $ Item No. $ Item No. $ Subtotal: $ (3) Net subcontracted amount $ D 0/ OD (Line 1-Line 2): (4) Contract Price (Grand Total from he S,hedul of Prices : (5) Contract Price less Specialty Items to b performed 1bysubcontractors: (Line 4-Line 2) $ °� C 1{g�` 0`&/ (6) Percentage to be self-performed([Line 5 —Line 3 ine 5 X 100): (by Prime Contractor) If Line 6 is less than 50%, the amount of work to be self-performed by the Prime Contractor is not in conformance with Subsection 2-3, "Subcontracts," of the Standard Specifications and these Special Provisions. C-5 WORKERS' COMPENSATION INSURANCE CERTIFICATION I am aware of the provisions of Section 3700 of the Labor Code requiring every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract. Contractor: NAME OF FIRM: Hillcrest Contracting, Inc. BY: /■-• TITLE: Glenn J. Salsbury-President DATE: -.31 aG[(a C-6 (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will result in rejection of bid.) NON-COLLUSION AFFIDAVIT To the Department of Public Works,City of San Bernardino, State of California: The undersigned in submitting a bid for performing the following work by Contract, being duly sworn, deposes and says: That he or she is of the party making the foregoing bid,that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid,or that anyone shall refrain from bidding; communication, or conference with anyone to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the Contract on anyone interested in the proposed Contract;or take any action in restraint of free competitive bidding in connection with such Contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Hillcrest Contracting, Inc. Firm Na !!- S. ature of Bidder Glenn J. Salsbury-President Printed Name and Title 1467 CIRCLE CITY DRIVE CORONA CA 92879 Business Address N/A Place of Residence Subscribed and sworn to(or affirmed)before me this day of ,20 the above proved to me on the basis of satisfactory evidence to be the person who appeared before me. Signed Notary Public in and for the County of ,State of California. My Commission expires on , Year C-7 JURAT State of California County of Riverside Subscribed and sworn to (or affirmed) before me The 20th day of March 2012 by, Glenn J. Salsbury proved to me on the basis of satisfactory evidence to be the perso ) who appeared before me. Signature: s„= A. CROMBACH A. Crombach, Notary Public ..._ COMM. 41913119 7 (� =741$ • NOTARY PUBLIC-CALIFORNIA m \t?- RIVERSIDE COUNTY D i My Comm Expires Nov.13.2014 ' 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 of this form to another document. Description of Attached Document: Non-Collusion Affidavit Document Date: Pages: Signer(s) Other Than Named Above None BOND #08560235 PREMIUM NIL FORM OF BID BOND KNOW ALL MEN BY THESE PRESENTS,that we,the undersigned, HILLCREST CONTRACTING, 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 PAVEMENT REHABILITATION ON FIVE CITY STREETS —';"K" STREET FROM OAK STREET TO RI 1 `� NO. ; 1 —� AVENUE TO MT. VERNON PLAN NO. 12807 (SS 12-017) ; 15TH STREET FROM WESTERN AVENUE TO MT VERNON AVENUE PLAN NO. 12808 (SS 12-016) ; MAGNOLIA AVENUE FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12809 (SS 1a2�—X005); AND MEDICAL CENTER DRIVE** ** FROM HOME here STREET exact TO description 6Th STREET PLAN rt loc 128,17s it(55 appears the Bid and Contract Document) for which bids are to be opened on MARCH 20, 2012 (Insert date of opening) NOW, THEREFORE, a. If said Bid shall be rejected,or in the alternate, b. If said Bid shall be accepted and the Principal shall execute a contract in the Form of contract attached hereto(properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void;otherwise,the same shall remain in force and effect;it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall,in no event,exceed the penal amount of this obligation as herein stated. The Surety, for value received,hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or alfectcd 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 8TH day of MARCH , 20 12 . 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. FIDELITY AND DEPOSIT HILLCREST -CONTRACTING, INC. (SEAL) COMPANY OF MARYLAND (SEAL) Principal Soh' AFT By: / By , / Signature Signature RICHARD A. COON Glenn J. Salsbury-President ATTORNEY—IN—FACT Printed Name and ri1k Printed Name and Title 'VOTE:Notarization of Principal and Surety signatwac and Power of Attomcy of the Surety shall accompany this form. C-8 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT mac'- _ ai: ar er flr.er er"`rr- STATE OF CALIFORNIA County of Orange } On 3-8-12 before me, Lexie Sherwood, Notary Public Date Here Insert Name and Title of the Officer personally appeared Richard A. Coon Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the LEXIE SHERWOOD person(s), or the entity upon behalf of which the person(s) cw m.#1856339 acted, executed the instrument. NOTARY An i_IC®CALIFORNIA n j ORANGE COUNTY I certify under PENALTY OF PERJURY under the laws of � y Comm.Ezp.JULY 27,2013 the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal i � Signature � Place Notary Seal Above Signature of Nota 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): Ill Corporate Officer—Title(s): ❑ Partner—El Limited El General ❑ Partner—❑Limited El General El Attorney in Fact RIGHTTHUMBPRINT ❑ Attorney in Fact RIGHTTHUMBPRINT El Trustee OF SIGNER El Trustee OF SIGNER ❑ Guardian or Conservator Top of thumb here El Guardian or Conservator Top of thumb here ❑ Other: El Other: Signer Is Representing: Signer Is Representing: v im: -- :J - e cesc;e<, rya+ `rr " ®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 CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT State of California County of Riverside ON March 20, 2012 before me, A.Crombach, Notary Public , personally appeared Date Here Insert Name and title of the Officer Glenn J. Salsbury, who proved to me on the basis of satisfactory evidence to be the Name(s) of Signer(s) person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the state of California that the foregoing is true and correct. Witness my hand and official seal A. CZOMBACH L f_ fr NOTARY PU IC#1913119 W CAUFOR U 1 �`r NOT'AP.Y PVBUC•CALIFORNIA CO ;19} F0VERSIDE COUNTY to Signature of Notary Public 44;,..--tit- u,,Hamm expires Nov.13.2014 A.Crombach, Notary Public OPTIONAL Though law does not require the information below, it may prove valuable to persons relying on the document and could prevent fraudulent removal of this form to another document. Description of Attached Document: Bid Bond Document Date: Number of Pages: Signer(s) Other Than Named Above Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer—Title(s): Glenn J. Salsbury - President ❑ Partner- ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: 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 WILLIAM J.MILLS,Vice President,and ERIC D.BARNES,Assistant Secretary, in pursuance of authority granted by Article V1,Section 2,of the By-Laws of said Company, are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date h e ors by nominate,constitute and appoint Richard A.COON,Charles L.FLAKE,David L.CULT n e S• . ' ' OOD,all of Anaheim,California, EACH its true and lawful agent and • 1 :• '1 61 , d deliver,for,and on its behalf as surety,and as its act and deed: any an, T),,G. ,is .n e . � ,. "yij. -xecution of such bonds or �.6 •',7),,#. -'.in in ,as fully and amply,to all intents and undertakings in pursuance of these prese I purposes,as if they had been d e� t 4 �a attorney revokes that issued on behalf of Richard A.COON, Charles L.FLAKE, ' U ew P.FLAKE,Lexie SHERWOOD,dated November 7,2005. The said Assistant JamesieWby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2.of the By-Lsssaid Company.and is now in force. IN WITNESS WHEREOF, 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 15th day of November,A.D.2006. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND 'y.o DEPOse, #A'i°.'fo 0 o Y .r ,., ... i A.:,,c,._ -,\., 7,2 0 h,ni By: , Eric D. Barnes Assistant Secretary William J. Mills Vice President State of Maryland 1 ss: City of Baltimore f On this 15th day of November, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came WILLIAM J. MILLS,Vice President, and ERIC D. BARNES, 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. t:. ' ,, t . / / .CJ,. . a l,J..4/'<.,--- ,.1 Constance A. Dunn Notary Public My Commission Expires: July 14,2015 POA-F 012-4150H 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 tai_'.. ^' T : fa Lilai':i12 ioreg:;ing i'Uw� vI t1iaU111��iJ Sall in iuii li:,ri,i,arid G c�:i ii.i the iidii, at li1.J�,u ai��i:Co, ......i d'.- iLL1...Cr.,:,.Cu ,_.at 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 8TH day of MARCH , 2012 ,`mil Assistant Secretary PART II SPECIAL PROVISIONS SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 1-1 SPECIFICATIONS AND PLANS 1-1.01 GENERAL -- The work embodied herein shall be done in accordance with the Standard Specifications for Public Works Construction, latest edition in effect on the first day of the advertised "Notice Inviting Sealed Bids" for this Project, and City of San Bernardino Standard Drawings, insofar as the same apply and in accordance with the following Special Provisions. 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms are used,they shall be understood to mean and refer to the following: Agency - The City of San Bernardino, or CITY. Board - The Mayor and Common Council for the City of San Bernardino. City Engineer - The City Engineer for the City of San Bernardino. Laboratory - The laboratory to be designated by the City of San Bernardino to test materials and work involved in the Contract. Office of the District - Whenever, in the Standard Specifications and these Special Provisions, reference is made to the office of the District or the District's office, such references shall be deemed made to the Office of the City Engineer, Public Works Department, located on the 3rd floor of City Hall for the City of San Bernardino, 300 N. "D" Street, San Bernardino. SP-1 The mailing address for the City of San Bernardino's Public Works Department is: City of San Bernardino Public Works Department 300 North"D" Street, 3rd Floor San Bernardino, CA 92418-0001 Resident Engineer - The Resident Engineer is the City of San Bernardino's Engineer City Engineer, registered as a Civil Engineer in the State of California, or the designated representative of the City of San Bernardino's City Engineer, registered as a Civil Engineer in the State of California. Notice Advertising for Bids - Notice Inviting Sealed Bids. Standard Specifications - Standard Specifications for Public Works Construction "Green Book". Other terms appearing in the Standard Specifications, and these Special Provisions, shall have the intent and meaning specified in Section 1-2, "Definitions", in the Standard Specifications. 1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the Agency (CITY) are contained in the most current edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", as written and promulgated by the Public Works Standards, Incorporated, a mutual benefit corporation comprised of five members representing the American Public Works Association, and four members from the Associated General Contractors of California, the Engineering Contractors Association, the Southern California Contractors Association, and BNi Publications, Incorporated. The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, Special Provisions, or other Contract documents. Only those Sections requiring amendment or elaboration or specifying options are called out. In case of conflict between the Standard Specifications and these Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. SP-2 References in these Special Provisions to "CALTRANS Standard Specifications" shall mean the Standard Specifications (MAY, 2006) of the State of California, Department of Transportation. References in these Special Provisions to Standard Plans shall mean the Standard Plans for the City of San Bernardino or other governing agency as specified. Applicable Standard Plans for this project are contained in the "Standard Drawings" section of these Special Provisions. Where the Plans or Special Provisions describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place, that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work involved in executing the Contract. The Contractor shall meet or exceed the applicable Public Works Policies and Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. The Plans and Special Provisions for this Project shall conform to the requirements of the City of San Bernardino Municipal Code and Public Works Construction Policies, the latest editions of the Standard Specifications for Public Works Construction (Green Book), the American Concrete Institute (ACI), the current California Building Code, the current California Plumbing Code, CALTRANS Standard Plans, CALTRANS Standard Specifications, and these Special Provisions. Wherever reference it made to any of the standards mentioned above, the reference shall be construed to mean the code, order or standard that is in effect on the first day of the advertised "Notice Inviting Sealed Bids". 1-1.04 TAXES -- No mention shall be made in the proposal of Sales Tax, Use Tax, or any tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person contemplates submission of a Bid for the proposed Contract and is in doubt as to the true meaning of any part of the services to be performed, they may submit a written request for an interpretation or correction thereof The person submitting the request will be responsible for its prompt delivery by 5:00 p.m. of the 5th working day prior to the day of the proposed Bid opening. Any interpretation or correction of the proposed documents shall be made only by Addendum duly issued and copy of such Addendum will be faxed, emailed, 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 Special Provisions at no cost after the Award of Contract. The Contractor shall obtain all additional sets at its own cost. SP-4 SECTION 2 2-1 BID REQUIREMENTS AND CONDITIONS 2-1.01 GENERAL -- Bids must submitted on the bid form contained herein. All bids shall be signed, sealed and accompanied by cash, cashier's check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the Contract if awarded to him. In the event the bidder, to whom the Contract is awarded, refuses to execute said Contract, and/or fails to file the necessary bonds and insurance certificate within ten (10) working days following the date of the CITY's Notice of Award letter, the Bidder shall be considered as not fully executing the Contract. By not executing the Contract, the use by the public of the improvements will be delayed and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix the amount of said damage. Therefore, the CITY and the bidder agree that the bid guarantee of 10% of the bid shall be paid to the CITY as liquidated damages and not as forfeiture. Bid bonds shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provisions. Notarization of the signatures of the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. Any bid not accompanied by such bid bond will be rejected as invalid. 2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy for establishing goals for participation of Minority and Women's Business Enterprises (MBE/WBE) was adopted by Resolution No. 95-409 of the Mayor and Common Council of the City of San Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-411 and the Standard Operation Procedures dated January 1994. Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all other business enterprises. Prime bidders could reasonably be expected to produce a level of participation by interested subcontractors of 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. 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 (CUCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.dot.ca.gov/hq/bep/find certified.htm SP-6 (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, Special Provisions and requirements for the selected sub-contracting work. (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. SP-7 2-1.04 SUBMISSION OF MBE/WBE INFORMATION — GOOD FAITH EFFORTS - The Contractor may submit the MBE/WBE INFORMATION — GOOD FAITH EFFORTS document with the Contract Bid Documents prior to the hour of the bid opening. If this document is not submitted with the Bid Documents, it must be submitted to the Public Works Department, upon request, by 4:30 p.m. on the fourth working day following the day of the bid opening. *In the of case short bid opening periods, proof of faxes requesting MBE, WBE participation and faxed requests for assistance in recruitment of MBEs and WBEs shall suffice. 2-1.05 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS -- Each bid shall have listed therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in the amount of 1/2 of one percent of his total bid or $10,000.00, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of said Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. A sheet for listing the subcontractors, as required herein, is included in the Bid Documents, in Part I of these Special Provisions. 2-1.06 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Special Provisions, Plans, addenda, and all other Contract Documents. The submission of a Bid shall constitute an acknowledgement upon which the CITY may rely that the Bidder has thoroughly examined and is familiar with all the Contract Documents. B. The failure or neglect of a Bidder to receive or examine any of the Contract Documents shall in no way relieve that Bidder from any obligation with respect to its Bid or to the Contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of the Contract Documents. C. The Bidder shall not be allowed any extra compensation by reason of any matter or thing, concerning that which such Bidder might have fully informed himself prior to the bidding. 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-8 2-1.07 REQUIRED INSPECTION OF THE SITE -- A. Bidders are required to inspect the site of the proposed work to satisfy themselves by personal examination, or by such other means as they may prefer, of the location of the proposed work, and of the actual conditions, including subsurface of, and at, the site of the proposed work. B. If, during the course of examination, a Bidder finds facts or conditions that appear to be in conflict with the letter or spirit of the bidding documents, the Bidder shall notify the Engineer immediately. C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own examination of the following: 1. The site of the proposed work. 2. Access to the site. 3. All other data and matter requisite to the fulfillment of the work. 4. The Bidder's own knowledge of existing facilities on and in the vicinity of the site of the proposed work under the Contract. 5. The conditions to be encountered. 6. The character, quality, scope and complexity of the proposed work. 7. The quality and quantity of the materials to be furnished. 8. The requirements of the Special Provisions, Plans, any Addenda, or any other Contract Documents. D. The information provided by the CITY is not intended to be a substitute for, or a supplement to, the independent verification by the Bidder to the extent such independent investigation of site conditions is deemed necessary or desirable by the Bidder. SP-9 2-1.08 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION CONTRACT -- No engineering or architectural firm which has provided design services for a Project shall be eligible to bid on the Contract to construct the Project. The ineligible to bid include the prime contractor for design, subcontractors of portions of the design, and affiliates of either. An affiliate is a firm which is subject to the control of the same persons, through joint ownership or otherwise. 2-1.09 WITHDRAWAL OF BIDS -- A bid may be withdrawn by a written request signed by the Bidder. Such requests must be delivered to the CITY's designated official prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids" or an amended date and hour stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guarantee. 2-1.10 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions attached to a bid will render it irregular and may cause its rejection. The completed bid forms shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid, modification, or withdrawal will be considered. SP-10 SECTION 3 3-1 AWARD AND EXECUTION OF CONTRACT 3-1.01 GENERAL -- The award of the Contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed. The award of the Contract will be made by the Mayor and the Common Council at a Council meeting. The bidder, to whom the Contract is awarded, shall file with the Engineer all required bonds and insurance policies, and execute the Contract within 10 calendar days after receiving notification of the award. Failure to file the stipulated documents and execute the Contract within the prescribed time shall constitute good and sufficient grounds for rescission of the award and payment of 10% of the bid to the CITY as liquidated damages. 3-1.02 AWARD OF CONTRACT -- Following a review of the bids, the CITY shall determine whether to award the Contract or to reject all bids. The award of Contract, if made, will be to the lowest responsible Bidder as determined solely by the CITY. Additionally, the CITY reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any irregularity and to take the bids under advisement for the period of time stated in the legal Notice Inviting Sealed Bids as may be required to provide for the best interests of the CITY. The Contractor's original signature on the Bid Form shall constitute a commitment on the part of the Bidder to furnish the items as set forth in the Bid Form, the Special Provisions-Instructions to Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and Addenda, together with any attachments. The Bidder to whom the Contract is awarded shall be notified upon approval of the Contract by the Mayor and Common Council. The Bid Form, the Special Provisions-Instructions to Bidders, the Plans, the Special Provisions, the Notice Inviting Sealed Bids and Addenda, together with any attachments, shall be considered as part of the Contract between the CITY and the Contractor to whom the Contract is awarded. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. 3-1.03 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the Notice to Proceed is executed by the CITY. In accordance with Section 2-4, "CONTRACT BONDS", of the Standard Specifications, the Contract bonds, including Payment Bond(Material and Labor Bond) and Performance Bond shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Contractor shall provide to the CITY three (3) original "wet" copies of Payment and Performance Bonds equal to 100% of the award amount of the Contract. SP-11 3-1.04 DISQUALIFICATION OF BIDDERS -- In the event that any Bidder acting as a prime contractor has an interest in more than one submitted bid, all such submitted bids will be rejected and the Bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one Bidder and, while doing so, may also submit a formal bid as a prime contractor. No Contract will be executed unless the Bidder is licensed in accordance with the provisions of the State Business and Professions Code. The Contractor shall fill out all documents contained in the Bid Document section, and comply with all the requirements of the Bid Documents and specifications contained in the Special Provisions. Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to BMP/SWPPP, traffic control and detour plans or escrowed bid documents, where applicable, will delay the issue of the Notice to Proceed, and such delay will subject the bidder to a negative determination of the bidder's responsibility should the bidder choose to participate in future public works bid offerings. SP-12 SECTION 4 4-1 CONSTRUCTION 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 the notification of award, inform the Construction/Survey Manager of any special circumstances or conditions that might prohibit the Contractor from attending a Pre-Construction Meeting during this period, or from commencing work as scheduled. In respect to work performed under the Contract, Subsection 6-1, "Construction Schedule" of the Standard Specifications, shall be deemed revised to include as follows: The Contractor's representative and the Contractor's principal [$10,000 of work and above of the Contract work] subcontractors shall attend the City's pre-construction meeting. Other agencies and utilities involved in this Project may also have separate pre-construction meetings; the Contractor and applicable subcontractors are required to attend the agency/utility meetings. In respect to work performed under the Contract, the first sentence of the first paragraph of Subsection 6-1, "Construction Schedule and Commencement of the Work," of the Standard Specifications, shall be deemed revised to read as follows: The Contractor shall submit a proposed construction schedule (Gantt Chart) for the entire Work to the Engineer for review and approval five (5) working days prior to the Pre-Construction Meeting and revised schedules thereafter as required by the Engineer when the Contractor's activities differ or are expected to differ from the latest existing schedule. If the Contractor has not submitted a Construction Schedule upon the date to start work in the Notice to Proceed, the Contractor will not be allowed to start work and will not be granted additional time. The Contractor shall refer to Section 8-1.01, "Description of Work," of these Special Provisions for any required or preferred sequence of work. SP-13 4-1.03 NOTICE TO PROCEED -- The Notice to Proceed shall not be issued until all required documents have been submitted and approved by the Engineer. The Contractor shall immediately notify and obtain the approval of the Construction/Survey Manager, prior to the Pre-Construction Meeting, should special circumstances or conditions exist that might prohibit the Contractor from providing all required documentation and commencing work as scheduled within 10 working days of the Pre-Construction meeting. Required documentation shall include the Contractor's applicable NPDES plan (for required submittal time refer to Section 6-1.03 of these Special Provisions), the proposed Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required). The Construction Schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. The schedule shall be in the form of a tabulation, chart or graph. 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work for Bid Schedule Nos. 1, 2, 3, 4 & 5 to completion before the expiration of Seventy (70) WORKING DAYS from the date of the "NOTICE TO PROCEED". 4-1.05 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed", Contractor and its subcontractors shall obtain a CITY Business Registration from the City Clerk's Office, San Bernardino City Hall, 300 North"D" Street, 2°d Floor, San Bernardino, CA 92418. 4-1.06 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San Bernardino the sum of Seven Hundred Fifty Dollars ($750.00) per day for each calendar day's delay in finishing the work in excess of the number of working days prescribed above. In case all the work called for is not completed in all parts and requirements within the time specified, the CITY shall have the right to grant or deny an extension of time for completion, as may seem best to serve the interest of the CITY. The Contractor will not be assessed with liquidated damages during the delay in the completion of the work caused by acts of God or of the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors, epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from the beginning of such delay, notify the CITY, in writing, of the cause of the delay. The CITY will ascertain the facts and the extent of the delay, and the findings thereon shall be final and conclusive. SP-14 4-1.07 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer by the tenth day 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 designee will make a daily determination of each working day to be charged against the Contract time. Per the Contractor's written request, the Engineer will provide working and non-working days to the Contractor. 4-1.08 INSPECTION -- The Contractor is responsible to notify the Public Works Department's Inspection Office 48 hours prior to the start of any work. Any work performed without inspection by the CITY is subject to rejection and removal of work performed and, at the Contractor's expense, the work will have to be reconstructed. At the CITY's request, and the Contractor's expense, any pipes less than 24" must be inspected by camera for joint grouting and any other inspection. For inspection after regular working hours, see Section 6-1.06, "HOLIDAYS, WORKING DAYS AND HOURS", of these Special Provisions. SP-15 SECTION 5 5-1 LEGAL REQUIREMENTS 5-1.01 INSURANCE REQUIREMENTS -- The Contractor shall procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors. The Contractor shall indemnify and save harmless the City of San Bernardino, the County of San Bernardino, the State of California, and/or any incorporated city from all claims or suits for damages arising from the prosecution of the Contract work, as more fully described in Subsection 5-1.07, "CONTRACTOR'S LIABILITY", of these Special Provisions. The Contractor agrees to protect, defend and indemnify the City of San Bernardino against loss, damage or expense by reason of any suit claims, demands,judgments and causes of action caused by the Contractor, its employees, agents or any subcontractor, or by any third party arising out of or in consequence of the performance of all or any operations covered by the Certificate of Insurance. The Contractor, at its option, may include such coverage under Public Liability coverage. 5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Section 7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor shall furnish the CITY with a policy or certificate of liability insurance prior to execution of the Contract. All of the Insurance Policies shall name the City of San Bernardino as an additional insured. The endorsement shall be provided by the broker or agent of the insurance company and shall be notarized to that effect. ACCORD Forms are not acceptable, nor forms signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See attached sample forms.) Contractor shall maintain minimum limits of insurance no less than: 1. General Liability: $1,000,000.00 per occurrence and $2,000,000.00 aggregate for bodily injury, personal injury and property damage. Commercial General Liability Insurance or other form with a general aggregate limit shall apply separately to this Project/location; SP-16 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 WORKERS' COMPENSATION INSURANCE -- The Contractor's attention is directed to Section 7-4, "Workers' Compensation Insurance", of the Standard Specifications, providing that the Contractor shall file a signed Certificate of Workers' Compensation Insurance before execution of the Contract. 5-1.04 PAYMENT OF PREVAILING WAGE 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 wages shall comply with current rates and all updates in effect on the date of the first advertisement by the City Clerk of the "Notice Inviting Sealed Bids". The Contractor shall comply with the provisions in Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. 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-17 (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request. (c) Each Contractor shall file a certified copy of the records enumerated in subdivision (a) with the Engineer on a weekly basis. It will be the Contractor's responsibility to submit the records enumerated in subdivision (a) for all his subcontractors, in addition to his own employees. Failure to submit the records enumerated in subdivision (a) on a timely basis shall constitute good and sufficient reason for withholding the partial payments for work accomplished. 5-1.06 EMPLOYMENT OF APPRENTICES -- This Project is subject to the State of California Division of Apprenticeship Standards (DAS) requirements for the employment of apprentices. The Contractor's attention is directed to the provisions in the following section of the California Labor Code concerning employment of apprentices on public works projects: 1773.3 An awarding agency whose public works contract falls within the jurisdiction of Section 1777.5 shall, within five days of the award, send a copy of the award to the Division of Apprenticeship Standards. When specifically requested by a local joint apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding all such awards applicable to the joint apprenticeship committee making the request. Additional information regarding the Contractor's options for the employment of apprentices registered with the California Department of Industrial Relations, DAS can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. 5-1.07 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person or persons, either workers or the public; or for damage to any person or persons, either workers or the public; or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his workers, or any one employed by him; against all of which injuries or damages to persons and property the Contractor, having control over such work, must properly guard. SP-18 The Contractor shall not encroach on private property adjacent to this Project in any phase of the construction without first obtaining a signed Right of Entry document from the property owner and submitting this Right of Entry to the Engineer for approval, prior to any entry or encroachment onto private property. The Contractor shall be responsible for any injury to any person or damage to property resulting from any defects or obstruction occurring any time before Project completion and final acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer from all suits or actions of every name and description brought for, or on account of, any injuries or damages received or sustained by any person or persons, by the Contractor, his servants or agents, in the construction of the work or in consequence of any negligence in guarding the same, in improper materials used in its construction, by or on account of any act or omission of the Contractor or his agents, and so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the CITY may be retained by the CITY until disposition has been made of such suits or claims for damages aforesaid. If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the Engineer may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. 5-1.08 DIFFERING SITE CONDITIONS -- During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the Contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the Contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed. Upon written notification, the Engineer will investigate the conditions, and if the Engineer determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the Contract, an adjustment, excluding loss of anticipated profits, will be made and the Contract modified in writing accordingly. The Engineer will notify the Contractor of his determination whether or not an adjustment of the Contract is warranted. SP-19 No Contract adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice. No Contract adjustment will be allowed under the provisions specified in this section for any effects caused on unchanged work. Any Contract adjustment warranted due to differing site conditions will be made in accordance with the provisions in Section 3-4, "Changed Conditions", of the Standard Specifications. 5-1.09 ATTORNEY'S FEES AND ARBITRATION -- The prevailing party in any legal action to enforce or interpret any provisions of this Agreement will be entitled to recover from the losing party all attorney fees, court costs and necessary disbursements in connection with that action. The costs, salary and expenses of the 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. 5-1.10 CITY BUSINESS REGISTRATION CERTIFICATE -- The Contractor and its subcontractors warrant they possess, or shall obtain, and maintain during the term of this Agreement, business registration certificate(s) 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-20 ACORD FORM INSURANCE SAMPLE: ACCORD CERTIFICATE OF INSURANCE DATE(MM/YY/DD) oo/oa/oo PRODUCER THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. COMMERCIAL ASSOCIATES INS.,INC. THIS CERTIFICATE DOES NOT AMEND,EXTEND, OR ALTER 1226 EAST LA PALMA AVENUE THE COVERAGE AFFORDED BY THE POLICIES BELOW. ANAHEIM, CA 92807 COMPANIES AFFORDING COVERAGE (714)524-4949 FAX: (7145)524-4940 COMPANY A CNA-TRANSCONTINENTAL INSURED COMPANY B CNA—VALLEY FORGE 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. CO POLICY POLICY EFFECTIVE POLICY EXPIR LTR TYPE OF INSURANCE NUMBER DATE(MM/YY/DD) DATE(MM/YY/DD) LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 X COMMERCIAL GEN LIABILITY FIRE DAMAGE(ANY ONE FIRE) A s 500,000 CLAIMS MADE OCCUR MED EXP(ANY ONE PERSON) $ 5,000 X OWNER'S&CONTRACTOR'S PROT 102267576 02/01/98 02/01/99 PERSONAL&ADV INJURY $1,000,000 GENERAL AGREGATE $2,000,000 PRODUCTS-COMP/OP AGG $2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 X AUTO BODILY INJURY (Per Person) $ _ $ ALL OWNED AUTOS BODILY INJURY (Per ident) $ BAP 5197135 02/01/98 02/01/99 SCHEDULED AUTOS rMAGE • $ HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY C $ other than auto onlyA:H ACCIDENT 5 ANY AUTO EACH ACCIDENT other than auto only: $ AGGREGATE WORKERS COMPENSATION AND X WORKERS COMP EMPLOYER'S LIABILITY STATUTORY LIMITS C E.L.EACH ACCIDENT $1,000,000 02/01/99 $1,000,000 THE PROPRIRETOR/ INCL E.L.DISEASE—EA EMPLOYEE PARTNERS/EXECUTIVE OFFICERS ARE: EXCL E.L.DISEASE—POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED RE: (INSERT PROJECT NAME) BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUEING THE CITY OF SAN BERNARDINO COMPANY WILL MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMES TO THE LEFT. DEPARTMENT OF PUBLIC WORKS AUTHORIZED REPRESENTATIVE 300 N. "D" STREET, 3RD FLOOR JOHN E.SMITH (Signature) SAN BERNARDINO,CA 92418-0001 ACCORD 25-S(1/95) ®ACCORD CORPORATION SP-21 COMMERCIAL GENERAL LIABILITY NAMED INSURED: POLICY NUMBER: THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED OWNERS, LESSEES OR CONTRACTORS (FORM B ) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE SCHEDULE NAME OF PERSON OR ORGANIZATION: CITY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS 300 NORTH"D" STREET, 3RD FLOOR SAN BERNARDINO, CA 92418-0001 , f2.' IT 11 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule,but only with respect to liability arising out of"your work" for that insured by or for you. NOTE: MUST BE SIGNED BY AUTHORIZED REPRESENTATIVE FOR PROVIDER SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND CG 2010 11 85 Authorized Representative for CNA Insurance Group Golden Eagle Insurance Company SP-22 SECTION 6 6-1 GENERAL 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity of any item of work subject to the provisions in Section 3-2.2, "Contract Unit Prices", of the Standard Specifications varies by more than 25 percent, compensation payable to the Contractor will be determined in accordance with Section 3-2.2.1, "General", of the Standard Specifications and these Special Provisions. When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less than $1,500 at the applicable Contract unit price, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. Should the total pay quantity of any item of work required under the Contract be less than 75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. The payment of the total pay quantity of such item of work will in no case exceed the payment which would be made for the performance of 75 percent of the Engineer's Estimate of the quantity at the original Contract unit price. 6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise levels Said noise level requirements shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. SP-23 6-1.03.a NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM REQUIREMENTS -- Contractor, without limitation, shall be responsible for providing and implementing Best Management Practices to comply with National Pollution Discharge Elimination System (NPDES) standards and practices. All construction on off-site or on-site improvements shall adhere to NPDES Best Management Practices to prevent deleterious materials or pollutants from entering CITY or County of San Bernardino's storm drain systems. 6-1.03.b CONSTRUCTION-RELATED DEWATERING & DE MINIMUS DISCHARGES, SANTA ANA REGION - The CITY has been issued Municipal NPDES Permit No. CAS618036, Order No. R8-2009-0036, from the California Regional Water Quality Control Board, Santa Ana Region (SWQCB). Section XV of this permit authorizes De Minimus types of discharges listed in the Santa Ana Regional Board's General De Minimus Permit for Discharges to Surface Waters That Pose an Insignificant (De Minimus) Threat to Water Quality, Order No. R8-2009-0003, from CITY owned and/or operated facilities and activities (including construction). This Permit may be accessed at the SWQCB's Website at: http://www.waterboards.ca.gov/santaana/board decisions/adopted orders/orders/2009/09 003_deminimus_permi t wdr.pdf 6-1.03c MUNICIPAL NPDES PERMIT -- The CITY is subject to Municipal NPDES Permit No. CAS618036, Order No. R8-2010-0036, from the California Regional Water Quality Control Board, Santa Ana Region, which authorizes the discharge of storm water from its municipal separate storm sewer system (MS4). The MS4 Permit, requires the CITY to prepare and update a Stormwater Program Local Implementation Plan (LIP) which details how compliance with requirements of the MS4 Permits will be maintained. The Contractor is responsible for complying with all locally enforced water quality related codes and ordinances. The Municipal MS4 permit may be accessed by visiting the SWQCB's website at: http://www.swrcb.ca.gov/santaana/board decisions/adopted orders/orders/2010/10 036 SBC MS4 Permit_01 2 9_10.pdf 6-1.03d WATER QUALITY ORDER NO. 2009-0009-DWQ (CONSTRUCTION GENERAL PERMIT) -- On September 2, 2009, the State Water Resources Control Board adopted Order No. 2009-0009-DWQ (Waste Discharge Requirements for Discharges of Storm Water Runoff Associated with Construction Activities and Land Disturbance Activities). Effective July 1, 2010, all dischargers (construction sites where calculated soil disturbance totals 1 acre or more) are required to obtain coverage and comply with this Construction General Permit (CGP). A copy of this permit, related documents/ attachments and subsequent amendment may be found on the internet at: http://www.waterboards.ca.:ov/board decisions/adopted orders/water quality/2009/wqo/wgo2009 0009 dwq.pdf; SP-24 http://www.waterboards.ca.gov/board decisions/adopted orders/water quality/2010/wgo2010_0014dwq.pdf The Contractor is hereby directed to read and understand all the requirements of this Permit as they relate to this Project. Prior to commencing work, the Contractor shall submit the required PRDs (Permit Registration Documents) to the Engineer. If any of the required items are missing, the PRD submittal is considered incomplete and will be rejected. Upon receipt and acceptance of a complete PRD submittal, the Engineer will electronically submit these documents through the Stormwater Multi-Application, Reporting and Tracking System (SMARTS) to the State Water Resources Control Board(SWRCB) to obtain coverage under the CGP. 6-1.03e STORM WATER POLLUTION PREVENTION PLAN (SWPPP) -- The Contractor will be required to develop and submit a Project site-specific SWPPP, prepared by a Qualified SWPPP Developer (QSD) as defined by the CGP. The SWPPP shall cover all five streets in this Contract. The SWPPP shall be developed, amended, and certified by a Qualified SWPPP Developer (QSD). A QSD shall have one of the registrations or certifications listed in Section VII.B.1 of the CGP, and effective September 2, 2011, must have attended a State Water Board-sponsored or approved Qualified SWPPP Developer training Course. The SWPPP must include the information needed to demonstrate compliance with all the requirements of the CGP, for review, acceptance, and certification by the CITY prior to submittal of the PRDs (the SWPPP is a required component of the PRD electronic submittal package). NO CONSTRUCTION ACTIVITY CAN BE ALLOWED UNTIL THE CITY HAS RECEIVED A TRACKING NUMBER FROM THE SWRCB. The SWPPP shall be developed and updated using Section 2 and Appendix G of the California Stormwater Quality Association (CASQA) Stormwater Best Management Practice Handbook Web Portal for Construction. The CASQA Construction BMP Web Portal requires a subscription to be purchased from CASQA and can be accessed at the following link: http://www.cas qa.org/LeftNavigation/B MPHandbooksPortal/tab id/200/De fau lt.aspx In addition,the SWPPP Template, BMP Factsheets, and other stormwater information can be secured from the CASQA's Website at: http://www.casqa.org/LeftNavigation/ConstructionBMPHandbookPortalS WPPPTemplate/tabid/200/Default.aspx The Contractor must amend the SWPPP as needed during the course of work to reflect actual construction progress and construction practices. The Contractor shall designate a Qualified SWPPP Practitioner (QSP), as defined by the CGP, who will be responsible for compliance with CGP requirements on the Project at all times. Contractor's QSP must be on site to observe BMP installation and approve of all SWPPP implementation. Contractor's QSP must be on site during all required NPDES inspections SP-25 (weekly, rain events, and quarterly non-storm). Within seventy two (72) hours from receiving BMP corrections from CITY, Local Agencies and/or SWRCB staff(but only as directed by the Engineer), Contractor's QSP shall initiate SWPPP modifications in the field as necessary and complete them as soon as possible and prior to predicted rain events. Contractor's QSP shall prepare written reports for the corrective actions and submit them to the Engineer. All work on the Project may be stopped at the Engineer's discretion if corrective action is not taken within a timely manner. Any cost/delays incurred due to stopped work will be solely borne by the Contractor. The SWPPP shall not be construed to be a waiver of the Contractor's obligation to review and understand the CGP before submitting a bid. By submitting a bid, Contractor acknowledges that he has read and understands the requirements of the CGP. Contractor is hereby notified that specific construction practices in Sections 7-8, "WORK SITE MAINTENANCE," and 7-10, "PUBLIC CONVIENENCE AND SAFETY," of the Standard Specifications, are considered to be Best Management Practices. Applicable construction practices in the Standard Specifications shall be incorporated into the SWPPP. Full compensation for including and complying with construction practices in the Standard Specifications shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. 6-1.03f REPORTING AND COMPLIANCE -- The Contractor shall be responsible for providing all reports required by the CGP (monitoring, inspection, Rain Event Action Plans, annual reports, etc.) to the Engineer for review. Time sensitive reports involving monitoring data shall be provided as soon as the information is made available. All other reports shall be provided to the Engineer a minimum of two weeks prior to their deadline for submittal to the SWRCB through SMARTS. The Contractor shall submit the first version of the complete SWPPP in electronic format with one (1) hard copy in a three (3) ring binder, with separators and tabs to the Engineer for review and comments. Upon acceptance of the SWPPP, the Contractor shall submit a final electronic plan and three (3) hard copies, each placed in a three (3) ring binder with separators and tabs. The Engineer's review/ acceptance is for administrative purposes only and shall not relieve the Contractor from his responsibility to provide adequate stormwater management per the requirements of the CGP. The Contractor shall implement, maintain, and amend the SWPPP as needed during the course of work to reflect actual construction progress and construction practices. The Contractor shall designate a Qualified SWPPP Practitioner (QSP), as defined by the CGP, who will be responsible for compliance with CGP requirements for the Project at all times. SP-26 The Contractor shall be responsible for and shall submit to the Engineer copies of all Contractor generated SWPPP documents, including all sampling test results, inspection reports, Rain Event Action Plans (REAP), annual reports, and other time sensitive documents involving monitoring data. Such documentation shall be provided as soon as the information is made available and shall be provided within twenty-four (24) hours when requested by the Engineer. The Contractor shall be required to produce such data and documentation at the Project site on demand if so requested by Santa Ana Regional Water Quality Control Board Staff during a site inspection. The Contractor shall comply with all the requirements identified in the CGP. Non- adherence with the requirements identified in the CGP may constitute a violation of the Clean Water Act and the Porter-Cologne Water Quality Control Act and may be grounds for enforcement action by the RWQCB. Any fines incurred by the CITY due to the Contractor's lack of compliance with the requirements of the CGP, shall be back charged by the CITY to the Contractor and deducted from any monies that may become due to the CITY. 6-1.03g PAYMENT -- Full compensation for conforming to the requirements of the "STORM WATER POLLUTION PREVENTION PLAN," per Bid Schedule, shall include, but not be limited to, the following: 1. Submit Permit Registration Documents (PRDs) per Section XV of the Municipal Permit and Appendix B of the CGP to the Engineer. 2. Develop a SWPPP to conform to the Contractor's actual construction practices; 3. Administer, implement, maintain, and ensure adequate functioning of the various water quality control measures identified within the SWPPP during construction including all Numeric Action Level (NAL) and Numeric Effluent Limitation (NEL) sampling, monitoring and reporting requirements statutorily required for the determined Risk Level of the Project site. These tasks must be performed by Qualified SWPPP Practitioner (QSP). Effective on September 2, 2011, a QSP shall meet the requirements listed in the General Permit. 4. Pay all annual permit fees (if applicable); 5. Contractor will be responsible for paying all fines imposed by the State Water Resources Board for violation to the CGP caused by Contractor's operations which fail to comply with the CGP. 6. Provide and maintain all documentation (at the jobsite) and administration for the entire Contract period; 7. Perform all work required for compliance with the requirements of the CGP including preparation of all Rain Event Action Plans (REAPs), construction of effective treatment control BMPs, i.e.: contingency basins, chemical treatments, etc. if applicable. 8. Provide all labor, tools, equipment, materials and incidentals for any additional BMPs not shown or identified in the SWPPP which may be required to comply with the requirements of the CGP or when requested by the Engineer and shall be considered as included in the Contract Lump Sum price paid for "STORM WATER POLLUTION PREVENTION PLAN," per Bid Schedule, and no additional compensation will be allowed therefor. SP-27 6-1.04 PERMITS AND LICENSES -- The Contractor shall pay for and obtain City Business Registration prior to the execution of the Contract. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. Prior to the commencement of work, the Contractor shall obtain a construction permit at no cost from the City of San Bernardino, Public Works Department, located at San Bernardino City Hall, 300 North "D" Street, 3rd Floor, San Bernardino, California. The permit shall be kept in a readily available place on the job site at all times during construction. While no fee will be charged for the permit, no permit will be issued unless the Contractor provides a code reference number from Underground Service Alert (USA). The Contractor shall obtain all required permits from all other City of San Bernardino Departments/divisions and/or agencies including, but not limited to the Community Development, Building and Safety Division, the Public Works Department, Street Division, any involved water agency, county flood control, railroad, Caltrans, Fish & Game, Army Corps of Engineers, Regional Water Quality Board, etc., at his/her own expense, unless otherwise stated in the Plans and these Special Provisions. These fees and permits shall include water and sewer hook-up, meter, inspection and flagging fees. 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. However, equipment rental rates shall conform to State of California Business and Transportation agency, Department of Transportation, Division of Construction, "LABOR AND EQUIPMENT RENTAL RATES," latest Edition, unless the Extra Work is done for a negotiated price. A. Work by Contractor The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor 20 2) Material 15 3) Equipment Rental 15 4) Other items and Expenditures 15 To the sum of the costs and markups provided for in this subsection, compensation for bonding shall be at the rate specified by the bonding company. B. Work by Subcontractor When all or any part of the Extra Work is performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work, also a markup of 10 percent on the first $5,000.00 of the subcontracted portion of the Extra Work and a markup of SP-28 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 8:00 a.m. and 4:00 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 inspections with the Public Works Inspector 48 hours prior to any work being done during evenings, Fridays or Saturdays. The Contractor shall coordinate with the Engineer regarding working hours prior to start of construction. Except for Fridays, in the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead and travel time. Designated legal Holidays are: January 1st, the third Monday in January, the third Monday in February, the last Monday in May, July 4th, the first Monday in September, November 11th, Thanksgiving Day and the Friday following, December 25th and the working day preceding or following (as directed by the Mayor and Common Council) and the last working day of the year. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be designated a legal holiday. 6-1.07 PAYMENTS -- Attention is directed to Sections 9-3, "Payment", and 9- 3.2, "Partial and Final Payment", of the Standard Specifications and these Special Provisions. No partial payment will be made for any materials which are furnished, but not incorporated into the work. To Section 9-3.2, "Partial and Final Payment," of the Standard Specifications, add the following: When an item of work is designated as "Final Quantity" (F) in the "BID FORM," of these Special Provisions, the estimated quantity for that item of work shall be the final pay quantity, unless the dimensions of any portion of the item are revised by the Engineer, or the item or any portion of the item is eliminated. If the dimensions of any portion of the item are revised, and the revisions result in an increase or decrease in the estimated quantity of that item of work, the final pay quantity for the item will be revised in the amount represented by the changes in the dimensions. If a final pay item is eliminated, the estimated quantity for the item will also be eliminated. If a portion of the final pay item is SP-29 eliminated, the final pay quantity will be revised in the amount represented by the eliminated portion of the item of work. The estimated quantity for each item of work designated as "Final Pay Quantity" (F) in the "BID FORM," Section of these Special Provisions, shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by computations, based on the details and dimensions shown on the Plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity. 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. This includes providing any survey work necessary to set grade for new or replacement roadway work, to reconstruct or retrofit curb ramps, replace curb and gutter, spandrels, cross gutters and drive approaches, to match existing non-disturbed sidewalk and curb and gutter at existing limits, and allow the continuous, uninterrupted flow of water off the roadway and into a drainage facility, existing gutter, swale or native soil. SP-30 A California registered Civil Engineer licensed to perform surveying or a California registered Land Surveyor shall perform any surveying or staking, as directed by the Engineer, at the expense of the Contractor. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at the expense of the Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore ties as necessary at the expense of the Contractor. The Contractor shall submit to the CITY a copy of all survey notes and a Certificate Record of Survey. All new and replaced survey ties shall be by transit method. All existing monumentation shall be tied and recorded prior to construction. Corner Records shall be filed, pre and post construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414). Final monumentation of alignments and new R/W lines shall be performed in accordance with the State of California Surveys Manual (latest edition). Record of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) copy of all filed maps and one photocopy of all filed Corner Records or Records of Survey shall be delivered to the CITY within 30 days of such filings. Full compensation for "SURVEYING SERVICE," including preparation of 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, the CLSA, and as directed by the Engineer, shall be considered as included in the various Contract bid items of work involved, 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 SP-31 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. 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 authorized 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-32 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 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 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 this 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 designee, and any subcontractors specified by the Engineer. 6-1.18 PAYMENT -- Full compensation for conforming to the requirements of this Section 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-33 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: SCE Planning Supervisor 2. SOUTHERN CALIFORNIA GAS COMPANY 1981 West Lugonia Avenue Redlands, CA 92314-9720 Phone: (909) 335-7772 Attn: Typree Lee 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT Water Utility Engineering Section 300 North"D" Street, 5th Floor San Bernardino, CA 92418 Phone: (909) 384-7223 Attn: Francisco Lopez-Jimenez SP-34 4. VERIZON 9 South 4th Street Redlands, CA 92373 Phone: (909) 748-6655 Attn: Rick Pesquera 5. TIME WARNER TELCOM OF CALIFORNIA 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 795-3349 Attn: Bruce Dewese 6. TIME WARNER TELCOM OF CALIFORNIA (TCI) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 798-8588 Attn: Mark Davenhauer 7. A.T.&T. (SBC-Pacific Bell Telephone) ATTN: Right of Way Liaison 1265 N. Van Buren Street,Room#118 Anaheim, CA 92807 Phone: (714) 666-5692 Attn: Yvette Garofano 8. SPRINT COMMUNICATIONS Attn: Outside Plant Engineering 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 874-7450 Attn: Lynn Durrett 9. CHARTER COMMUNICATIONS 7337 Central Avenue Riverside, CA 92504-1440 Phone: (951) 343-5139 Attn: Gregory Yates 10. EAST VALLEY WATER DISTRICT 3654 Highland Avenue, Suite#18 Highland, CA 92346-2607 Phone: (909) 888-8986 Attn: Justin Parker SP-35 11. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT STREET DIVISION 234 S. Mt. View Avenue San Bernardino, CA 92408 Phone: (909) 384-5203 Attn: Robert Eisenbeisz 12. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT TRAFFIC SIGNALS & STREET LIGHTING 234 S. Mt. View Avenue, #110 San Bernardino, CA 92408 Phone: (909) 384-5253 Attn: Manas Bista 13. AT&T INQUIRIES 22311 Brookhurst Street, Suite 203 Huntington Beach, CA 92646 Phone: (925) 977-2413; (714) 963-7964 Attn: Walter Werstiuk 14. COUNTY OF SAN BERNARDINO, FLOOD CONTROL DISTRICT 825 E. Third Street San Bernardino, CA 92415 Phone: (909) 753-7070 Attn: Richard Mendoza 7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the location of all underground utilities and services, including potholing, before proceeding with the 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-36 7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory location or by excavation, to interfere with the construction of this Contract 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 Contract, 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. Upon the occurrence of emergency events, such as gas leaks or electric power interruptions, wherein normal previous work day notification procedures may not be performed, "emergency notification" by the Contractor shall be submitted by emailing utilities @sbcity.org at the time utility crews are being dispatched. Additionally, if the event occurs during normal business hours (Mon-Fri, 8:00 am to 4:00 pm), a phone call to (909) 384-7272 (SBDIRECT) shall be made by the Contractor informing the Engineer, in addition to the email, of utility crews being mobilized for such work. Failure to do so may result in work stoppage, citation, or both. 7-1.06 PAYMENT -- Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various Contract bid items of work involved and no additional compensation will be allowed therefor. SP-37 SECTION 8 8-1 DESCRIPTION OF WORK 8-1.01 DESCRIPTION -- The work to be done consists, in general, of fabricate and place construction information sign, clearing and grubbing; removal and reconstruction of various concrete improvements, including curb ramps, sidewalk, driveway approaches, curb, curb and gutter, cross gutter, spandrels and bus pads; remove tree, remove storm drain inlet and connection drainage pipe laterals, construct inlets and local depressions, place RCP drainage pipe, construct corner connections and junction structures; construct catch basin inlet protection bar; micro-grind, wedge cut mill and roadway mill; remove and replace deteriorated asphalt concrete pavement; remove and replace deteriorated asphalt concrete/ Portland cement concrete pavement (composite section); scrub seal, slurry seal and placement of an asphalt concrete overlay; full depth reclamation; application of traffic striping and pavement markings; adjustment of existing manhole frames and covers and City water utility enclosures; grinding curb and gutter, sidewalk and driveway approaches; NPDES and SWPPP requirements; traffic control; survey marking 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. In addition to the work items noted herein, per the Plans, pavement rehabilitation and reconstruction work will more specifically include: • Bid Schedule No. 1 (K Street): Localized micro-grind, mill portion roadway pavement to a minimum 1-1/2" depth (localized 3" minimum depth wedge mill), remove and replace localized deteriorated asphalt concrete pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2 1/2" Hot Mix Asphalt (HMA)), tack coat, and place fmal surface course of 1-1/2" HMA; apply Grading B scrub seal and Type II slurry seal over remaining portion of roadway. • Bid Schedule No. 2 (Evans Street): Localized micro-grind, mill 5' wide wedge of roadway pavement width to a variable depth (1" tapering to 0"), remove and replace localized deteriorated asphalt concrete pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2 1/2" Hot Mix Asphalt (HMA)), apply a Grading B scrub seal over the entire roadway, tack coat, and place final surface course of 1"HMA. • Bid Schedule No. 3 (15th Street): Localized micro-grind, mill 5' wide wedge of roadway pavement width to a variable depth (1" tapering to 0"), remove and replace localized deteriorated asphalt concrete pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2 1/2" SP-38 Hot Mix Asphalt (HMA)), apply a Grading B scrub seal over the entire roadway, tack coat, and place final surface course of 1" HMA. • Bid Schedule No. 4 (Magnolia Avenue): for the westerly-most portion near Western Avenue (asphalt concrete pavement section, approximately 160 lineal feet), mill full roadway pavement width to a minimum 1-1/2" depth, remove and replace localized deteriorated asphalt concrete pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2 1/2" Hot Mix Asphalt (HMA)), crack seal the entire westerly-most portion of the roadway, tack coat, and place final surface course of 1-1/2" HMA. For the remainder of the roadway easterly of this section (composite section consisting of a thin Asphalt concrete wearing course (approximately 1" thick), underlain by a Portland cement concrete pavement slab (approximately 6" thick)), micro-grind longitudinal and transverse roadway joints, surface irregularities, and gutter per Plan and as directed, saw cut, remove localized deteriorated composite pavement (minimum removals consistent with the thickness of the composite pavement section), compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, replace the localized composite AC/PCC pavement section to match existing, apply a Grading B Scrub Seal, and a Type II slurry seal over the remaining roadway segment. • Bid Schedule No. 5 (Medical Center Drive): for the Number 2 (outside) southbound lane, full depth reclamation work includes removal and delivery to a CITY-designated yard, 5" of the existing Asphalt concrete pavement, pulverizing the remaining Asphalt pavement, sub-base and subgrade a minimum 12" deep, re-grade, remove and export surplus material and compact roadbed to approximately 7" below fmish elevation, spread and mix in place material, cement and water to 10" below existing depth (to 17" depth overall from original pavement surface), compact the mixture, cure minimum 2 days, micro-fracture, and place minimum 6" HMA pavement to original grade, followed by a Type II slurry seal of entire roadway. 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. 8-1.02 ORDER OF WORK -- the Order of Work shall generally include: • Conducting mobilization activities including property owner notifications, implementing Project SWPPP and BMPs, securing all permits and licenses, preparing and submitting Project schedule(s). • All demolition, clearing, grubbing and removals. • Reconstruction or construction of PCC curb ramps, curb, curb & gutter, gutter, cross gutter and spandrels, bus pad, sidewalk, ADA bypass and driveway approaches; storm drain improvements; micro-grind, wedge cut mill and mill roadway; AC pavement street SP-39 improvements (removal and replacement; or full depth reclamation); composite pavement removal and replacement; AC pavement, scrub seal, slurry seal, utility adjustments, and replacement/new traffic loops. • Signing, striping, and site clean-up. 8-1.03 WORK SITE MAINTENANCE -- Contractor shall comply with the provisions in Section 7-8, "Work Site Maintenance", of the Standard Specifications. To Subsection 7.8.1, "Cleanup and Dust Control," of the Standard Specifications, add the following: Dust control shall hereby be defined as the elimination and/or control of dirt, dust, mud and debris from propagating or spreading onto properties, private or public, adjacent to the Project and Contractor's work areas. No separate payment will be made for any work performed or material used to control dust resulting from the Contractor's performance of the work, or by public traffic, either inside or outside the right-of-way. Construction activities will take place in fully developed residential neighborhoods and along a roadway within a commercial district. Dust Control shall be strictly enforced. Contractor shall at all times keep a water truck or other equipment at the job site in working order capable of performing dust control for the duration of the Contract period. Subject to paragraph two of Subsection 7.8.1, "Cleanup and Dust Control," of the Standard Specifications, Contractor is required to furnish and operate a self-loading motor sweeper with spray nozzles a minimum of once each work day, when and where required for proper dust control, and as directed by the Engineer. Cost for furnishing and operating sweeper (including those instances in addition to the minimum requirements) shall be included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. Dust control shall be performed a minimum of four times a day for the duration of the Contract period: twice in the morning and twice in the afternoon (time periods to be equally spaced), and as directed by the Engineer. Dust control performed by the Contractor in addition to the minimum daily requirement and at the direction of the Engineer, shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. Performing the minimum dust control required by the Contract will in no way relieve the Contractor from his responsibility for providing adequate dust control measures. Full compensation for conforming to the requirements of Dust Control including all labor, equipment, tools, materials, and incidentals shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. SP-40 8-1.04 WATERING -- Watering shall consist of developing a water supply and furnishing and placing all water required for work done in the Contract. Full compensation for conforming to the requirements of Watering shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. 8-1.05 DEVELOP WATER SUPPLY -- Work shall consist of developing a water supply and for furnishing and placing all water required for work done in the Contract, including water used for Extra Work. Full compensation for developing a water supply and for furnishing and placing all water required for work done in the Contract, including Extra Work, shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. 8-1.06 PROJECT LOCATION -- See separate bound Plans. 8-1.07 GEOTECHNICAL INVESTIGATION -- Salient portions of the Materials Reports for K Street and Medical Center Drive are available through the City's Engineering Office. Contact Mr. Ted Rigoni, Principal Engineer, at (909) 384-5198, or r goni_te @sbcity.org, for information. 8-1.08 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 or designee 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. 8-1.09 CITY-FURNISHED MATERIALS -- CITY furnished material, when applicable as specified in other sections of these Special Provisions, shall comply with the following: SP-41 Materials, if furnished by the CITY, will be made available as specified in these Special Provisions. The Contractor is responsible for loading, unloading, hauling and handling, and placing CITY-furnished materials. The Contractor shall inspect and assure itself of the amount and soundness of such materials. 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. 8-1.10 PRE-BID INQUIRIES -- NO ORAL representations or interpretations will be made to any Bidder as to the meaning of the Special Provisions, Plans, any addenda, or other Contract Documents. Written requests for an interpretation, or to identify a potential omission, discrepancy, or misunderstanding will be accepted if received by 5:00 p.m. of the 5th working day prior to the day of the proposed bid opening. If there are any questions regarding this Project, please contact: City Engineer's Office San Bernardino City Hall 300 North"D" Street, 3rd Floor San Bernardino, CA 92418 RE: PAVEMENT REHABILITATION ON FIVE CITY STREETS: "K" STREET, FROM OAK STREET TO RIALTO AVENUE, PLAN NO. 12801 ( SS 11-011 ); EVANS STREET, FROM WESTERN AVENUE TO MT. VERNON AVENUE, PLAN NO. 12807 ( SS 12-017 ); 15TH STREET, FROM WESTERN AVENUE TO MT. VERNON AVENUE, PLAN NO. 12808 ( SS 12-016 ); MAGNOLIA AVENUE, FROM WESTERN AVENUE TO MT. VERNON AVENUE, PLAN NO. 12809 ( SS 12-005 ); and MEDICAL CENTER DRIVE, FROM HOME STREET TO 16TH STREET, PLAN NO. 12817 ( SS 11-003 ) Attention: Ted Rigoni Tel: (909) 384-5198; Fax: (909) 384-5190 E-mail: rigoni_te @sbcity.org SP-42 SECTION 9 9-1 TRAFFIC CONTROL 9-1.01 GENERAL -- The Contractor shall comply with Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, latest edition, and these Special Provisions. Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the most recent "California Manual on Uniform Traffic Control Devices". Prior to the Preconstruction meeting, the Contractor shall submit to and obtain written approval from CITY, for traffic control and traffic detour plans, before commencing work operations on a street. Traffic control plans shall be based on the most recent "California Manual on Uniform Traffic Control Devices". The initial Traffic Control Plan submittal shall be made by the Contractor to the Engineer a minimum of five (5) working days prior to the Preconstruction meeting. Construction operations will take place within a residential neighborhood, and a commercial area. Access to adjacent properties may be interrupted during working hours, as pre- approved by the Engineer, for the accomplishment of the Work. However, overnight vehicular access to adjacent properties shall be re-established by the Contractor unless otherwise allowed by the Engineer. All temporary traffic striping and maintenance shall be done by the Contractor, including placement of temporary tape on all crosswalks. The Contractor shall restore all existing striping to original configuration, and as directed by the Engineer. All warning, regulatory and construction signs shall be fully reflectorized. The traffic cones to be used shall be thirty-six inches (36") in height, rubber or plastic, and be reflectorized. All work areas that remain after dusk shall be properly lighted to the satisfaction of the Engineer. The Contractor shall take all necessary measures to maintain a normal flow of traffic to prevent accidents and to protect the work throughout the construction stages until completion of the work. The Contractor shall be responsible for implementing an approved traffic control plan, for each of the five roadways, based on the most recent "California Manual on Uniform Traffic Control Devices". 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 SP-43 during construction and until completion, providing and maintaining all necessary barriers, barricade lights and striping, including crosswalks. In addition to the foregoing traffic control and safety measures, the Contractor shall immediately implement any measures requested by the Engineer defined as necessary to ensure the proper flow of traffic, the protection of the public and/or the safety of the workers. 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 to parking and access. Written notification shall be given to all places of business and residences at least 48 hours in advance of commencing work that will affect access to and from their properties. The Contractor shall notify all local authorities of his intent to begin work, in writing, at least seven(7) days before work is begun. Arrow boards shall be properly placed on all lane closures on arterials and collectors, regardless of posted speeds, volumes or visibility, or as otherwise required by the Engineer. Solar powered lighted-associated arrow boards are required on overnight detours in residential areas. The Prime/ subcontractor(s) shall submit traffic control plans one (1) week prior to issuance of lane closure approvals as issued by the Engineer. Traffic Control plans, traffic signal, striping/legends work and materials shall be in accordance with CITY standards, the current California Manual of Uniform Traffic Control Devices (MUTCD), the current California Joint Utility Traffic Control booklet (CJUTC), and the current Work Area Traffic Control Handbook (WATCH) manual. All methods, plans, and layouts shall be approved by the Engineer. Nothing in these Special Provisions shall be construed as relieving the Contractor/ subcontractor from its responsibility to provide for the safety and convenience of traffic and the public during construction. In the event of conflict, the order of precedence shall be as follows: a. Project Special Provisions b. CITY-approved Traffic Control Plans c. Current CA MUTCD d. Current CA WATCH manual e. Current CJUTC booklet f. Current Standard Specifications Contractor shall implement the Traffic Control plans for daytime work only. In the event that the plans need to be used during the hours of darkness, the traffic control devices shall be illuminated to retro-reflectorized. Adequate lighting shall also be provided along the work zone. SP-44 The Engineer reserves the right to observe field conditions and to make necessary changes in the field, at Contractor's cost. All temporary traffic control advance warning signs shall be 36" X 36" minimum. Traffic control signs on arterials with an approach speed of 45 mph or higher shall be 48" X 48". All conflicting signs, striping and pavement markers shall be covered and/ or removed during construction. The covers shall be removed from the signs and striping and pavement markers shall be in place after the completion of construction. All temporary traffic control devices shall be weighted in place or double-based to prevent overturning. Channelizers shall be spaced at 20 feet O.C. within 300 feet of an intersection. At areas where work is taking place, on curves, or areas of head on conflict, the channelizer spacing shall be reduced in half All traffic control signs installed on sidewalk shall either be secured to an existing street light pole or a separate pole with a minimum height of seven (7) feet to the bottom of the sign. The Contractor/ subcontractor shall notify the Engineer a minimum of 48 hours before implementing the approved Traffic Control plans. Temporary NO PARKING signs, when applicable, shall be properly posted at least 72 hours prior to commencement of work. All Contractor/ subcontractor shall properly replace with thermoplastic all traffic pavement markings and striping that has been disturbed by the work. Conflicting striping and legends shall be properly and completely removed. Traffic signal loops that are affected or damaged by the work activities shall be replaced in-kind within seven(7) calendar days. Final paving for trench repair within a roadway shall be completed within 20 working days of backfill and temporary paving. Final paving after cold milling or micro-grinding operations shall be completed within seventy two (72) hours. 9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. 9-1.03 PARKING RESTRICTIONS -- Unless otherwise provided herein, the Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, subject to approval of the Engineer. Personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time. SP-45 The Contractor shall furnish, maintain, and install (seven days prior to the start of work) all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on them. The Contractor will be responsible for posting, removing, and maintaining these signs as required for this Project. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrangements relative to keeping the working area clear of parked vehicles. The Contractor shall obtain prior approval from the Engineer for removal of vehicles. 9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet. A minimum shoulder width of 2 feet shall be provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided adjacent to any excavation, unless otherwise authorized by the Engineer. 9-1.05 PUBLIC CONVENIENCE -- During the progress of work, adequate provisions shall be made by the Contractor to accommodate the normal vehicular and pedestrian traffic along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause a minimum of inconvenience to the general public. Convenient access to abutting properties shall be maintained and remain open, unless approved by the Engineer. 9-1.05a WORK ON K STREET -- Apartments, a Market, and three schools front K Street within the Project limits. Contractor shall be mindful of these existing public and private facilities, and to conduct his operations so as to limit his impacts on the operations of these facilities to the greatest extent possible. In addition, Contractor shall adhere to the following: 1) For work done at Belleview (west), in the vicinity of the K street Market, Contractor is to provide a minimum of 4' clearance for Market patrons to access the Market entrance at all times. Contractor is to place and maintain at least one sign stating "Business Open During Construction," minimum 3' by 3' in size, visible to the public. Contractor is not to park, except for loading/ unloading purposes, his construction equipment along K Street at the Market, but may park along Belleview. For work done in the vicinity of the entrance to the apartments at the southwest quadrant of the Belleview (west) intersection, Contractor is to provide a minimum of 4' clearance for Apartment dwellers and visitor access to the steps to the Apartments at all times. Contractor shall place flexible orange construction fencing to delimit his work areas and access to the Apartments and Market. 2) For work done in the vicinity of schools along K Street, Contractor is to note the following: a. For work near Richardson Prep Hi Middle School (Contact: Ms. Natalie Raymundo, Principal, (909) 388-6438): o The school has assessment testing, all day, between April 1st and the first few days in May. Contractor shall refrain from high noise generating activities during those times (such as pile driving), in the vicinity of the school. SP-46 o The school year ends on May 23rd, with school resuming in August. o Soccer is played on the school's fields on Saturdays, and the school's parking lot is used on those days. o As a magnet school, most students are bussed to and from the campus. School busses park along northbound K Street along the school's property. The largest concentration of theses busses (13 busses) park during Monday, Tuesday, Wednesday and Friday (from 1:45 pm to 2:30 pm) and on Thursday (from 2:15 pm to 3:00 pm). Contractor's activities during these times shall occur elsewhere along the street (no work in the bus loading zone during these times). b. For work near Allred Children's School (Contact: Ms. Rosa Lee Tubbs, Child Development Coordinator, SBCUSD, (909) 388-6307): o Vehicles back up in the northbound direction on K Street during parts of the day due to Lytle Creek Elementary School, immediately north of the flood control channel, impacting egress from the school's northerly exit. c. For work near Lytle Creek Elementary School (Contact: Ms. Ana Applegate, Principal, (909) 388-6382): o The school has assessment testing, all day, which ends on May 28th. Contractor shall refrain from high noise generating activities near the school during those times. o School drop off/ pick up times are from approximately 8:30 am to 9:00 am and 3:30 pm to 4:00 pm. Contractor's activities during these times should occur elsewhere along the street if possible. o Sections of sidewalk and driveway approach near/ adjacent to the school are to be removed and replaced, due to deterioration, which may slightly impact pedestrian access to the school. Contractor shall provide access around all his work activities for pedestrians and students at all times. d. And applying to all Contractor activities along K Street: o For the localized portions of the street repair, that work may take place during week days; however, the general street overlay, scrub seal and slurry seal work shall be scheduled to occur on Saturdays, if school is in session during the week. o The SBCUSD's School District's Safety Officer, Mr. Eric Vetere (909) 381- 1193, is to be contacted two weeks prior to the start of the work, and informed of the planned construction activities o Contractor shall provide all Schools a two-week notice prior to the start of work. o Contractor shall refrain from high noise generating activities during testing periods when in the vicinity of a school (such as cold milling). Contractor shall coordinate with all schools as to the best times to undertake noise generating activities adjacent to schools. 9-1.05b WORK ON MEDICAL CENTER DRIVE -- Several churches, a school and numerous residential properties front Medical Center Drive within the Project limits. Contractor shall be mindful of these existing public and private facilities, and to conduct his operations so as to limit his impacts on the operations of these facilities to the greatest extent possible. In addition, Contractor shall adhere to the following: SP-47 1) For work done at Home Street on Medical Center Drive, in the vicinity of the Martin Luther King School (Contact: Ms. Marie Espinoza, Transportation Supervisor, (909) 388- 6125): o School busses exit the school's northerly driveway, to make left and right turns out of the parking lot. Contractor is limit sight distance obstructing activities in this vicinity to the greatest extent possible, and shall not obstruct ingress/egress during school hours of operation, unless otherwise pre-approved by the Engineer. o The school year ends on May 23rd, with school resuming in August. o For the localized portions of the street repair and full depth reclamation, that work may take place during week days; however, the slurry seal work shall be scheduled to occur on Saturdays, if occurring while school is in session. o The SBCUSD's School District's Safety Officer, Mr. Eric Vetere (909) 381- 1193, is to be contacted two weeks prior to the start of the work, and informed of the planned construction activities. o Contractor shall provide the School a two-week notice prior to the start of work. o Contractor shall refrain from high noise generating activities during testing periods when in the vicinity of a school (such as pile driving). o Contractor is not to work adjacent to the school until the summer session begins, 2) For work done at the 7th Day Adventist Church along Medical Center Drive in the vicinity of the Martin Luther King School (Contact: Mr. Ken Middleton(909) 888-0084): o Church members take access to the church parking lot from driveways along both Medical Center Drive and 16th Street. While Contractor is to do asphalt pavement, full depth reclamation, bus pad and driveway work in this vicinity, he is to coordinate with the Church and inform of his planned activities, and limit impacts to the greatest extent possible to the facility. o Contractor shall provide the School a two-week notice prior to the start of work. 3) For residential properties that front (take access from) Medical Center Drive, due to the nature of the full depth reclamation work, access to these properties will be interrupted. Contractor is to conduct his full depth reclamation work activities so as not to disrupt motor vehicle access to these properties for longer than 10 calendar days. CITY may elect, at its option, to direct Contractor to re-establish motor vehicular access to these properties during the 10 calendar day window, under the terms of Extra Work, per the Standard Specifications. Contractor is to notify all residents/ property owners along Medical Center Drive of his scheduled activities a minimum of two weeks prior to initiating the full depth reclamation work. 9-1.06 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer shall determine when FAS is required at any location. SP-48 No traveled lane will be closed without authorized approval given by the Engineer. If any traveled lane or road is allowed to be closed by the Engineer, the Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven (7) days in advance of the lane or road closure. If lane closures are approved by the Engineer, the full width of the traveled way shall be open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and designated legal holidays; after 3:00 p.m. on Fridays (unless otherwise approved by the Engineer) and the day preceding designated legal holidays; and when construction operations are not actively in progress on working days. The Contractor shall furnish, install, and upon completion of the work, remove all signs and warning devices required for directing, protecting, and detour of the public during construction. Emergency vehicles shall be permitted access at all times to any street. Unless otherwise authorized by the Engineer, pedestrian access shall be permitted to pass through the work area, or an approved detour shall be provided. Safe and adequate pedestrian access to all business establishments shall be continuous and unobstructed unless otherwise approved by the Engineer. 9-1.08 PAYMENT -- Full compensation for furnishing, installing, modifying, moving and removing signs, lights, flares, barricades, providing and modifying a traffic control plan to meet Contractor's operations, traffic control devices, orange construction fencing, "Business Open During Construction" signs and maintaining access to K Street Market and Apartments, resident notifications of pending work, all as necessary to expedite passage of public and pedestrian traffic through the work areas, shall be considered as included in the Contract Lump Sum bid price paid for "TRAFFIC CONTROL" per Bid Schedule, and no additional compensation will be allowed therefor. The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or alterations shall not be adopted until approved in writing by the Engineer. Such approved modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the Contract Lump Sum bid price paid for "TRAFFIC CONTROL", per Bid Schedule, and no additional compensation will be allowed therefor. SP-49 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 principal items: 1. Submittal and modification, as required, of the Construction Schedule covering the five roadways. 2. Providing a Project Office. 3. Review of the work sites. 4. Obtaining all required Permits. 5. Submittal of all required insurance certificates and bonds as required by these Special Provisions. 6. Written notification to adjacent property owners/residents prior to start of work. 7. Moving onto the sites, including, but not limited to: a. Equipment b. Arranging for and erection of Contractor's work and storage areas. 8. Installing construction fencing and temporary construction power and wiring. 9. 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). 10. Installing all temporary utilities (as required). 11. Establishing required fire protection provisions. 12. Posting all OSHA required notices and establishment of safety programs. 13. Posting of all Department of Labor notices. 14. Having the Contractor's superintendent at the job sites full-time and responding 24 hours per day. 15. Air and water quality protective measures, as necessary, and without limitation. 16. Potholing and other research and review as necessary to verify site conditions and utility locations. 17. Clean up and demobilization of the work sites. 18. Any other item as specified. The cost of bonds, insurance, move in and move out costs, preparation and submission of submittals, obtaining encroachment permits, and miscellaneous incidental costs, shall be included in the Bid Item provided for mobilization and demobilization and incidental project costs as a Lump Sum item, for which 75 percent (75%) will be eligible for inclusion in the first progress payment, with the remaining 25 percent (25%) not eligible for inclusion until 100 percent (100%) of the work has been completed and if progress of the work is satisfactory. SP-50 No work shall be started without prior approval of the submittals. Failure to comply with the preceding requirement will be sufficient ground for the Engineer to stop all work on the Project until the requirements are met. . 10-1.02 NOTIFICATION OF RESIDENTS -- Contractor shall notify in person and with printed notification (in English and Spanish language), at least ten (10) working days prior to commencing work, all agencies, firms, institutions, postal service, residents, hospitals, schools, stores, utilities and waste disposal service fronting or affected by the work. Additional printed notification (in English and Spanish language) shall be given not less than forty-eight (48) hours prior to performing any work which will restrict property access, close or partially close the street, or which will restrict or disallow street parking. All schools and churches shall receive seven (7) working days notification prior to performing any work which will restrict property access. Contractor shall coordinate with the school district for pick-up and drop-off of school children, waste disposal collection, the postal service to ensure delivery of mail, and churches for weekly or special activities, to ensure that his activities impact such adjacent uses to the least practicable amount. The printed notices shall contain a general description of the work to be done and the date that the work is to be done. The notices shall also include a statement that parking will be restricted as called for on the "NO PARKING" signs to be posted along the street. All public notices shall be reviewed and approved by the Engineer prior to distribution. Contractor shall also post printed "NO PARKING-TOW AWAY" signs at one-hundred- foot (100') maximum spacing along each side of the affected street for forty-eight (48) hours prior to the commencement of the street improvement work. Contractor shall document the day, date and time the "NO PARKING" signs were posted. Posting of signs on trees and utility poles shall not be allowed. The signs shall contain the day, date, hours and vehicle code, that parking will be prohibited on that particular street, CVC 22651L and CVC 22654D. The signs.shall be removed immediately upon completion of work that will prohibit parking. The printed notices and the "NO PARKING" signs shall be furnished by the Contractor. 10-1.03 PROGRESS SCHEDULE -- The requirements in Subsection 6-1, "Construction Schedule and Commencement of Work," of the Standard Specifications, are amended as follows: The Contractor shall submit to the Engineer a progress schedule within five (5) working days after award of Contract, and within five (5) working days of the Engineer's written request at any other time. SP-51 Subsequent to the time that submittal of a progress schedule is required in accordance with these Special Provisions, no progress payments shall be made for any work until a satisfactory Contract schedule has been approved, in writing, by the Engineer. 10-1.04 PAYMENT — The Contract Lump Sum bid price paid for "MOBILIZATION", per Bid Schedule, shall be deemed to include all the cost of work in advance of construction operations, as defined within this Section and not directly attributable to any specific bid item, and no additional compensation will be allowed therefor. SP-52 SECTION 11 11-A CLEARING AND GRUBBING 11-A.1.01 GENERAL -- Clearing and grubbing shall comply with Section 300-1, "Clearing and Grubbing", of the Standard Specifications and these Special Provisions. Clearing and grubbing shall include, but not be limited to the following items as shown on the Plans, as specified in these Special Provisions, or as directed by the Engineer: 1. Removal and replacement or removal, capping and disposal, of removed landscape irrigation works where encountered and as directed by the Engineer. 2. Removal and disposal of interfering portions of trees, shrubs, plants, turf, miscellaneous vegetation or other local features that interfere with the prosecution of the work, as directed by the Engineer, including vegetative growth in cracks and joints in the street and PCC flatwork (curb, gutter, sidewalk, cross gutter, driveway approach, etc.). Contractor is to limit his removal of existing landscaping to the greatest extent possible, again, except for vegetative growth within the street and public travelled way otherwise to be removed. 3. Removal and disposal in full or in part existing driveway approaches and/or driveways, cross gutters, spandrels, access ramps, sidewalk, curb, and curb and gutter, per the Plans, including saw cutting, and as directed by the Engineer. 4. Removal and clean up of Project area trash during the course of the Project. 5. Removal and clean up of all traffic stripes, crosswalks and pavement markings by micro-grinding, or wet sandblasting, as directed by the Engineer. 6. Vegetation spraying within the Project limits. 7. Removal and disposal, or removal and replacement/re-establishment of existing chain link fencing to accommodate Portland cement concrete ADA bypass sidewalk. 8. Removal, salvage and delivery to the CITY yard existing sign and post, where noted per Plan and as directed by the Engineer. 9. Removal and disposal of interfering portions of any partial or full metal posts encountered within sidewalks or the travelled way. Nothing in these Special Provisions shall relieve the Contractor from his responsibilities as provided in Section 7-10, "Public Convenience and Safety", of the Standard Specifications. SP-53 Vegetation spraying shall be used to kill all growth, including brush, grass and weeds emanating from the pavement, gutter or sidewalk through cracks or joints. A minimum of 14 days prior to any work performed on the pavement, vegetation shall be sprayed with a systemic contact-type herbicide for broadleaves or grasses, such as "RoundUp Pro," manufactured by Monsanto Chemical, or equal approved by the Engineer. The application of the herbicide shall be performed in accordance with all applicable regulations. Any and all fines or clean-up costs for unlawful misuse or discarding of herbicides shall be the sole responsibility of the Contractor. Mixtures and spread rates for the herbicides shall be determined by the manufacturer's specifications. Wash down of equipment or discarding of herbicides shall not be allowed to enter catch basins or positive drainage facilities. All removed materials, not specifically requested to be salvaged, shall become the property of the Contractor and shall be legally disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the Standard Specifications. The Contractor shall deliver salvaged material to the City Yard, at 234 South Mountain View Avenue, San Bernardino, CA 92404. The Contractor shall contact the Engineer at (909) 384-5166, 48 hours prior to hauling. The Contractor shall provide equipment, as required, to safely load and unload the salvaged materials. 11-A.1.02 PAYMENT -- The Contract price paid for "CLEARING AND GRUBBING, shall be considered as full compensation for providing all the tools and equipment and for doing all the work involved per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. SP-54 11-B REMOVE TREE, 11-A.1.01 REMOVE TREE --_Remove Tree shall consist of removing those trees indicated on the Plans or as directed by the Engineer, including felling of tree, grinding the stump, removal of interfering portions of the roots and removal of all wood (unless otherwise designated), limbs and debris, and area cleanup. All removals shall conform with "CLEARING AND GRUBBING" of these Special Provisions. Any wood logs resulting from tree removal or tree trimming operations shall become the property of the property owner, if said property owner requests to have the wood. Should said property owner so request, the wood shall be neatly stacked on his property at a location designated by the Engineer and in lengths typical of normal tree removal operations (i.e. 6 to 8 foot lengths). If the property owner does not want the wood, it shall become the property of the Contractor and shall be disposed of outside CITY right-of-way as specified in Subsection 300- 1.3, "Removal and Disposal of Material." The Engineer shall contact the property owners to determine which owners desire to have the wood. 11-B.1.02 PAYMENT -- Full compensation for conforming to the requirements of "REMOVE TREE," per Bid Schedule, including furnishing labor, tools, equipment, and materials necessary for accomplishing the work complete and in place, grinding of stump, felling of tree, removal of interfering portions of tree roots, area clean up, and disposal of wood shall be considered as included in the Contract unit bid price per Each and no additional compensation shall be allowed therefor. SP-55 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. Unclassified excavation shall apply to removal of portions of the pavement and underlying sub-base/ subgrade materials at the locations shown on the plans to design grade, or as specified in the field by the Engineer, and shall conform to the Standard Specifications. The areas indicated on the plans for removal and replacement may be sawcut and removed, or milled and removed, as approved by the Engineer, unless the plans identify otherwise. Where directed by the Engineer, additional asphalt concrete or underlying sub-base/ subgrade shall be removed to correct a subsurface problem. The Contractor shall provide all unclassified excavation necessary for the curbs, gutters, sidewalk,ADA bypass, cross gutters, spandrels, driveways, driveway approaches, curb ramps and street paving, as indicated on the Plans and described in these Special Provisions. Excess and/or unsuitable materials shall be removed from the work sites by the Contractor. This work items shall also include grading areas where Asphalt concrete and Portland cement concrete pavement and/or sub-base/ subgrade materials have been removed, where shown on the Plans or as directed by the Engineer. The Contractor may use milling/ planing as a method for removal of deteriorated pavement when the areas indicated for removal are large enough (a minimum of the machine drum width), and when pre-approved by the Engineer. Delete the second paragraph of Subsection 300.2.8, "Measurement," of the Standard Specifications and substitute the following: Measurement of Unclassified Excavation will be based on the volume it occupied prior to excavation. Disagreement regarding volume measurements shall be resolved prior to excavation. Any re-measuring or resurveying required as a result of disagreement will be at Contractor's expense. Asphalt and concrete pavement shall be removed to clean straight lines before replacement to ensure that all areas are accessible to equipment used to compact replacement material. The areas and quantities shown on the Plans and these Special Provisions are given only for the Contractor's aid in planning the work and preparing bids. The Engineer shall designate the limits to be removed and these designated areas shall be considered to take precedent over the areas shown on the Plans. No guarantee is made that areas or quantities shown will equal the areas or quantities designated by the Engineer. SP-56 At the end of each day, the Contractor shall submit to the Engineer an itemized list of the removal areas, the individual cubic yard removal volumes, and the total volume of the removal areas completed for that day. No payment shall be made for areas of over excavation unless previously approved by the Engineer. 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. This work items includes all grade to drain, where shown on the plans, including disposal of any surplus materials not incorporated into the work. All embankments and subgrades shall be compacted in accordance with Section 300-4.7, "Compaction," of the Standard Specifications and these Special Provisions. 12-1.02 STOCKPILES -- the Contractor shall be responsible for locating and securing permission to use any site it deems necessary for the stockpiling of materials. Prior to placing any materials on private property, the Contractor shall submit to the Engineer written permission from the property owner for such stockpiling. Where stockpile sites are located in areas adjacent to residential or noise sensitive areas, the Contractor shall take measures to minimize construction related noise during the early A.M. hours, which may include performing preparatory operations for the following day's work on the night before. The Contractor shall conduct its operations in these areas to conform to the sound control requirements located elsewhere in these Special Provisions. Necessary precautions, including preparatory cleaning of stockpile sites and covering stockpiles, shall be taken as required to ensure that stockpiles do not become contaminated with oversized rock, clay, silt, or excessive amounts of moisture. All materials deposited shall be done in an orderly manner, minimizing the space required and progressing from the farthest corner of the site to the access point. The stockpiles shall be kept in areas that readily drain. Stockpiles shall be physically separated and deliveries shall be monitored and controlled to prevent mixing of materials or aggregates. The stockpile areas shall be thoroughly cleaned, removing all excess material and all material contaminated by spilled oil, and left with a neat, orderly appearance upon completion of operations in that area. 12-1.03 PAYMENT -- the Contract bid price paid per Square Foot for "PAVEMENT REPAIR," with various pavement section thicknesses to be removed and repaired per Bid Schedule, shall be considered as full compensation for providing all materials, tools and equipment, sawcutting and/or milling/ planing if approved by the Engineer, disposal of removed materials including any sub-base, all requirements associated with stockpiling and stockpile areas, delivery of the salvaged Asphalt concrete pavement to a CITY-designated site, SP-57 and for doing all the work involved, 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 price paid per Square Foot for "REMOVE PORTLAND CEMENT CONCRETE PAVEMENT (MEDICAL CENTER DRIVE)," shall be considered as full compensation for providing all materials, tools and equipment, sawcutting, disposal of removed materials, and for doing all the work involved, 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 for "UNCLASSIFIED EXCAVATION" shall be considered as full compensation for providing all materials, tools and equipment, sawcutting and/or milling/ planing if approved by the Engineer, disposal of removed materials including any sub-base/ subgrade, all requirements associated with stockpiling and stockpile areas, grade to drain and disposal of surplus materials and for doing all the work involved, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the Contract price paid for the various bid items of work involved and no additional compensation will be allowed therefor. Costs of compaction testing ordered by the Engineer shall be paid for as follows: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from this Contract. The Contractor shall pay the price at the same rate that the City is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the City. SP-58 SECTION 13 13-A UNCLASSIFIED FILL 13-A.1.01 GENERAL -- Unclassified fill shall comply with Section 300-4, "Unclassified Fill", of the Standard Specifications and these Special Provisions. Placing of fill materials shall be in accordance with Section 300-4.2, "Preparation of Fill Areas", and Section 300-4.5, "Placing Materials for Fills", of the Standard Specifications. The Contractor shall provide all unclassified fill necessary for curbs, gutters, cross gutters and spandrels, sidewalk, ADA bypass, driveways, driveway approaches, curb ramps 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. Where unclassified fill and grading is necessary in preparation for laying concrete or asphalt concrete, it shall be made with clean material which shall be solidly compacted to avoid future settlement. Unclassified fill shall include grade to drain, where noted per Plan, these Special Provisions and as directed by the Engineer, and disposal of any surplus materials not incorporated into the work. Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. Backfill under the traveled way shall be compacted to a relative compaction of a minimum of 95% per CITY Std. No. 310. Embankments outside the traveled way, in areas not to receive concrete or asphalt concrete pavement shall be compacted to a relative density of not less than 90%. All embankments and subgrades shall be compacted in accordance with Section 300-4.7, "Compaction," of the Standard Specifications and these Special Provisions. Imported borrow material shall conform to the provisions of Section 300-3.5-1, "Requirements", of the Standard Specifications. SP-59 13-A.1.02 PAYMENT -- The Contract bid price paid for "UNCLASSIFIED FILL," shall be considered as full compensation for providing all materials, tools and equipment, and for doing all the work involved in placing and compacting unclassified fill, including grade to drain where called for on the plans, including disposal of surplus materials not incorporated into the work, per the Plans, the Standard Specifications, these Special Provisions, as directed by the Engineer, and shall be considered as included in the various Contract bid items of work involved 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 this Contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. SP-60 SECTION 13-B FULL DEPTH RECLAMATION (MEDICAL CENTER DRIVE) 13-B.1.01 GENERAL — Full Depth Reclamation (Medical Center Drive) shall be performed in accordance with Section 300-1.3, "Removal and Disposal of Materials," and Section 301-3, "PORTLAND CEMENT TREATED MIXTURES," of the Standard Specifications and as described within these Special Provisions. For the Medical Center Drive Number 2 (outside) southbound lane, full depth reclamation work includes removal and delivery to a CITY-designated yard, 5" of the existing Asphalt concrete pavement, pulverizing the remaining Asphalt pavement, sub-base and subgrade a minimum 12" deep, re-grade, remove and export surplus material and compact roadbed to approximately 7" below finish elevation, spread and mix in place material, cement and water to 10" below existing depth (to 17" depth overall from original pavement surface), compact the mixture, cure 7 days, and place minimum 6" HMA pavement to original grade, followed by a Type II slurry seal of entire roadway, to the lines, grades and dimensions shown on the plans, these Special Provisions, and as directed by the Engineer. For bidding purposes, the cement content of the completed subgrade mixture shall be 6 percent by weight of the dry material. Removal of the top 5" of the Asphalt concrete pavement shall be as specified in Section 12-1, "UNCLASSIFIED EXCAVATION," of these Special Provisions. Payment for removing 5" of the Asphalt concrete pavement for Full Depth Reclamation (Medical Center Drive) shall be paid separately per "REMOVE AND SALVAGE EXISTING ASPHALT CONCRETE PAVEMENT, 5","per Bid Schedule, of these Special Provisions. Asphalt Concrete shall be as specified in Section 14-1, "ASPHALT CONCRETE," of these Special Provisions. Payment for Asphalt Concrete for Full Depth Reclamation (Medical Center Drive) shall be paid separately per "CONSTRUCT ASPHALT CONCRETE PAVEMENT, 6","per Bid Schedule, of these Special Provisions. Type II Slurry Seal shall be as specified in Section 43-1, "SLURRY SEAL," of these Special Provisions. Payment for Slurry Seal for Full Depth Reclamation (Medical Center Drive) shall be paid separately per "SLURRY SEAL (TYPE II)," per Bid Schedule, of these Special Provisions. Contractor shall complete the full depth reclamation work(starting from removal of existing AC pavement to pulverizing, mixing, cement treating, curing, micro-cracking to placing Asphalt concrete pavement, separate from any PCC flatwork or bus stop pad construction), along Medial Center Drive,within 10 calendar days. SP-61 For residential properties that front (take access from) Medical Center Drive, due to the nature of the full depth reclamation work, access to these properties will be interrupted. Contractor is to conduct his full depth reclamation work activities so as not to disrupt motor vehicle access to these properties for longer than 10 calendar days. CITY may elect, at its option, to direct Contractor to re-establish motor vehicular access .to these properties during the 10 calendar day window, under the terms of Extra Work, per the Standard Specifications. Contractor is to notify all residents/property owners along Medical Center Drive of his scheduled activities a minimum of two weeks prior to initiating the full depth reclamation work. Add to Section 301-3, "PORTLAND CEMENT TREATED MIXTURES," of the Standard Specifications, the following: The Engineer may order an increase or decrease in the amount of specified cement content. If such increase or decrease is ordered, the compensation payable to the Contractor for cement treatment will be increased or decreased on the basis of the cost of cement per ton, f.o.b. the cement mill (including sales tax) plus the freight cost per ton, for delivery of the cement to the project from the mill. In determining the cost of cement, a cash or trade discount offered or available will be credited to the CITY notwithstanding the fact that the discount may not have been taken by the purchaser. The Contractor shall furnish the Engineer satisfactory evidence of the cost of cement used on the project during the period involved in the ordered change in cement content. The Contractor shall maintain records that enable a clear determination of the cost of cement used during the period. The Contractor's records pertaining to the cost of cement shall be open to inspection or audit by CITY representatives during the life of the Contract and for not less than 3 years after completion thereof. The Contractor shall retain the records for that period. If the price of cement as determined from the Contractor's records is, in the opinion of the Engineer, excessive or if the Contractor does not furnish satisfactory evidence of the cost of cement, the Engineer will determine the price to be the lowest wholesale cost at which cement would be available in the quantities concerned delivered to the job site, less discounts available. The quantity of cement subject to increased or decreased compensation will be the difference between the specified theoretical quantity of cement and the theoretical quantity of cement ordered by the Engineer. No additional adjustment of compensation will be made for variations in the cost of work resulting from the change in the quantity of Portland cement. Material to be treated shall be scarified and thoroughly broken up by means of equipment constructed and operated to leave an undisturbed plane at a uniform depth below the surface shown on the typical cross section. Precautions shall be taken to avoid forming furrows of loosened material below the referenced plane and to obtain a uniform condition of the material for the full width to be treated. SP-62 Before the addition of cement and water to the material, rocks greater than 2-1/2 inches in size shall be removed and the cost of removing rocks will be paid for as Extra Work as provided in Section 3-3, "EXTRA WORK," of the Standard Specifications. Cement shall not be spread upon the prepared material more than 4 hours ahead of the road-mixing operation. Cement shall be uniformly spread by mechanical equipment in the amount necessary to meet the cement content requirements. No traffic other than the mixing equipment will be allowed to pass over the spread cement until after completion of mixing. The cement content of samples taken from time to time from the mixtures spread on the roadbed shall not vary above or below the specified cement content more than one percent of the weight of the dry material as determined by California Test 338. The treated mixture shall be spread to the required planned width, grade and cross section. The mixture may be spread and compacted in one layer. Cement treated material shall be compacted to a relative compaction of not less than 95 percent. Not more than 2 hours shall elapse between the time water is added to the material and cement and the time of completion of initial rolling. Compacting equipment shall be adequate to produce the required compaction within the operation time limits specified. Rolling shall be performed in such a manner that the finished surface shall be true to the required grade and cross section within the surface tolerance specified. Areas inaccessible to rollers shall be compacted to the required compaction by other means satisfactory to the Engineer. Areas where new Portland cement concrete bus pads will be constructed shall be constructed to accommodate an 8" PCC bus pads placement to final grade (top of approximate cement treated soil at 8" below finish grade, a reduction in cement treated section thickness of approximately 2", to 9"thick. The finished surface of cement treated material shall not vary more than 0.08-foot above or below the grade established by the Engineer. The thickness of cement treated material shall not be more than 0.05-foot thinner than the planned thickness at any point. Full compensation for applying a curing compound, if used, in curing areas where cement treatment has been performed shall be considered as included in the contract BID price paid per SP-63 square yard for FULL DEPTH RECLAMATION (MEDICAL CENTER DRIVE), and no separate payment will be made therefor. 13-B.1.02 MICROCRACKING CEMENT TREATED SUBGRADE -- After the initial 24 hours of the moist curing period, the fmished cement treated subgrade (CTS) course shall be tested to determine the stiffness of the layer. The stiffness measurement of the CTS shall be determined using an approved device, such as the Humboldt Stiffness Gauge (HSG), or equivalent. One test will be made along each 100 ft. section of the street. The test location shall be marked with paint for later retesting. If the initial HSG readings are in the range of 50 to 60 (MN/m) then microcracking of the CTS course shall begin. If the readings are below the stated range, the CTS course shall be allowed to cure for an additional 24 hours and stiffness readings obtained at the end of the 24 hour period and prior to the commencement of microcracking operations. Microcracking of the CTS shall be accomplished by a 12 ton steel-wheel vibratory roller, travelling at a speed of approximately 2 mph and vibrating at maximum amplitude (or as directed by the Engineer). The section shall have 100% coverage exclusive of the outside 1 foot so as to induce minute cracks in the CTS. The microcracking operations may be terminated when a minimum 40% reduction in the stiffness of the CTS course is achieved as compared to the initial (pre-cracked) readings. After one pass of the vibratory roller, the stiffness of the CTS shall be determined. Based on the target total stiffness minimum reduction of 40%, it will be decided if additional passes are required. Additional passes of the steel roller may be required to achieve the desired crack pattern or section modulus as determined by the Engineer. The CTS course shall be tested for stiffness after each additional rolling. It is anticipated that the roller will have to make between approximately 1-4 passes to achieve the required reduction in stiffness. After cessation of microcracking the CTS section shall be cured for a period of at least 48- 72 hours. 13-B.1.03 MEASUREMENT -- FULL DEPTH RECLAMATION (MEDICAL CENTER DRIVE) shall be measured by the Square Yard. The area in Square Yards will be determined from measurement of the finished surface of cement treated material. The measurement will be made parallel to the ground slope. 13-B.1.04 PAYMENT -- The Contract unit Bid price paid per Square Yard for"FULL DEPTH RECLAMATION (MEDICAL CENTER DRIVE)," shall include full compensation for furnishing all labor, materials (including cement in the amount specified), tools, equipment, and incidentals, and for doing all the work involved in pulverizing the remaining existing structural section to 12" depth after removal of the overlying 5" of Asphalt concrete pavement, re- grading the subgrade to 7" below original grade and export of surplus materials, in furnishing, placing, mixing, spreading, compacting and curing cement treatment, microcracking the cement treated subgrade, absent removal of 5" of Asphalt concrete pavement, new Asphalt concrete pavement and Slurry seal, as shown on the Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-64 SECTION 14 14-A ASPHALT CONCRETE 14-A.1.01 GENERAL -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. The Performance Grade of the asphalt concrete shall be PG 64-10. Where dense graded asphalt is being constructed in two or more layers, the asphalt concrete pavement for the base course shall be B-PG 64-10. Where dense graded asphalt is being constructed in a single layer or for a finishing course or asphalt concrete overlay, the asphalt concrete pavement shall be C2-PG 64-10. A tack coat shall be applied, as directed by the Engineer. 14-A.1.02 PAVEMENT REPAIR -- shall comply with the requirements for ASPHALT CONCRETE and AGGREGATE BASE as specified herein, as shown on the Plans and where directed by the Engineer. The existing localized portions of failed pavement structural section, as shown on the plans and when directed by the Engineer, shall be removed to a minimum depth of 4" below existing street grade (remove Asphalt concrete pavement to reach underlying aggregate base material/ structural section material; per the Plans, where removals are in an area that is to be milled, the removals are to be done after milling operations, providing for an effective removal depth of a minimum of 2 1-2" of asphalt pavement (after milling is conducted)). Asphalt pavement may be removed by sawcutting and removal of the existing pavement section, or by milling, as per Plan and as approved and directed by the Engineer. Backfill for trenching under the traveled way shall be compacted to a relative compaction of a minimum of 95% per City Standard Plan No. 310. Aggregate base, crushed, where specified on the Plans or as directed by the Engineer, 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 3/4-inch. For the localized portions of the street repair, that work may take place during week days; however, the general street overlay work shall be scheduled to occur on Saturdays. 14-A.1.03 CRACK SEALING (ASPHALT CONCRETE PAVEMENT) -- within each roadway's Project limits, all cracks larger than 1/4" shall be cleaned and sealed with a hot- applied rubberized asphalt sealant, prior to placement of final Asphalt concrete overlay or slurry SP-65 seal, as appropriate. The Engineer shall have the final determination as to which cracks shall be sealed. Crack sealing will not be required for those portions of roadways to be overlain by a Scrub seal, unless otherwise directed by the Engineer. With each delivery of crack treatment material to the job site, submit: 1. Manufacturer's name 2. Production location 3. Product brand or trade name 4. Product designation 5. Crack treatment trade name 6. Batch or lot number 7. Maximum heating temperature Crack treatment material must be delivered to the job site premixed in cardboard containers with meltable inclusion liners or in a fully meltable package. Heat hot-applied crack treatment material in compliance with the manufacturer's instructions. Comply with the manufacturer's application instructions. The crack sealing material shall be rubberized crack seal by "Crafco," or Engineer- approved equal. The entire limits of the roadway shall be machine swept within 24 hours prior to crack treatment. Cracks must be clean and dry before treating. Before treating, blast cracks with oil- free compressed air at a pressure of at least 90 psi. If the pavement temperature is below 40 °F or if there is evidence of moisture in the crack, use a hot air lance immediately before applying crack treatment. The hot air lance must not apply flame directly on the pavement. Cracks 3/8" 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. If after 2 days the crack treatment is more than 1/4 inch below the specified level, or the sealant fails, or the crack re-opens, re-treat the crack. 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. Immediately remove crack treatment material spilled or deposited on the pavement surface. SP-66 Before opening to traffic, apply sand or the manufacturer's recommended detackifying agent to tacky crack treatment material within the traveled way. Sweep excess sand before opening to traffic. Sand applied to tacky crack treatment material must be clean, free of clay, and comply with: Sand Gradation Sieve Size Percent Passin_ No. 4 100 No. 50 0 - 30 No. 200 0 - 5 14-A.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-A.1.05 ADJUST UTILITY FRAME AND COVER, AND WATER VALVE COVER, TO GRADE -- Adjusting utility frames and covers 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, SECTION 46, "ADJUST UTILITY FRAME AND COVER TO GRADE" of these Special Provisions, and as directed by the Engineer. Adjusting water valve covers to grade after completion of paving shall be in accordance with SECTION 25A, "Adjustment of Water Facilities" of these Special Provisions, 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, "Adjustment of Manhole Frame and Cover Sets to Grade," of the Standard Specifications. The pavement surrounding the frames and covers shall meet the smoothness requirement as specified in Sub-Section 302-5.8, "Manholes (and other structures)", of the Standard Specifications. 14-A.1.06 ADJUST NON-CITY UTILITY FRAME AND COVER/VAULT -- Adjusting non-city utility frame and cover/ vault frames and covers to grade after completion of paving shall be performed by others. 14-A.1.07 SOIL STERILANT -- The Contractor shall submit a proposal for a pre- emergent herbicide soil sterilant, with dye, and approved for use in California, to the Engineer for review and approval. The Contractor shall provide proof of registration for use in California which can be verified by accessing the California Department of Pesticide Regulation website at: SP-67 http://www.cdpr.ca.gov/docs/labeIlabiue.htm#regprods Review and approval by the Engineer of the soil sterilant to be used on this Contract is for administration purposes only and does not relieve the Contractor from responsibility for providing and applying a suitable State registered soil sterilant in quantities and rates sufficient for its intended purpose. Contractor shall apply soil sterilant using spray equipment that provides good mechanical agitation and even coverage of the area to be treated. Spray equipment shall be calibrated before material is applied. The Engineer shall be the sole evaluator of the effectiveness of the spray equipment before and during sterilant application, and the Engineer's decision concerning the use of the equipment on this Contract shall be final. If in the opinion of the.Engineer, the sterilant applicator and application is not sufficient for the job, the Contractor shall immediately adjust, repair, or replace the spray equipment (and/or rate of application) to the satisfaction of the Engineer and at the Contractor's expense. Contractor shall apply soil sterilant to the area(s) to be covered by asphalt concrete pavement, as shown on the plans, or as directed by the Engineer. Soil sterilant shall be applied at the rate specified by the manufacturer for the intended purpose, and repeated, as necessary, as recommended by the manufacturer. Great care shall be taken to apply soil sterilant to the designated areas only. Asphalt concrete may only be placed after proper application and placement of soil sterilant and only as recommended by the manufacturer. It should be noted that some manufacturers require more than one soil sterilant application separated by a specific time period to be effective. The dye shall not stain concrete or masonry where visible. Full compensation for conforming to the requirements of Soil Sterilant shall be considered as included in Contract bid price paid for the various items of work involved and no additional compensation will be allowed therefor. 14-A.1.08 PAVEMENT REPAIR (K STREET, SOUTH OF OAK STREET) DELETABLE ITEM -- shall comply with the requirements for ASPHALT CONCRETE and AGGREGATE BASE as specified herein, and as directed by the Engineer. The existing localized portions of failed pavement structural section, adjacent to the Richardson Middle School, south of Oak Street, when directed by the Engineer, shall be removed to a minimum depth of 4" below existing street grade (remove Asphalt concrete pavement to reach underlying aggregate base material/ structural section material. Asphalt pavement may be removed by saw cutting and removal of the existing pavement section, or by milling, as approved and directed by the Engineer. The underlying sub-base and subgrade shall be compacted to a minimum 95% relative compaction, before the Asphalt concrete pavement is placed. SP-68 As this is a Deletable work item (Pavement repair on K Street south of Oak Street), the work shall only occur upon written direction from the Engineer. Upon written direction to proceed with the work, Contractor shall coordinate his work activities with the Richardson School Principal so as to limit impacts to the School to the greatest extent possible. For bidding purposes, Contractor is to assume a 5' wide by 300' long section of pavement to be removed and replaced. 14-A.1.09 PAYMENT -- The Contract unit bid price paid per Ton for "CONSTRUCT ASPHALT CONCRETE PAVEMENT," and "CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY," thickness per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, placing and compacting pavement material, sweeping roadway prior to crack treatment, cleaning out all cracks, furnishing and installing crack sealing, sand for tackifying operations, sweeping excess sand, tack coat, adjustment of utility frames and covers to grade, as required, replacing survey markers in new pavement, forms, formwork and its disposal, all complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit bid price paid per Square Foot for "PAVEMENT REPAIR," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, placing and compacting pavement material, sweeping roadway prior to crack treatment, cleaning out all cracks, furnishing and installing crack sealing, sand for tackifying operations, sweeping excess sand, tack coat, adjustment of utility frames and covers to grade, sawcutting and removing, or milling and removing existing asphalt pavement as required, disposal of removed materials, furnishing additional aggregate base material if necessary, scarifying, placing and compacting underlying base or subgrade materials prior to pavement placement, replacing survey markers in new pavement, all complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. 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 this Contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. Adjusting water valve enclosures to grade following the Contractor's paving operations shall be considered as included in the Contract unit bid price paid per Each for "ADJUST EXISTING WATER VALVE COVER TO GRADE", and no additional compensation will be allowed therefor. SP-69 14-B POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL) 14-B.1.01 GENERAL -- The work shall include but not be limited to furnishing all labor, tools, materials and equipment for the application of the Polymer Modified Asphalt Surface Sealer(Scrub Seal), Grading B. Aggregate shall to conform to Section 37-1, "Seal Coats," of the CALTRANS Standard Specifications and these Special Provisions. This work item shall be done in the following order: Preparing the pavement surface including spraying herbicide, removal of vegetation and other deleterious matter and sweeping; protecting existing valve frames and covers; applying the Polymer Modified Asphalt Surface Sealer and scrubbing the applied emulsion sealer with a scrub broom as specified herein; applying aggregate, brooming the aggregate with a secondary broom when specified, rolling the aggregate; and sweeping up and disposing of excess aggregate off of the job site. The specifics for each of these work evolutions is as identified herein. 14-B.1.02 PREPARATION -- Prior to the Scrub Seal operation on city streets the Contractor shall remove any and all vegetation within the limits of the pavement to be scrub sealed by applying an approved herbicide. The herbicide shall be applied at least 14 days prior to the scrub seal operation, or as directed by the manufacturer of the approved herbicide, as identified within Section 11-1, "CLEARING AND GRUBBING," of these Special Provisions. Prior to the Scrub Seal operation, the Contractor shall entirely remove all existing thermoplastic striping, thermoplastic legends and raised pavement markers within the scrub seal limits. Removals shall be done by wet sandblasting or micro-grinding, as approved by the Engineer. When removing the raised pavement markers the Contractor shall remove excessive adhesive left on pavement caused from the removal of raised pavement markers. Removal shall be done to the satisfaction of the Engineer. Additionally, as part of the preparatory activities, Contractor shall cold mill/ micro-grind and remove all heaving cracks and bumps as directed by the Engineer. Crack sealing will not be required for those portions of roadways to be overlain by a Scrub seal, unless otherwise directed by the Engineer. Crack sealing will be required where scrub seal operations are terminated prior to roadway intersections, however, as directed by the Engineer. Prior to the Scrub Seal operation, all personnel covers, drain inlet covers, monument covers, and all other utility covers shall be protected from the Contractor's scrub seal operations by applying a sheet of plastic, cut to fit, placing a plastic bag over the exposed facilities, or other methods approved by the Engineer. All traces of plastic, residual emulsion and chips shall be removed from all personnel covers, drain inlet covers, monument covers, and all other utility covers as quickly as possible, after the application of the scrub seal, prior to final acceptance of the Project. SP-70 Immediately prior to the scrub sealing operations, the Contractor shall sweep the entire Project area with vacuum assisted power brooms or as otherwise approved by the Engineer. Areas that have been patched (pavement removed and replaced) shall receive a fog seal at the discretion of the Engineer. At least 48 hours prior to the beginning of scrub seal operations, the Contractor shall notify all affected property owners, residents, businesses and agencies by an Engineer-approved, written notice, per Section 10-1.02, "NOTIFICATION OF RESIDENTS," of these Special Provisions. In the vicinity of schools, localized portions of the street repair work may take place during week days; however, the general street scrub seal work shall be scheduled to occur on Saturdays. 14-B.1.03 PRE-QUALIFICATION -- Per Section C of these Special Provisions, the Contractor shall: a) have a minimum of three (3) years experience in the application of Polymer Modified Asphalt Surface Sealer as applied to scrub-seal; or b) have successfully completed at least three (3) scrub seal projects utilizing the scrub-broom to the satisfaction of their clients. The Engineer's decision as to whether information submitted by the Contractor meets the qualifications above shall be final. 14-B.1.04 APPLICATION -- All incidental work such as surfacing of driveway aprons and returns shall be done concurrently with the surfacing of the street proper. The scrub seal shall be applied 0"-4" from the lip of the gutter. Where a curb exists without gutter, the scrub seal shall be applied 0"-4" from the face of curb when receiving a cape (Slurry seal). If a cape is not specified then the scrub seal shall be placed from edge of pavement to edge of pavement. Where no curb or gutter exists, the scrub seal shall be applied from edge of pavement to edge of pavement. The edges of the limits of the scrub seal application on both sides of the street shall be maintained in a neat and uniform line. Scrub seal shall not be applied on concrete gutters or pads unless directed by the Engineer. Polymer Modified Asphalt Surface Sealer shall be applied when ambient temperature is above forty (40) degrees Fahrenheit and rising. The polymer modified asphaltic rejuvenating emulsion shall not be placed if the ambient temperature during the twenty four (24) hour curing period is expected to be below twenty-five (25) degrees Fahrenheit. The termination time of application shall be determined by the Engineer. The areas to be scrub sealed shall have the Polymer Modified Asphalt Surface Sealer applied with a distributor truck to the pavement surface at a rate of 0.25 to 0.40 gallons per square yard. For cul-de-sacs, turnout pockets, elbows and curve returns the use of the scrub broom will not be required. The actual emulsion sealer application rate required will be determined by the pavement surface condition and the aggregate used. Recommended application rate ranges for both aggregate and emulsion are shown in Table I herein. The actual application of the emulsion SP-71 sealer shall be recommended by the manufacturer's representative, with the Engineer determining the final application rate. The Polymer Modified Asphalt Surface Sealer temperature when applied shall be at a minimum of 110 degrees Fahrenheit. For smaller areas the emulsion sealer may be applied with a wand. The emulsion sealer shall be immediately broomed to fill cracks and voids. The emulsion scrub broom shall be as described in the following Section. 14-B.1.05 SCRUB BROOM EQUIPMENT -- Immediately following the application of the emulsion sealer to the road surface, the material shall be scrubbed with a scrub broom for the purpose of forcing the emulsion sealer into the existing surface and distributing the emulsion sealer evenly over variable road surface contours. The scrub broom frame shall be constructed of metal. The scrub broom shall be attached to and pulled by the distributor truck. The scrub broom must be equipped with the means to mechanically raise and lower the scrub broom off and onto the road surface at designated points of completion and start up. It shall be towable in an elevated position to the next area of construction. The weight of the broom assembly shall be such that it does not squeegee the emulsion sealer off the roadway surface. Unless otherwise approved by the Engineer, the conformation for the scrub broom shall be as identified within Appendix A, "Exhibit A, PASS Scrub Broom," and as follows: • The main body of the scrub broom shall be a minimum of 6'-9" wide and 8'-0" deep. • The maximum width of the rigid frame at any point shall not exceed 8'-0". • The depth shall not exceed 10'-0". • The nearest and furthest members, paralleling the back of the spreader truck, and diagonal members shall be equipped with street brooms. • The leading member and the trailing member shall have broom heads angled at 15 degrees off the centerline of the supporting member. • The diagonal members shall have broom heads attached in line with the centerline of the supporting member. Each individual street broom attached to the scrub broom assembly shall be 3 1/2" w x 6 1/2" h x 16" L and have stiff nylon bristles. Bristle height is to be maintained at a minimum of 5". • The scrub broom shall be equipped with a min. of 2- hinged wing assemblies attached to the main body, not to exceed 4'-6" in total per side, with diagonals and equipped with street brooms. The maximum rigid frame width and the hinged wing extensions shall not exceed a maximum width of 16' (ft), and shall maintain the scrubbing process evenly as contours and cross-sections change across the existing road surface. The Contractor shall supply a scrub broom as described for the purpose of scrubbing the Polymer Modified Asphalt Surface Sealer within the Project limits. If the Contractor fails to SP-72 supply the scrub broom specified, the Project shall be shut down until the Contractor supplies the required equipment in full operation. Shut downs resulting from the failure to provide the specified scrub broom shall not excuse the Contractor from the provisions of Contract working days. The application of the Polymer Modified Asphalt Surface Sealer and the scrub broom operation shall cease 40' (ft) prior to the end of the street section or controlled intersection. The remaining emulsion sealer shall be drug out by the scrub broom, and the remaining emulsion sealer required to complete the pass shall be applied only by the spread truck (boot truck), at the specified rate. Immediately following the scrubbing of emulsion sealer, aggregate shall be applied at the rate specified. The rate shall be adjusted up or down so that no "bleed through" occurs during rolling. The aggregate shall be spread evenly by a mechanical spreader. The aggregates screenings rate of application and corresponding emulsion spread rates shall conform to the following as shown in Table I below. Table I Aggregate Application Rate Emulsion Spread Rate For Grading A= 18 —24 lbs / sy .23 gals/ sy - .26 gals/sy For Grading B = 23—27 lbs/ sy .26 gals / sy - .31 gals/ sy For Grading C = 25 -31 lbs/ sy .29 gals/ sy - .38 gals/ sy A minimum of two self-propelled pneumatic-tired rollers shall be used for the required rolling of the aggregate. The pneumatic-tired rollers shall be in good working condition and actively rolling at all times during the scrub seal operation. The pneumatic-tired rollers shall be a minimum 5 tons. The pneumatic-tired rollers shall be operated in such a manner to prevent the dislodging of newly applied aggregate. Power sweeping shall be done before the end of the day after scrub seal operation to remove any excess loose aggregate. During the sweeping process the Contractor shall use a backpack blower to clear driveways, gutters, cross gutters and sidewalks of excess aggregate at the end of each day until the street is micro surfaced. The Contractor shall wait a minimum of three days after the scrub seal application before applying other surface treatments as specified, unless otherwise directed by the Engineer. The Contractor shall exercise care to prevent oil from being deposited on concrete surfaces. Each day the Contractor shall remove oil from the surfaces not designated to be caped. No additional streets shall be scrub sealed until this clean up has been performed. The method of the oil removal shall be approved by the Engineer. SP-73 14-B.1.06 TRAFFIC CONTROL -- for Polymer Modified Surface Seal (Scrub Seal) areas, Traffic Control shall comply with the requirements of Section 9-1 of these Special Provisions and as identified herein. Contractor shall install temporary raised pavement markers once the scrub seal is cured until the roadway surface is ready for permanent raised pavement markers. After placement of the scrub seal, Contractor shall post 25 mph signs for the roadway prior to opening to vehicular traffic and until the roadway receives its next or final surfacing treatment. 14-B.1.07 STOCKPILE SITES AND CONSTRUCTION ZONE -- The sites for stockpiling shall be clean and free of objectionable materials and shall be located outside the street right-of-way. Arrangements for these sites shall be the responsibility of the Contractor. If on private property, a written agreement shall be provided by the Contractor to the Engineer prior to commencing operations. For purposes of this Contract, the construction zone is defined to be the stockpile area, the area to be sealed, and all streets and public rights-of-way in between. 14-B.1.08 EQUIPMENT -- The following equipment to be used for the scrub-seal shall be as follows: A. An asphalt distributor for application of the emulsion sealer shall have a full circulation spray bar that is adjustable to at least sixteen (16) feet wide in two (2) feet increments and capable of heating and circulating the emulsion simultaneously. It must have computerized rate control for adjusting and controlling the application from the cab that is adjusting by .01 gallons per square yard increments. The distributor shall also be equipped with a volume measuring device and a thermometer for measuring the emulsion temperature in the tank. B. A Scrub Broom, described herein, shall be used to scrub the emulsion sealer after application. C. A self-propelled aggregate spreader with front discharge that can evenly distribute aggregate. D. A minimum of two (2) pneumatic rollers weighing at least five (5)tons each. E. Two (2) mechanically powered kick-brooms or vacuum type brooms. F. A back pack blower for removing excess chips during the sweeping operation. 14-B.1.09 MATERIALS -- The asphalt emulsion shall be a polymer modified rejuvenating Emulsion with a latex polymer, rejuvenating agent and asphalt and shall meet the following specifications. The polymer shall be PA-AS-1, a product of Polymer Science of America, or Engineer-approved equal. In addition to meeting the following specifications, suppliers offering an equal must demonstrate by test results that their product softens the asphalt treated. Sources of data must come from an independent study performed by a governmental SP-74 agency or university study on rejuvenating emulsions. The final decision on acceptance shall be made by the Engineer (1) Exception to AASHTO T59: Bring the temperature on the lower thermometer slowly to 350° F plus or minus 10° F. Maintain at this temperature for 20 minutes. Complete total distillation in 60 plus or minus 5 minutes from first application of heat. (2) Elastic Recovery @ 10° C (50° F): Hour glass sides, pull 20 cm, hold 5 minutes then cut, let sit 1 hour. (3)Tensile Strength Determination: Samples for testing for tensile strength in accordance with ASTM D412 shall be cut using a die dumbbell at a crosshead speed of 20 in/min. (4) Latex Testing: Suitable substrate for film formation shall be polyethylene boards, silicone rubber sheeting, glass, or any substrate which produces a cured film of uniform cross-section. Polymer film shall be prepared from latex as follows: Resistance to Swelling: Polymer films shall be formed by using a 50 mil drawdown bar and drawing down 50 mils of the latex on polyethylene boards. Films shall be cured for 14 days at 75°F and 50% humidity. Samples for resistance to swelling in rejuvenating agent shall be 1" by 2" rectangles cut from the cured film. Cut at least 3 specimens for each sample to be tested for swelling. Fill 3- 8 oz ointment tins with at least a 1/2" deep of rejuvenating agent. Swelling samples shall be weighed and then placed in the ointment tins on top of the rejuvenating agent. Then, add at least another '/2" deep of rejuvenating agent over each of the latex samples. The ointment tins shall be covered and placed in an oven at 104°F for the specified 48 hours +/- 15 minutes. The ointment tins are allowed to cool to 75°F and then the latex films are removed from the tins. Unabsorbed rejuvenating agent is removed from the intact latex film by scraping with a rubber policeman and blotting with paper towels. If the latex film does not remain intact during removal from the tins or while removing the unabsorbed rejuvenating agent the sample shall be rejected. After the rejuvenating agent is removed from the samples they are then weighed. Percent swelling is reported as weight increase of the polymer film; report mass increase as a percent by weight of the original latex film mass upon exposure of films to the recycling agent. SP-75 14-B.1.10 — RECYCLING AGENT -- The recycling agent shall meet the following specifications: Test Specification Viscosity, 140F, CST 50-175 Flash Point, F, COC 380 Min. Saturate, %by wt. 30 Max Asphaltenes 1.0 Max. Test on Residue Weight Change, % 6.5 Max. Viscosity Ratio 3 Max 14-B.1.11 MATERIAL CERTIFICATION AND TESTING -- The emulsion manufacturer, through the Contractor, shall submit to the CITY certification that the emulsion meets the specification. The latex manufacturer, through the emulsion supplier and the Contractor, shall submit to the CITY test results from the specified laboratory, certification that the latex is cationic, meets the required specifications, and that it is supplying the latex for the Project. The CITY will not accept test results dated more than 90 days from the date of bid opening. The Refinery refining the recycling agent, through emulsion supplier and the Contractor, shall submit to the CITY test results on the recycling agent and certification that the recycling agent meets the required specifications. The Refinery supplying the certification shall be an affiliate or subsidiary of an approved CALTRANS asphalt supplier. The product supplied shall be refined under a Quality Assurance and a Quality Control environment as required by CALTRANS. Polymer film required for testing shall be prepared in accordance with these Special Provisions by Momentum Technologies Inc., 1507 Boettler Rd., Uniontown, OH 44685, or Engineer-approved equal. The polymer films used for testing shall be derived from the same 1 quart sample received from the manufacture of the latex. Both the swell test and the tensile test shall be performed by Momentum Technologies Inc., or Engineer-approved equal. The refinery manufacturing the recycling agent shall submit to the laboratory testing the latex a one quart sample of the recycling agent for use in the swell test. Certifications and test results on the emulsion, latex and recycling agent shall be submitted to the CITY and approved by the CITY five (5) days prior to supplying material. The recycling agent used for the test shall be supplied and certified by TRICOR Refining, located in Bakersfield California, or Engineer-approved equal. SP-76 Prior to and during the Project the CITY may require one quart samples of both the finished emulsion and the latex used in the emulsion. The CITY may, at its sole discretion, withdraw samples from the supplier's storage tanks and submit to the CITY's designated laboratory for testing. All testing shall be at the CITY's expense. 14-B.1.12 AGGREGATE -- Aggregate Screenings shall conform to the following requirements prior to placing on the roadway. *Screening Aggregates—shown by Grading Type and % passing Grading A B C 1/4 X#10 5/16 X#8 3/8 X#6 1/2 (12.5 mm) 100 100 100 3/8 (9.5 mm) 100 100 90 - 100 #4 (4.75mm) 60 - 80 35 - 55 5 - 20 #8 (2.36mm) 0 - 15 0 -10 0 - 7 #16 (1.18mm) 0 - 5 0 - 5 0 - 5 #30 (600 um) 0 - 4 0 - 4 0 - 4 #200 (75 um) 0 - 3 0 - 3 0 - 3 * Grading Type shall be that specified in the Bid Schedule Screenings shall also conform to the following quality requirements: Test California Test Requirements Los Angles Rattler Loss at 500 g 211 40% rev. (max.) Cleanness Value (min.) 227 80 Percentage of Crushed 205 100% Particles Basis for rejection of scrub seal includes, but is not limited to, improper placement of material, striation of surface, "balling" of material due to quick-set, and tracks of vehicles, bicycles and pedestrians, or as otherwise determined by the Engineer. 14-B.1.13 PAYMENT -- The Contract unit bid price paid per Square Yard for "POLYMER MODIFIED ASPHALT SURFACE SEALER (SCRUB SEAL), GRADING B," per Bid Schedule, shall include full compensation for furnishing all labor, materials, equipment and incidentals for doing all the work involved in constructing Polymer Modified Asphalt Surface Sealer Scrub Seal, complete-in-place, including vegetation removal, striping SP-77 removal by micro-grinding or wet sandblasting, pre-sweeping, post-sweeping and cleaning of the surface, crack seal where required, applying the scrub seal on Saturdays in the vicinity of schools, mixing and applying the emulsion sealer on the pavement, providing, applying and rolling the aggregate, adjusting utility frame and covers to grade, cleanup, protecting the scrub seal coat until it has set, as shown on the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer. SP-78 14-C MICRO-GRIND EXISTING ASPHALT AND CONCRETE SURFACES 14-C.1.01 GENERAL -- This work shall consist of micro-grinding existing Asphalt concrete and Portland cement concrete surfaces as shown on the Plans, these Special Provisions, and as directed by the Engineer. The work primarily includes micro-grind along the gutters on Magnolia Avenue, but,to a lesser degree, occurs on all streets in this Contract. In general, areas to be micro-ground include, as per the Plans and as directed by the Engineer: • longitudinal and transverse joints, to smooth out raised Asphalt concrete at existing underlying Portland cement concrete pavement joints; • along existing curb and gutter, to ensure unimpeded gravity drainage; • spot locations in the existing roadway, to smooth out surface discontinuities; • spot locations at existing sidewalk, to ensure trip and fall hazards are removed; and • elsewhere as directed by the Engineer. Grinding equipment for micro-grinding Asphalt concrete and Portland cement concrete surfaces shall use diamond or tungsten carbide blades mounted on a self-propelled machine designed for grinding and texturing asphalt and concrete surfaces. Micro-grinding equipment that causes raveling, aggregate fracturing, or spalling, or that damages the transverse or longitudinal pavement joints shall not be used. Micro-grinding Asphalt and Portland cement concrete surfaces shall result in a parallel corduroy texture consisting of grooves 0.08-inch to 0.12-inch wide with 55 grooves to 60 grooves per foot width of micro-grinding. Tops of ridges shall be between 0.06-inch and 0.08-inch from the bottom of the blade grooves. Micro-grinding of the gutters of Magnolia Avenue shall be per Plan, these Special Provisions, and as directed by the Engineer. It shall be the Engineer's decision as to which sections of existing gutter shall be micro-ground. The ground surface at transverse joints or cracks will be tested with a 12-foot f2-1/2 inches long straightedge laid on the pavement parallel with the centerline with its midpoint at the joint or crack. The surface shall not vary by more than 0.01-foot from the lower edge of the straightedge. Cross-slope uniformity and positive drainage shall be maintained across the entire traveled way and shoulder. The cross-slope shall be uniform so that when tested with a 12-foot +2-1/2 inches long straightedge placed perpendicular to the centerline, the ground pavement surface shall not vary more than 1/4 inch from the lower edge of the straightedge. Crack sealing where required per the Plans and these Special Provisions shall be completed subsequent to micro-grinding operations. SP-79 Micro-grinding shall begin and end at lines parallel or normal, as appropriate, to the pavement centerline within the Project limits. Passes of the grinding head shall not overlap more than 1-inch. If multiple passes of the micro-grinding equipment are required, the area will only be considered for payment once. The Contractor shall remove and dispose of all residues from micro-ground surfaces in a manner and at a location to satisfy environmental regulations. Residue will not be allowed to encroach into open lanes or enter into closed drainage systems. 14-C.1.02 MEASUREMENT -- Micro-grinding of Asphalt concrete and Portland cement concrete surfaces will be measured by the Square Foot. The measurement will be the final textured surface area regardless of the number of passes required to achieve acceptable results. 14-C.1.03 PAYMENT -- The Contract unit bid price paid per Square Foot for "MICRO-GRIND EXISTING ASPHALT AND CONCRETE SURFACES," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in micro-grinding various Asphalt concrete and Portland cement concrete surfaces, including hauling and disposal of grinding residue, per the Plans, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-80 SECTION 15 15-1 UNTREATED BASE (PATCHING & FLATWORK) 15-1.0.1 GENERAL -- Untreated 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. Untreated base shall be used where directed by the Engineer to correct a subsurface problem. Delete Section 301-2.4, "Measurement and Payment," of the Standard Specifications, and substitute the following: Full compensation for UNTREATED BASE (PATCHING & FLATWORK), per Bid Schedule, shall include but not be limited to furnishing all the materials required under all Asphalt and Portland cement concrete pavement, and other flatwork in the Project, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, shall be considered as included in the Contract unit bid price per Ton, and no additional compensation will be allowed therefor. The quantity set forth in the bid item for UNTREATED BASE (PATCHING & FLATWORK), per bid schedule, is an anticipated amount only to establish a unit price. No adjustment in compensation will be made in the Contract unit bid price for UNTREATED BASE (PATCHING & FLATWORK), regardless of the amount or reason for the increase or decrease in the quantity of these items required. The provisions in Section 3-2, "Changes Initiated by the Agency," of the Standard Specifications, shall not apply to the item of UNTREATED BASE (PATCHING& FLATWORK). 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 this Contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet,the required relative compaction shall be paid for by the CITY. SP-81 SECTION 16 16-A PORTLAND CEMENT CONCRETE 16-A.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, CITY Standard Plans, SPPWC Standard Plans, CALTRANS Standard Special Provisions and Plans, these Special Provisions, and as directed by the Engineer. In the course of the work, Contractor will be removing existing roadway features as well as resident-owned hardscape and landscape and irrigation works. Contractor is to re-establish irrigation works and any hardscape damaged by Contractor forces beyond the limits of the work so that the irrigation works remain functional and hardscape is joined to the new work. Delete the second paragraph of Subsection 16-1.01, "GENERAL," of the Special Provisions, and replace with the following: Portland cement concrete for all flatwork shall be Class 560-C-3250, with a maximum slump of four inches (4"), except that Contractor may substitute Class 520-C-2500 for sidewalk work only. 16-A.1.02 PCC CURB & GUTTER -- Portland cement concrete curb and gutter shall be constructed in accordance with CITY Standard Plan 200, Type `B", per Plan, and as directed by the Engineer. 16-A.1.03 PCC CURB -- Portland cement concrete curb shall be constructed in accordance with CITY Standard Plan 200, Type "A", per Plan, and as directed by the Engineer. 16-A.1.04 PCC GUTTER -- Portland cement concrete gutter shall be constructed in accordance with CITY Standard Plan 200, Type `B" gutter, per Plan, and as directed by the Engineer. Drill and Bond Dowel for connecting new PCC gutter to existing PCC curb shall comply with Section 40-2.03, "Dowel Bars," of the CALTRANS Standard Specifications. Chemical adhesive for drilling and bonding dowel bars shall comply with Section 40-2.05, "Chemical Adhesive," of the CALTRANS Standard Specifications. Drill and bond dowel bars are directed to be placed per these Special Provisions or as directed by the Engineer, into clean drilled holes in compliance with the chemical adhesive manufacturer's instructions. Holes shall be dry at the time of placing the chemical adhesive and dowel bars. Immediately after inserting the dowel bars into the chemical adhesive, support the dowel bars to prevent movement during SP-82 curing. Leave the supported dowel bars undisturbed until chemical adhesive has cured a minimum time instructed by the manufacturer. If the Engineer rejects dowel bars, drill new holes adjacent to the rejected holes, place new dowel bars, and securely bond to the concrete. Doweled bars are to be a minimum of 12" in length, placed a minimum of 6" into existing PCC curb, and at a spacing of 6'-0" on center, or a minimum of 2 doweled bars equally spaced per replacement PCC gutter section, if the replacement section is less than 6' in length. 16-A.1.05 PCC CROSS GUTTER -- Portland cement concrete cross gutter, 72" wide, or portion thereof, and curb and spandrels, shall be constructed in accordance with CITY Standard Plan 201, per Plan and as directed by the Engineer. 16-A.1.06 PCC SIDEWALK -- Portland cement concrete sidewalk shall be constructed in accordance with the CITY Standard Plan 202, Case "A" or Case `B", per Plan, and as directed by the Engineer. PCC sidewalk shall have the same surface pattern or scoring as per the adjacent panels. 16-A.1.07 PCC ADA BYPASS -- Portland cement concrete ADA Bypass shall be constructed in accordance with the CITY Standard Plan 203, per Plan, and as directed by the Engineer. Per the Plans, ADA Bypass may be constructed as a bypass to an existing driveway approach (joining with but not replacing the driveway), or as a bypass to existing above ground obstructions (such at utility poles, traffic sign posts, etc.). Relocation and restoration of existing irrigation works, relocation and restoration of minor fencing, etc. needed to accommodate ADA bypass shall also be included in this work item. 16-A.1.08 PCC RESIDENTIAL DRIVEWAY APPROACH -- Portland cement concrete residential driveway approach shall be constructed in accordance with CITY Standard Plan 203, as modified per the Plans, and as directed by the Engineer. 16-A.1.09 PCC COMMERCIAL DRIVEWAY APPROACH -- Portland cement concrete commercial driveway approach shall be constructed in accordance with CITY Standard Plan 204, as modified per the Plans, and as directed by the Engineer. 16-A.1.10 PCC ALLEY INTERSECTION -- Portland cement concrete alley intersection shall be constructed in accordance with SPPWC Standard Plan 130-2, the Plans, and as directed by the Engineer. 16-A.1.11 PCC BUS PAD -- Portland cement concrete bus pad shall be constructed in accordance with SPPWC Standard Plan 131-2, per Plan, and as directed by the Engineer. PCC SP-83 bus pad may be constructed atop full depth reclamation (cement treated subgrade), with a minimum FDR depth of 9" beneath the PPC pad. 16-A.1.11 PCC CURB RAMP -- Portland cement concrete curb ramp shall be constructed in accordance with CALTRANS Standard Plan A88A, 2010 Edition, per Plan, and as directed by the Engineer. This work item includes grinding and disposal of existing PCC curb, to accommodate construction of a PCC curb ramp, where noted on the Plans. The above-referenced Standard Plans are included in the APPENDIX and made a part of these Special Provisions by reference. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. It is the Contractor's responsibility to verify ramp-type selection and geometrics, with concurrence from the Engineer, at every curb ramp location, before proceeding to remove existing improvements. No removals shall be done until it has been determined by the Contractor that a curb ramp can be installed that will meet all ADA requirements and CALTRANS Standard Plan A88A. Corner record transit ties shall be performed and recorded prior to existing removals. The Contractor shall be responsible for modifying traffic signal and highway lighting conduit and conductors when adjusting pull boxes in curb ramp areas. The Contractor shall be responsible for replacement of any pull boxes and/or pull box covers damaged prior to and/or during construction. The Contractor shall protect all existing structures and facilities which are adjacent to the limits of the work to be done under this Contract, in accordance with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications and these Special Provisions. Grading required to meet the lines and grades for placement of Portland cement concrete shall be as required in Unclassified Excavation and Unclassified Fill elsewhere within these Special Provisions. 16-A.1.12 MODIFY EXISTING CURB RAMP -- Where noted on Plans, Contractor shall grind the lip at the bottom of existing access ramps, flush with the existing PCC gutter flow line, for the full 4' width of the bottom of the ramp, and install minimum 3' X 4' detectable warning surface pads per CALTRANS Standard Plan A88A, the Plans, these Special Provisions, and as directed by the Engineer. It is the Contractor's responsibility to verify that the existing curb ramp can be modified to meet current ADA requirements, prior to initiating work on the existing curb ramps. There will be no payment of any kind for modified curb ramps that do not meet current ADA Standards and CALTRANS Standard Plan A88A. SP-84 16-A.1.13 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-A.1.14 PAYMENT -- The Contract unit bid price paid per Linear Foot for "PCC CURB AND GUTTER," "PCC CURB," and "PCC GUTTER," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete curb, curb and gutter, and gutter, including saw cutting and removal of existing concrete, drilling and bonding dowels into existing PCC curb, any unclassified excavation and/or unclassified fill, furnishing and placing Portland cement concrete, complete in place 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. The Contract unit bid price paid per Each for "PCC CROSS GUTTER," "PORTION OF PCC CROSS GUTTER," and "PCC BUS PAD," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete cross gutter and appurtenant spandrel and curb, and PCC Bus Pad, including saw cutting and removal of existing concrete, any unclassified excavation and/or unclassified fill, furnishing and placing Portland cement concrete, complete in place 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. The Contract unit bid price paid per Square Foot for "PCC CURB RAMP," "PCC SIDEWALK," "PCC ADA BYPASS," "PCC RESIDENTIAL DRIVEWAY APPROACH," "PCC COMMERCIAL DRIVEWAY APPROACH," and "PCC ALLEY INTERSECTION," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete curb ramps, sidewalk, residential and commercial driveway approaches, and alley intersections, including saw cutting and removing existing concrete, grinding and disposing of portions of existing PCC curb to accommodate curb ramps, adjusting water valves and traffic pull boxes to grade, restoring irrigation system, performing unclassified excavation and unclassified fill, asphalt concrete repair, minor existing fencing removal/ relocation/ restoration, if required, furnishing and placing Portland cement concrete, per the Plans, the CITY Standard Plans, Standard Specifications, SPPWC Standard Plans, CALTRANS Standard Plans and CALTRANS Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-85 The Contract unit bid price paid per Each for "MODIFY EXISTING CURB RAMP," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved, including grinding the lip of existing curb ramp and disposal of existing concrete, furnishing and installing detectable warning surface, complete in place, per the Plans, the CALTRANS Standard Plans, the CALTRANS Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. There will be "No Payment" of any kind for any new or modified curb ramps that do not meet current ADA Standards and the CALTRANS Standard Plan no. A88A. Asphalt concrete that is used to fill the voids remaining after the Contractor's PCC work operations (the area that is left after removing concrete forms from gutter, curbs, cross gutters, spandrels, driveway approaches, etc.) shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. The cost to re-establish irrigation works and any hardscape impacted or damaged by Contractor forces beyond the limits of the work is to be included in the various items of work involved and no additional compensation is to be allowed therefor. SP-86 16-B COMPOSITE PAVEMENT SECTION REPLACEMENT 16-B.1.01 GENERAL -- for Magnolia Avenue, where shown on the plans, Deteriorated Composite Slab Replacement work shall include sawcutting and removing existing deteriorated sections of Asphalt concrete/ Portland cement concrete (composite) pavement, and underlying base where directed by the Engineer, and constructing Portland cement concrete pavement. The existing composite slab consists of a thin Asphalt concrete wearing course (approximately 1" thick), underlain by a Portland cement concrete pavement slab (approximately 6"thick). The Portland cement concrete portion of Composite Pavement Section Replacement shall be constructed in accordance with Section 302-6, "PORTLAND CEMENT CONCRETE PAVEMENT," of the Standard Specifications. The Asphalt concrete portion of Composite Pavement Section Replacement shall be constructed, measured and paid in accordance with Section 14-A, "ASPHALT CONCRETE," of these Special Provisions. For bidding purposes, Contractor is to assume that the replacement composite pavement section will have the same Asphalt concrete and Portland cement concrete section thicknesses, respectively. If the existing Asphalt concrete or Portland cement concrete portions of the composite slab are thicker than the respective 1" and 6" dimensions, Contractor shall construct the new composite slab with the same thickness as the existing slab, at each replacement location. 16-B.1.02 BOND BREAKER -- Bond breaker shall be placed between the sub-grade/ sub-base and the new concrete slab pavement, and shall be composed of one of the following: 1. White curing paper under ASTM C 171. 2. White opaque polyethylene film under ASTM C 171, except that the minimum thickness shall be 6 mils. 3. Paving asphalt, Grade PG 64-10, under Section 14-A, "ASPHALT CONCRETE," of these Special Provisions. 4. Curing compound under Section 302-6.6, "Curing," of the Standard Specifications. 16-B.1.03 DOWEL BAR -- Dowel bars shall only be required when the replacement Portland cement pavement portion of the composite slab is greater than seven inches (7") in thickness. Dowel bars, when directed to be provided and installed by the Engineer, shall comply with Section 40-2.03, "Dowel Bars," of the CALTRANS Standard Specifications. Chemical adhesive for drilling and bonding dowel bars shall comply with Section 40-2.05, "Chemical Adhesive," of the CALTRANS Standard Specifications. SP-87 Payment for drilling, furnishing dowel bars and chemical adhesive, and installing Dowel Bars shall be per Section 3-3, "EXTRA WORK," of the Standard Specifications. 16-B.1.04 REMOVING EXISTING COMPOSITE PAVEMENT AND BASE MATERIALS — For bidding purposes, the Plans depict the areas for removal of the existing Asphalt concrete/ Portland cement concrete (composite) pavement section. The Engineer, however, shall determine the exact limits of individual composite pavement removal and replacement. Remove existing composite pavement section and underlying base material and replace it with base material and concrete pavement within the same work period. Saw cut the outline of the composite pavement to be removed with a power-driven saw except where adjacent to an asphalt concrete shoulder. Do not saw cut within concrete pavement slabs more than 2 days before planned composite pavement slab removal. If saw cuts are made in work shifts that are before the actual removal work shift, do not make saw cuts parallel or diagonal to the traveled way. Saw cut so that traffic will not dislodge any pieces or segments. Saw through any tie bars and dowel bars before concrete pavement slab removal. Remove composite pavement by non-impacting methods. Remove each marked pavement section or panel in 1 or more pieces without disturbing or damaging the underlying base. Composite pavement and base removal must be performed without damage to existing pavement and base that is to remain in place. Dispose of removed materials under Section 300-1.3.1, "Removal and Disposal of Materials," of the Standard Specifications. 16-B.1.05 PREPARING ROADWAY PAD FOR COMPOSITE PAVEMENT AND BASE MATERIALS -- After removing composite pavement and base to the required depth, grade to a uniform plane. Moisten and compact the material remaining in place to a firm and stable base, minimum 95% compaction. The finished surface of the remaining material must not extend above the grade established by the Engineer. Contractor may choose, at his cost, to fill areas that were over-excavated during base removal with replacement material in the same operation as the base replacement. Finish the replacement base layer to the grade of the original base layer. Do not texture the surface. Finish to a smooth surface, free of projections such as mortar ridges, voids, and porous areas. Place bond breaker between replacement pavement and existing lean concrete base, cement treated base, or new base replacement layer. SP-88 If curing paper or polyethylene film is placed by the Contractor as the bond breaker material, place it in a wrinkle free manner. Overlap adjacent sheets a minimum of 6 inches in the same direction as the concrete pour. If curing compound or paving asphalt is placed by the Contractor as the bond breaker material, before application remove foreign and loose materials remaining from slab removal. If paving asphalt is used, do not add water before applying asphalt to the base surface. Apply the paving asphalt in one even application at a rate from 0.02 to 0.10 gallon per square yard over the entire base surface area. Do not place concrete pavement until the paving asphalt has cured. If curing compound is used, apply it in 2 separate applications. Apply each application evenly at a rate from 0.07 to 0.11 gallon per square yard over the entire base surface area. Before placing new Portland cement against existing concrete, place 1/4-inch thick commercial quality polyethylene flexible foam expansion joint filler across existing original transverse and longitudinal joint faces and extend the excavation's full depth. Place the top of the joint filler flush with the top of the concrete pavement. Secure joint filler to the joint face of the existing pavement to prevent the joint filler from moving during the placement of concrete. Construct transverse contraction joints in pavement widenings to match the spacing and skew of contraction joints in the adjacent existing pavement. Where the existing transverse joint spacing in an adjacent lane exceeds 15 feet, construct an additional transverse contraction joint midway between the existing joints. Complete sawing of contraction joints within 2 hours of completion of final finishing. Cut contraction joints a minimum 1/3 the depth of the slab. Where Drill and bond dowel bars are directed to be placed by the Engineer, clean drilled holes in compliance with the chemical adhesive manufacturer's instructions. Holes shall be dry at the time of placing the chemical adhesive and dowel bars. Immediately after inserting the dowel bars into the chemical adhesive, support the dowel bars to prevent movement during curing. Leave the supported dowel bars undisturbed until chemical adhesive has cured a minimum time instructed by the manufacturer. If the Engineer rejects dowel bars, drill new holes adjacent to the rejected holes, place new dowel bars, and securely bond to the concrete. 16-B.1.06 FINAL FINISHING — The final concrete surface texture shall be a transverse broom fmish, unless otherwise directed by the Engineer. If the Engineer determines by visual inspection the final texturing may not be acceptable, groove or grind the pavement under Section 42, "Groove and Grind Pavement," of the CALTRANS Standard Specifications. Perform grooving or grinding before the installation of any required joint seal or edge drains adjacent to the areas to be grooved or ground. The Engineer tests for smoothness using a 12-foot straightedge placed parallel with and perpendicular to the centerline. Straightedge smoothness specifications do not apply to the pavement surface placed within 12 inches of existing concrete pavement except the Contractor SP-89 shall place a straightedge longitudinally with the midpoint coincident with the transverse construction joint. The concrete pavement surface must be within 0.02 foot of the straightedge's lower edge. Correct pavement at contact joints not in compliance with straightedge smoothness specifications within 48 hours by grinding. Curing of the Portland cement concrete portion of the composite pavement shall conform to Section 302-6.6, "Curing," of the Standard Specifications. 16-B.1.07 MEASUREMENT—For measuring the quantity for payment purposes, each location for Composite Pavement Section Replacement, the average Square Foot area of removal shall determine the payment area. 16-B.1.08 PAYMENT -- The Contract unit price paid per Square Foot for "COMPOSITE PAVEMENT SECTION REPLACEMENT" slabs shall include full compensation for sawcutting, removing and disposing of existing composite pavement and underlying base, furnishing and placing bond breaker and joint filler, furnishing and disposing of standby materials for temporary roadway structural section, constructing, maintaining, removing, and disposing of temporary roadway structural section, if required, furnishing, placing and finishing Portland cement concrete pavement to match the current adjacent grade of the concrete pavement, complete in place, and no additional compensation will be allowed therefor. The Extra Work price paid for "DRILL AND BOND DOWEL BAR", includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in drilling holes, placing dowel bars, and bonding the dowel bars with chemical adhesive, complete in place, as specified in the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-90 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 locations 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, or the Linear Foot, as per Bid Schedule. 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(s), Contractor shall crack seal the entire roadway as per Section 14-A, ASPHALT CONCRETE," of these Special Provisions. Further, Contractor shall tack coat and pave/overlay the street with new pavement within 72 hours of completion of cold milling operations, or as otherwise directed by the Engineer. Payment for Crack Sealing for all roadways in this Contract, except for the composite pavement portion of Magnolia Avenue, shall be per Section 14-A, ASPHALT CONCRETE," of these Special Provisions. 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. SP-91 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. 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 MILLING," thickness per Bid Schedule, shall include full compensation for conforming to the requirements of this Section, for furnishing all 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. The Contract bid price paid per Linear Foot for "COLD MILL WEDGE CUT," per Bid Schedule, shall include full compensation for conforming to the requirements of this Section, for furnishing all materials, tools, equipment and incidentals, and for doing all work involved in cold milling of existing asphalt concrete surfacing, variable depth, five foot wide section, 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 MILLING," or per Linear Foot for "COLD MILL WEDGE CUT," of asphalt concrete pavement and no additional compensation will be allowed therefor. SP-92 SECTION 18 THROUGH 19 BLANK SP-93 SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING,AND RAISED PAVEMENT MARKERS, REFLECTORIZED 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), reflectorized, if required, shall be Stimsonite- Low Profile No. 953A (yellow) and No. 953B (clear white) or approved equal. The CALTRANS Standard Plans details referenced on the Plans and elsewhere within these Special Provisions, and the related figures from the California Manual on Uniform Traffic Control Devices (CA MUTCD) are included in the APPENDIX and made a part of these Special Provisions. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. SP-94 20-1.02 PAYMENT - The Contract Lump Sum bid price paid for "THERMOPLASTIC TRAFFIC STRIPING AND RAISED PAVEMENT MARKERS, REFLECTORIZED," per Bid Schedule, 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 raised pavement markers (RPM) per the Plans, the CALTRANS Standard Plans and the latest edition of the California Manual on Uniform Traffic Control Devices (CA MUTCD) Figures, the CALTRANS Standard Specifications, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. • SP-95 SECTION 21 THROUGH SECTION 22 BLANK SP-96 SECTION 23 23-1 ROADSIDE SIGNS AND POSTS 23-1.01 GENERAL -- Relocation and new installation of roadside signs and posts, installed at the locations shown on the Plans or where directed by the Engineer, shall conform to the Standard Specifications, the California Manual on Uniform Traffic Control Devices (MUTCD), and these Special Provisions. Roadside signs on single post, shall be installed in accordance with the CITY's Standard Drawing No. 504, and as directed by the Engineer. "STOP" (R1-1) "NO PARKING ANY TIME" (R26) "BIKE LANE" (R81) Any other signs in the Project per the Plans or as directed by the Engineer. The CALTRANS Standard Plans details referenced on the Plans and in the bid documents, and the related figures from the California Manual on Uniform Traffic Control Devices (CA MUTCD) are included in the APPENDIX and made a part of these Special Provisions. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. The Contractor shall obtain approval from the Engineer regarding type of material and required installation prior to placement of any sign posts. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 23-1.02 PAYMENT - The Contract unit bid price paid per Each for "ROADSIDE SIGN(S) ON POST," or, "RELOCATE SIGN AND POST," per Bid Schedule, shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in installing new and/or relocating roadside signs on single posts, 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-97 SECTION 24 24-1 INDUCTIVE LOOP DETECTOR 24-1.01 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 work herein includes installation of new (Medical Center Drive at Magnolia Avenue) and replacement (Medical Center Drive at 16`" Street, and K Street at Rialto Avenue) inductive loop detectors and detector lead-in-cables as shown on the Plans 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. 24-1.02 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 various bid items of work involved, and no additional compensation will be allowed therefor. SP-98 24-1.03 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. Plastic pull boxes will not be allowed. Mark all covers "CITY OF SAN BERNARDINO" and "TRAFFIC". 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 shall provide recommended installation instructions. 24-1.04 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. 24-1.05 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, at the locations as shown on the Plans and as directed by the Engineer. The sides of the slot shall be vertical and the minimum radius of the slot entering and leaving the circular part of the loop shall be 1-5/8 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. 24-1.06 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. SP-99 Slots shall be filled with elastomeric sealant or asphaltic emulsion sealant. Slots in asphalt concrete pavement shall be filled with asphaltic concrete sealant as follows: After conductors are installed in the slots cut in the pavement, paint binder shall be applied to all surfaces of slots in accordance with the provisions in Section 302-5.4, "Tack Coat", of the 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. 24-1.07 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. 24-1.08 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-100 24-1.09 PAYMENT - The Contract unit bid price paid per Each for "REPLACE EXISTING TRAFFIC INDUCTIVE LOOP DETECTOR," and "INSTALL NEW TRAFFIC INDUCTIVE LOOP DETECTOR," per Bid Schedule, shall include full compensation for furnishing all materials, tools and equipment and for doing all the work involved in the installation of new or replacement inductive loop detector lead-in cable and 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 or install new detectors, complete in place, as shown on the Plans, per the Standard Specifications, the CALTRANS Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-101 SECTION 25 25-1 ADJUSTMENT OF WATER FACILITIES 25-1.01 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-102 25-1.02 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 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. 25-1.03 CAL-OSHA SAFETY CODE - All work shall be done in a manner that complies with all CAL-OSHA Title 8 - Safety Codes. 25-1.04 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. 25-1.05 MAINTENANCE OF EXISTING IMPROVEMENTS - Unless otherwise indicated in the Plans or these Special Provisions, 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. 25-1.06 EXCAVATION, TRENCHING AND BACKFILL - All excavation, trenching, and backfill shall be in accordance with Public Works Standards and shall be inspected by the Public Works Engineer. SP-103 25-1.07 PAVEMENT REPLACEMENT - When necessary to break pavement in order to adjust water facility enclosures 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, 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 pavement. All paving shall be inspected by the Engineer. 25-1.08 INSTALLATION - All foreign matter and dirt shall be removed from the interior of the meter box or 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. 25-1.09 PAYMENT -- The Contract unit bid price paid per Each for "ADJUST EXISTING WATER VALVE COVER TO GRADE," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in adjusting water valve covers to grade following the Contractor's paving operations to meet the grade of project improvements, complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Specifications shall not apply to adjusting water valve enclosure and covers, and no adjustment shall, therefore, be made in the Contract unit bid prices for increased or decreased quantities of adjusting utility facilities. SP-104 SECTION 26 26-1 REINFORCED CONCRETE PIPE 26-1.01 GENERAL -- Reinforced concrete pipe of the specified size and D-load shall comply with Section 207-2, "Reinforced Concrete Pipe", of the Standard Specifications and these Special Provisions. Installation of reinforced concrete pipe shall conform with the provisions of Section 306, "Underground Conduit Construction", of the Standard Specifications. Jacking for reinforced concrete pipe or pipe tunneling shall conform with the provisions of Section 306-2, "Jacking Operations", and Section 306-3, "Tunneling Operations", of the Standard Specifications. Reinforced concrete pipe shall be of the D-Load strength shown on the Plans or specified in the Special Provisions. The wall thickness, reinforcement and test loads for pipe of the sizes specified shall conform to the requirements of the Standard Specifications, Serial Designation C76-41, of the American Society for Testing Materials. The D-Load is the actual load in pounds per linear foot that the pipe will withstand under the three-edge bearing test, without showing a crack in excess of 0.01 inch in width and 12 inches in length, divided by the inside diameter of the pipe in feet. Concrete roadbed may exist under the existing asphalt pavement for portions of the roadways in this Contract. The Contractor shall be prepared to saw cut the existing roadway improvements in the course of performing the lateral work of this Project. All access excavation or unsuitable material shall become the property of the Contractor and shall be hauled away and disposed of at a site obtained by the Contractor. 26-1.02 SHORING OF EXCAVATION -- The Contractor shall furnish all labor, equipment, and materials required to design, construct, maintain, place, replace, and remove all shoring, sheeting, lagging, cribbing, piling or other types of support for the walls of the open excavations required for the construction of this project. See SECTION 29 of these Special Provisions. SP-105 26-1.03 PERFORMANCE -- Attention is directed to the "Construction Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and "General Safety Orders" issued by the Division of Industrial Safety of the State of California, Department of Industrial Relations and to any and all other applicable laws, ordinances, or regulations to which the Contractor is required by law to conform. He shall provide himself with copies of these "Orders", "Laws", and "Regulations" or suitable extracts there from and shall keep a copy of each at the site of his operations and shall be governed by the requirements thereof. The requirements concerning shoring, sheeting and bracing of excavation and those concerning warning signs, lights and barricades are of particular importance. All excavations five (5) feet or more in depth shall be braced in accordance with the requirements of Section 306-1.1.6, "Braced Excavations", of the Standard Specifications. The Contractor shall take precautionary measures to protect, in place, all existing structures and fences during excavation. The Contractor shall submit to the Engineer, at least 48 hours in advance of any excavation, a detailed plan showing design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation. No excavation shall be initiated until a letter to proceed has been issued from the Engineer, and a permit has been obtained from the State Division of Industrial Safety in accordance with the requirements of Section 7-10.4.1, "Safety Orders", of the Standard Specifications. The Contractor shall have on file with the Division of Public Works, Department of Development Services of the City of San Bernardino, a copy of a CAL/OSHA permit for any excavation over five (5) feet in depth and into which persons are required to descend. 26-1.04 RESTORATION OF ASPHALT CONCRETE -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. 26-1.05 'TEMPORARY RESURFACING -- Temporary resurfacing shall comply with the requirements of Sub-Section 306-1.5.1., "Temporary Resurfacing", of the Standard . Specifications and these Special Provisions. Temporary resurfacing shall be placed over all backfill in streets, or other areas where the Contractor's operations have resulted in the removal of existing paving. Temporary resurfacing shall be placed as soon as the backfill is compacted to the relative density or immediately when so directed by the Engineer. SP-106 26-1.06 PERMANENT RESURFACING -- Permanent resurfacing shall comply with the requirements of Sub-Section 306-1.5.2, "Permanent Resurfacing", of the Standard Specifications and these Special Provisions. Permanent trench resurfacing shall be the "T" trench system, with a minimum thickness of 4" of new asphalt concrete, or 1" more in thickness than the existing pavement, whichever is greater. Cold mill or grind existing asphalt pavement to a depth of 0.15' within the trench area and to at least.1.0' beyond the edges of the trench opening, than overlay asphalt concrete flush with the existing street, as shown on the revised CITY Standard No. 310, and as directed by the Engineer. The Performance Grade of the asphalt concrete shall be PG 64-10. A self-propelled machine will not be required for any trench that is two 920 feet or less in width. A prime coat and tack coat shall be applied as directed by the Engineer. 26-1.07 PAYMENT -- The Contract bid unit price paid per Linear Foot for the various sizes of pipe involved, per Bid Schedule, shall include full compensation for furnishing and providing all the material, tools and equipment and for doing all the work involved for excavation, shoring and placing the various sizes of pipe, including bedding and backfill, imported backfill as required and restoration of asphalt concrete pavement, per the Plans, the Standard Specifications, 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 this Contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. SP-107 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, the Plans, the Standard Plans 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 Schedule for concrete for the various structures shall be considered final quantities for payment for these items unless the Engineer revises the dimensions of the work shown on the Plans. 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 CATCH BASIN NO. 1 -- Reinforced concrete catch basin shall be constructed in accordance with CITY Standard Plan No. 403, Plan, and as directed by the Engineer. Each inlet shall include a Local Depression per CITY Standard Plan No. 407. 27-1.03 CATCH BASIN NO. 2 -- Reinforced concrete catch basin shall be constructed in accordance with CITY Standard Plan No. 404, Plan, and as directed by the Engineer. Each inlet shall include a Local Depression per CITY Standard Plan No. 407. 27-1.04 CURB OPENING CATCH BASIN -- Reinforced concrete curb opening catch basin, with manhole in street, shall be constructed in accordance with SPPWC Standard Plan No. 307-3, Plan and as directed by the Engineer. Where shown on the Plans and as directed by the Engineer, a one-sack sand slurry shall be placed between the back side of the newly constructed inlets and an existing City of San Bernardino water line. Each inlet shall include a Local Depression per SPPWC Standard Plan No. 313-3. SP-108 27-1.05 CONNECTION TO CATCH BASIN -- Reinforced concrete connection to catch basin shall be constructed in accordance with CITY Standard Plan No. 416, and SPPWC Standard Plan No. 308-2, respectively, per Plan and as directed by the Engineer. CITY connection to catch basin shall be constructed with CITY catch basin, and SPPWC connection to catch basin shall be constructed with SPPWC catch basin. 27-1.06 JUNCTION STRUCTURE -- Reinforced concrete junction structure, pipe to pipe, shall be constructed in accordance with SPPWC Standard Plan Nos. 331-3 or 335-2, per Plan, and as directed by the Engineer. 27-1.07 LOCAL DEPRESSION -- Concrete local depression shall be constructed in accordance with CITY Standard No. 407, and SPPWC Standard Plan No. 313-3, respectively, per Plan, and as directed by the Engineer. CITY local depression shall be constructed with CITY catch basin, and SPPWC local depression shall be constructed with SPPWC catch basin. Each local depression includes PCC curb within the limits of the local depression. 27-1.08 CONCRETE COLLAR -- Concrete collar shall be constructed in accordance with CITY's Standard No. 412, per Plan, and as directed by the Engineer. 27-1.09 INLET PROTECTION BAR (EXISTING BASIN) -- Inlet protection bars for existing catch basin inlets shall be constructed in accordance with CITY Standard Plan Nos. 410 & 411, per Plan, and as directed by the Engineer. Contractor shall propose, for approval by Engineer, the method for installing each protection bar as outlined in CITY Standard Plans. 27-1.10 REMOVE INLET, ABANDON PIPE & BRICK AND MORTAR PLUG REMAINDER -- Removing existing Type C inlet, abandon pipe, brick and mortar plug remainder of existing storm drain pipe, and fill void with one sack sand slurry, shall be constructed per Plan, these Special Provisions, and as directed by the Engineer. Inlets to be removed are located on K Street, at Belleview, east (one) and west (two). Contractor shall remove interfering portions of each inlet, local depression, connections and appurtenant storm drain pipe, and dispose off site. Remaining openings of the abandoned storm drain pipe (at the connection to the removed inlet, and the connection to the manhole at its join to the downstream mainline storm drain), shall be brick and mortar plugged (both upstream and downstream ends plugged), and the void filled with a one sack sand slurry. For measurement purposes, each inlet to be removed, brick and mortar plugs, and one sack sand slurry, shall represent one work item. 27-1.11 PAYMENT -- The Contract unit bid price paid per Each for "CATCH BASIN NO. 1," "CATCH BASIN NO. 2," and "CURB OPENING CATCH BASIN," per Bid SP-109 Schedule, shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in constructing reinforced concrete catch basin and respective local depression, including structure excavation, structure backfill, furnishing and placing all steel reinforcing, miscellaneous iron and steel, metal frames and covers, Portland cement concrete, one-sack sand slurry, complete in place, as shown on the Plans, per the CITY Standard Plans, Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. The Contract unit bid price paid per Each for "CONNECTION TO CATCH BASIN," type per Bid Schedule, shall include full compensation providing all the material, tools and equipment, and for doing all the work involved in the construction of the connection to catch basin of the type shown on the Plan, including structure excavation, structure backfill, and furnishing and placing all steel reinforcing, miscellaneous iron and steel, Portland cement concrete, complete in place, per the Plans, the CITY Standard Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. The Contract unit bid price paid per Each for "JUNCTION STRUCTURE," type per Bid Schedule, shall include full compensation providing all the material, tools and equipment, and for doing all the work involved in the construction of the junction structure connection of the type shown on the Plan, including structure excavation, structure backfill, and furnishing and placing all steel reinforcing, miscellaneous iron and steel, Portland cement concrete, complete in place, per the Plans, the CITY Standard Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. The Contract unit bid price paid per Each for "CONCRETE COLLAR," per Bid Schedule, shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in constructing concrete collar, including structure excavation, structure backfill, steel reinforcing, Portland cement concrete, complete in place, per the Plans, CITY Standard Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. The Contract unit bid price paid per Each for "INLET PROTECTION BAR (EXISTING BASIN)," per Bid Schedule, shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in constructing inlet protection bar, including drilling and doweling, bonding agent, complete in place, per the Plans, CITY Standard Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. The Contract unit bid price paid per Each for "REMOVE INLET, ABANDON PIPE & BRICK AND MORTAR PLUG REMAINDER," per Bid Schedule, shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in removing interfering portions of each inlet, local depression, connections and appurtenant storm drain pipe, and dispose off site, brick and mortar plugs (both upstream and downstream ends plugged for abandoned storm drain pipe), and the void filled with a one sack SP-110 sand slurry, complete in place, per the Plans, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-111 SECTION 28 BLANK SP-112 SECTION 29 29-1 SHORING OF EXCAVATION 29-1.01 GENERAL -- The shoring of excavation shall conform to the requirements of Section 306-1.1, "Trench Excavation" of the Standard Specifications and these Special Provisions. The Contractor shall furnish all labor, equipment, and materials required to design, construct, maintain, replace, and remove all shoring, sheeting lagging, cribbing, piling or other types of support for the walls of the open excavations required for the construction of this Project. 29-1.02 PERFORMANCE -- Attention is directed to the "Construction Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and the "General Safety Order", issued by the Division of Industrial Safety of the State of California, Department of Industrial Relations and to any and all other applicable laws ordinances, or regulations to which the Contractor is required by law to conform. Contractor shall familiarize himself and his operations and have copies of these "Orders" and "Laws" at the site of his operations, and shall be governed by the requirements thereof. The requirements concerning shoring, sheeting, and bracing of excavations and those concerning warning signs, lights and barricades are of particular importance. All excavations 5 or more feet in depth shall be braced in accordance with the requirements of Section 306-1.1.6, "Bracing Excavations," of the Standard Specifications. The Contractor shall take precautionary measures to protect, in place, all existing structures and fences during excavation. At least one lane shall be open to local traffic only at all times during construction. The Contractor shall submit to the Engineer, at least 48 hours in advance of any excavation, a detailed plan showing a design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during an excavation. No excavation shall be done until such plan has been approved in writing by the Engineer, and a permit has been obtained from the State Division of Industrial Safety in accordance with the requirements of Section 7-10.4.1, "Safety Orders," of the Standard Specifications. SP-113 The Contractor shall have on file with the City of San Bernardino, Department of Public Works, a copy of CAL/OSHA permit for any excavation over five feet in depth and into which persons are required to descend. 29-1.03 PAYMENT -- The Contract price paid for "SHORING OF EXCAVATION", shall be deemed to include full compensation providing all equipment and material and for doing all the work involved in the shoring of excavation, in compliance with all the requirements of this Section of the Special Provisions, per the Standard Specifications, and as directed by the Engineer, and shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. SP-114 SECTION 30 THROUGH SECTION 42 BLANK SP-115 SECTION 43 43-1 SLURRY SEAL 43-1.01 GENERAL -- This work consists of the placement of a slurry seal on Magnolia Avenue, after all micro-grinding and Scrub Sealing has been completed, and on Medical Center Drive, after the full depth reclamation of the number two southbound lane has been completed. The quality of materials, measurement of quantities, method of application and related requirements for the furnishing and applying of slurry seal shall comply with Section 203- 5 and Section 302-4, "Emulsion-Aggregate Slurry", of the Standard Specifications, these Special Provisions and as directed by the Engineer. 43-1.02 MATERIALS -- The materials for slurry seal prior to mixing are emulsified asphalt, mineral aggregate, water, and when specified, accelerator or retardant, and shall comply with Section 203-5, "Emulsion Aggregate Slurry", of the Standard Specifications and these Special Provisions. Modify the following - Subsection 203-5.2, "Materials," of the Standard Specifications: (2) Admixtures, such as Portland Cement or aluminum sulfate may be mixed into the slurry material to adjust the curing time such that the applied slurry can support vehicular traffic within 60 minutes, if approved by the Engineer prior to use. (5) Use of slag shall not be permitted. (6) Deliveries of aggregate and emulsion shall not be made without the engineer present. Emulsion is not to be transferred to an on-site storage tanker without the sieve test performed by the City. Asphalt emulsion shall be a Quickset Anionic or Cationic Emulsified Asphalt conforming to the requirements of Subsection 203-1.3, "Test Reports and Certification," and Subsection 203- 3.2, "Testing Requirements," of the Standard Specifications. The additives for quick setting emulsion and the asphalt modifier shall be a type approved by the Engineer. The amount of additive and asphalt modifier to be included in the quick set slurry shall be that amount necessary to ensure that the applied slurry can support vehicular traffic within 60 minutes after the last application. Water shall be potable and compatible with the other ingredients of the slurry. Water shall be of such quality that the asphalt will not separate from the emulsion before the slurry seal is in place in the work. If necessary for workability, a set control agent that will not adversely affect the slurry seal may be used. SP-116 Aggregate shall be rock dust, or other mineral aggregates, approved by the Engineer and shall conform to the requirements of Section 200, "Rock Materials", and Subsection 203-5.2, "Materials", of the Standard Specifications. The Contractor shall provide an aggregate stock pile 24 hours prior to starting the work. The material shall be free from asbestos, vegetative or organic matter and other deleterious substances. 43-1.03 MIX DESIGN -- The mix design shall comply with Subsection 203-5.4, "Mix Design", of the Standard Specifications. Modify the first paragraph of Subsection 203-5.4, "Mix Design," of the Standard Specifications to include the following: The Contractor shall submit Mix Designs (Types I and II) for approval within fourteen (14) working days after the "Notice to Submit Mix Design" is issued. The Contractor will receive a "Notice to Proceed" only after the Mix Designs are approved. If the Contractor changes sources of aggregate and/or oil, a new Mix Design shall be resubmitted. The cost of initial testing of the Mix Design(s) will be borne by the CITY. The cost of all retest and testing change of source for Mix Design(s) will be borne by the Contractor, and the amount due to the CITY for said retesting will be deducted from the Contractor's Progress Payments. 43-1.04 HERBICIDE TREATMENT -- The Contractor shall remove any and all weeds that are growing through cracks from the Project street(s) located within the pavement or growing between concrete gutters and the pavement. In addition, the Contractor shall spray a herbicide mixture of either Hyvar mixed with Roundup or Pramatol mixed with Roundup, or Engineer-approved equal, at least fourteen (14) calendar days prior to slurrying, with a maximum of 21 days prior to slurry sealing. If the 21 days are exceeded, the street shall be retreated. The herbicide mixture shall contain Blazon, or Engineer-approved equal, a purple dye to easily confirm the herbicide has been applied. All cracks,joints, and crevices within the street shall be sprayed. An edger with a wire wheel attachment shall be used to remove the vegetation or other method as approved by the Engineer. Any areas that show weed vegetation growth shall be rescheduled and retreated. The work shall be approved by the Engineer prior to crack and slurry sealing. Crack sealing will not be required for those portions of roadways previously treated under this Contract with a Scrub seal, unless otherwise directed by the Engineer. 43-1.05 CRACK SEALING -- Following the herbicidal treatment specified herein, pavement cracks 1/4" and wider, including alligators, edges, lane joints, traverse and longitudinal joints, edge of gutter, and all random cracks shall be sealed. Prior to sealing cracks, the Contractor shall remove all existing temporary asphalt concrete patching material, vegetation, dirt, and organic material from all cracks by routing out as necessary to provide a 1/2" to 1-1/2" deep reservoir for the sealer. Immediately preceding the sealing operation, all cracks shall be SP-117 cleaned with oil-free compressed air. The crack sealing operations shall be completed a minimum of twenty-four(24)hours prior to the application of slurry seal. The crack sealing material shall be hot-applied rubberized asphalt, Crafco Polyflex or Engineer-approved equal. The crack filling material must not be modified or diluted in any way. A wand and nozzle type application shall be used to fill all cracks with crack filling material. Crack filling material shall be applied in two applications with the possibility of additional applications to fill the crack within the allowable tolerance. The cracks must be filled to the surface and not overfilled or applied to the top of adjoining pavement or concrete surfaces. The crack shall be squeegeed immediately after the sealant has been applied to insure conformity with the pavement surface. The crack filling material shall then be allowed to penetrate and sink into the crack area, and not be overfilled, for a minimum of one hour. Each crack must then have a second application of crack filler material applied in the crack area only to within +/- 0.01' of the adjoining pavement surface. Sand will be applied over the crack filling material after the second application, covering a minimum of 1-1/2" on each side of the crack and not more than 3/4" higher than the top of the pavement. The Contractor shall be responsible for the removal of all excess sand. The excess sand shall be removed within three hours after being applied. Cracks and spalls in the pavement greater than 1" shall be filled with C2- PG 64-10 Asphalt concrete with 5.6% binder, per Section 203-6, "ASPHALT CONCRETE," and Section 302-5, "ASPHALT CONCRETE PAVEMENT," of the Special Provisions. Contractor shall submit certificates from suppliers for approval by the Engineer stating compliance of material with the requirements of this section prior to use. 43-1.06 WORK HOURS AND PUBLIC NOTIFICATIONS -- At least fourteen (14) calendar days prior to commencing slurry seal work, the Contractor shall submit his slurry seal construction schedule, along with written notification to the Engineer for approval. After approval by the Engineer and a minimum of seven (7) calendar days in advance of the sealing application, the Contractor shall distribute notifications to all parties (agencies, residents, utility companies, schools, etc.) which will be affected by the sealing applications. Additional printed notifications shall be given not less than forty-eight (48) hours prior to performing any work which will restrict property access, close or partially close the street, or which will restrict or disallow street parking. Contractor shall coordinate his work with all schools located within the slurry seal area and meet with the school's Principal prior to the start of any work. All slurry seal work adjacent to schools shall be completed on Saturdays or as acceptable to the Engineer and the affected school's Principal. Any additional costs associated with Saturday work shall be included in the Contractor's Contract bid price and no additional compensation will be allowed. Slurry seal shall not be applied to any street scheduled for trash collection within forty- eight (48) hours. It is the Contractor's responsibility to verify the trash collection days within the slurry seal streets area for the entirety of the Contract. Damage occurring to slurry seal from trash trucks shall be repaired at the expense of the Contractor. SP-118 Printed handout notices shall contain a general description of the work to be done, the name of the street to be sealed with limits, the day and date of the sealing application, a statement that no on-street parking will be allowed between the hours of 7:00 a.m. and 5:00 p.m. on the day of work, reference to placement of barricades along the street two (2) days in advance of work, a statement that it will be necessary to tow away parked vehicles at the owner's expense per California Vehicle Code CVC 22651L and CVC 22654D, and the name and telephone number of the Contractor. Additionally, the notices to residents shall contain a statement that the street to be sealed will be closed to vehicular traffic between the hours of 8:00 a.m. and 4:00 p.m. The Contractor shall also post pre-approved printed "NO PARKING-TOW AWAY ZONE" signs on 1" by 2" wood stakes and/or barricades at one hundred foot (100') maximum spacing along both sides of the street to be sealed, forty-eight (48) hours prior to the start of the sealing work. Signs shall contain the day, date and hours that parking will be prohibited on that particular street and a statement that parked vehicles will be towed away at owner's expense per California Vehicle Code CVC 22651L and CVC 22654D. The Contractor shall maintain said signs through the day of work, and shall start the removal of said signs by 4:00 p.m. and complete the removal by 6:00 p.m. on said day of work or as otherwise directed by the Engineer. Posting of signs on trees, utility poles, light standards, and other existing parkway improvements is forbidden. The Contractor shall document the day, date, and time that the signs are installed, since parking restrictions cannot be enforced unless signs have been in place a minimum of 24 hours prior to enforcement. If in the event a street scheduled for sealing was missed, the Contractor shall immediately remove all "NO PARKING" signs and notify all residents and others previously notified with printed notices, that due to unforeseen circumstances, the Contractor was not able to seal the street as previously notified, that the street will be rescheduled in approximately 1 to 2 weeks, and that residents will be re-notified. 43-1.07 MIXING -- The Contractor, at his expense, shall submit for Engineer approval laboratory reports of mix designs in accordance with Subsection 203-5.4, "Mix Design," of the Standard Specifications. Mixing shall be performed by a continuous-flow mixer and shall meet the requirements set forth in said Section 203-5.4, and Section 302-4.2 "Mixing," of the Standard Specifications. All mixers shall be equipped with a fines feeder for the addition of any additives. 43-1.08 INSTALLATION -- Application of Slurry Seal (Types I and II) shall be performed in accordance with Section 302-4.3, "Application," of the Standard Specifications. Quantities and application rate shall be approved by Engineer. If required application is not met, Contractor shall reapply additional slurry to meet requirements, at his expense. SP-119 Modify the following Subsection 302-4.3.1, "General," Table 302-4.3.1 (A) of the Standard Specifications, for Slurry Seal application rates: Slurry Seal Min. Max. Type I ELT/1,800 ft2 ELT/1,900 ft 2 Type II ELT/1,150 ft2 ELT/1,350 ft2 Prior to storing aggregate on private property, the Contractor shall submit to the Engineer written permission from the property owner for such stockpiling. Precautions shall be taken to ensure that stockpiles do not become contaminated with oversized rock, clay, silt, or excessive amounts of moisture. The stockpiles shall be kept in areas that drain readily. Segregation of the aggregate will not be permitted. The stockpile areas shall be thoroughly cleaned of all excess material and left in a neat, orderly appearance upon completion of slurry operations in any area. The placement of slurry seal may be suspended with the concurrence of the Engineer due to unsuitable weather, temperature conditions, or other conditions that are considered unfavorable for the prosecution of the work. The Contractor shall immediately comply with an order of suspension by the Engineer, and work shall not be resumed until authorized by the Engineer. In the event of a suspension of work, the Contractor shall remove all barricades, equipment and "No Parking/No Driving" signs upon the curing of the completed portion of slurry. Prior to applying slurry seal, the Contractor shall clean, to the satisfaction of the Engineer, the street surface with a power sweeper, properly remove all R.P.M.'s, rotary abrasive micro- grind, or wet-sandblast completely all lane lines, street legends, crosswalks, or other painted or thermoplastic surfaces. This is necessary to provide a good bonding surface for the slurry seal, as well as eliminate "ghosting" of the old striping and markings as the new slurry wears off over time. Scarring of the existing pavement surface shall be repaired by wet slurry patching prior to main slurry application. During slurry seal operations, it shall be the Contractor's responsibility to place protective covering over, or to otherwise avoid slurry seal coating of manholes, utility covers, pavement markers (reflective and non-reflective), concrete gutters, concrete cross gutters, drainage facilities, and survey monuments. Contractor shall remove said covering and/or slurry seal coating after slurry sealing has been completed. 43-1.09 TRAFFIC STRIPING AND PAVEMENT MARKINGS -- Apply traffic striping, markings, and all other directional information to new paved surfaces and existing surfaces that were damaged by the construction. Traffic striping and markings shall consist of thermoplastic paint and shall match the color of the existing traffic striping and markings, per Section 210-1.6, "Paint for Traffic Striping, Pavement Marking, and Curb Marking," and Section SP-120 310-5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings," of the Standard Specifications. After the application of all pavement striping and markings, install markers on new paved surfaces and existing surfaces that were damaged by the construction. Use reflective markers and match the color or combination of colors of the existing markers. Install markers along the alignment as directed by the Engineer and in accordance with Section 214-5, "REFLECTIVE PAVEMENT MARKERS," and Section 312, "PAVEMENT MARKER PLACEMENT AND REMOVAL," of the Standard Specifications. 43-1.10 MEASUREMENT -- The Contractor shall supply the CITY with licensed Weighmaster's Certificates of weight for all aggregate delivered to the Project during the course of each day. Aggregate so certified as being delivered to the Project shall be used only in the slurry mixture. Materials shall be delivered to the Project only in the presence of a CITY representative. The Contractor shall also present Weightmaster Certificates for the amount of such aggregate remaining at the completion of the Project at no cost to the CITY. Payment shall be determined by deducting the amount of aggregate remaining on the Project from the amount delivered to the Project, all as shown on licensed Weighmaster's Certificates. There shall be no outside work done utilizing materials from the tanks or stockpiles stored by the CITY's Contractor. The Contractor shall submit to the Engineer a certified affidavit and delivery tickets which show quantities of each material delivered to the job site and used on the Project. 43-1.11 PAYMENT -- The Contract unit bid price paid per Extra Long Ton for "SLURRY SEAL (TYPE II)," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing the slurry seal, including testing for and furnishing the mix design, cleaning the surface before and after the Project, micro-grinding and/or wet sand blasting removal of traffic striping and legends, protecting and cleaning all utilities, manholes and valve covers, furnishing added water and set control additives, mixing water with asphaltic emulsion for coating the pavement, and protecting the seal until it has set at all locations, complete in place, per the Plans, the Standard Specifications and these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-121 SECTION 44 THROUGH SECTION 45 BLANK SECTION 46 46-1 ADJUST UTILITY FRAME AND COVER TO GRADE 46-1.01 GENERAL -- Adjusting utility frame and cover to grade, after completion of paving, shall be in accordance with Sub-Section 301-1.6, "Adjustment of Manhole Frames And Cover Sets To Grade", of the Standard Specifications, 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 of the Standard Specifications. The pavement surrounding the frame and cover shall meet the smoothness requirement as specified in Sub-Section 302-5.8, "Manholes (and other structures)," of the Standard Specifications. 46-1.02 ADJUSTING NON-CITY UTILITY COVER/ VAULT FRAME AND COVER -- Adjusting non-city utility cover/ vault frame and cover to grade after completion of paving shall be performed by others. 46-1.03 PAYMENT -- Full compensation for providing all the material, tools and equipment, and for doing all the work involved in adjusting utility frame and cover to grade, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the various Contract bid items of work involved, and no additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Specifications, shall not apply to adjusting utility frame and cover and no adjustment shall, therefor, be made in the Contract bid unit prices for increased or decreased quantities of adjusting utility facilities. SP-123 SECTION 47 THROUGH SECTION 49 BLANK SP-124 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT 50-1.01 GENERAL - The Contractor shall comply with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications, latest edition, and these Special Provisions. All existing improvements (except utilities and street pavement) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways and driveway approaches, ADA bypass 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 Plans. The removal and restoration of existing improvements shall be in accordance with the applicable provision of these Special Provisions, the Standard Specifications, Standard Drawings 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, where noted on the plans, 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. SP-125 5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off from the sidewalk by a saw cut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. 6. If the roadside signs are damaged during the construction, they shall be restored or replaced to a condition equal or better than the existing per the prior approval of the City's Traffic Section. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 7. If existing fence is in conflict with the new construction, fence shall be relocated by the Contractor. 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-126 SECTION 51 51-1 CONSTRUCTION INFORMATION SIGN 51-1.01 GENERAL - Construction information signs shall be furnished, installed, maintained, and removed when no longer required. Contractor shall provide and erect construction information signs at the locations noted in the Plans or as otherwise approved by the Engineer. Signs shall be furnished by the Contractor, and shall be labeled as shown on the mockup within the Appendix of these Special Provisions, or as directed by the Engineer. Construction information signs shall be erected five (5) working days before begin of work. Construction information signs shall be 4' x 8' in size, with two (2) 6" x 6" x 16' posts. The sign posts shall be set 5' into good, solid ground, and the backfill shall be carefully tamped into place. Alternate sign post material may be proposed by the Contractor for Engineer review. Where placement upon (into) native ground is impracticable within CITY's street right of way (for example, such as through existing sidewalk), Contractor shall propose, for Engineer review/ approval, an alternate placement area (in street right of way), or method of placement (such as alternate base configuration for placement onto existing hardscape), such that underlying improvements are not damaged. Signs shall be fabricated with 0.080" thick clear anodized aluminum or an alternate material approved by the Engineer. The exposed portions of the fastening hardware on the face of the sign shall be painted using touchup enamel that matches the background. Signs shall have reflectorized white capital letters and 1" border line on standard state highway service signing blue acrylic enamel background that will last 3 to 5 years. Sign panels shall be bolted to the wood posts using the appropriate length of 3/8" bolts, and flat washers, nuts and jam nuts. Posts shall be constructed of heart grade redwood, heart grade Douglas fir, or an Engineer-approved equal. Signs shall have appropriate structural framing of a similar material attached to the reverse (back) side of the sign, to add rigidity to the sign in windy conditions. Messages on signs shall be standardized as much as possible. Contractor shall revise all misspellings and any other corrections on each sign at no extra cost to the CITY. Contractor shall have interchangeable street name, project limits, council member, Ward and date panels (as appropriate) such that the main sign remains in place during all stages of construction. If Contractor is ordered to revise the Mayor's name and/or council member's name(s) on the sign(s), after the construction information sign(s) has been approved by the Engineer, a SP-127 Contract Change Order will be issued in accordance with Subsection 3-2, "Changes Initiated by the Agency," of the Standard Specifications, for the cost of changing names. Signs shall be placed so that CITY sight distance standards are maintained. Upon completion of all stages of work, each construction information sign shall be removed and salvaged by the Contractor to the CITY Yard. The cost of construction information sign removal and delivery to the CITY's Yard shall be considered incidental to the other items of work and no separate or additional payment will be allowed therefor. Contractor shall notify the Engineer and the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to performing any excavation or other work close to any underground pipeline, conduit, duct, wire, or other structure. Regional notification centers include, but are not limited to the following: Notification Center Telephone Number Underground Service Alert (Southern CA) 1-800-227-2600 Excavation required to install construction information signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes. 51-1.02 PAYMENT -- The Contract unit bid price paid per Each for "CONSTRUCTION INFORMATION SIGN" shall include full compensation for furnishing all labor, interchangeable street names, interchangeable dates, equipment, materials and tools required for performing all work necessary to furnish, paint, label, assemble, erect, and repair, replace and repaint damaged, vandalized or stolen signs, complete in place, and their removal at completion of the Project, and no separate or additional compensation will be allowed therefore. Payment will be based upon fifty percent(50%) at sign installation, and fifty percent(50%) at end of Project, following delivery of salvaged signs to CITY Yard. SP-128 SECTION 52 THROUGH SECTION 62 BLANK SP-129 SCRUB SEAL TRAILER EXHIBIT 16' 2' 2' 8' 2, 2' 1I ;v £-r`_N,..ta�;, `m•^,.'''�`ry' s€a> - rte_'. '�_ _ ��. � S z 1°) I 1 8r • 11 1 ' 11111 ,A40 11—` s • tiff /. HINGE POINTS �s STREET BROOMS W/ NYUGH MULLS MlLS ( P.) NOiE:vJ ., tS IN 1NE SCftUBE•r ^ 'i,ruunti\\�0�;//Ull��}\j�iL!/1(�1�111\l;�w�rn,.,._ /m1111,° Ns% PASS Scrub Broom exhibit "A (Not for fabrication — Use as schematic only) CONSTRUCTION INFORMATION SIGN MOCKUP ;x' A. City of San Bernardino ��' ¢' Roadway Improvements ruus' Project Description and Limits Start - Finish Date City Council:First and Last Name San Bernardino Public Works Ward Number For Information:909.384.7272 www.sbcity.org 1 z 1'-0"MIN TO BACK OF SIDEWALK r. `- OR STRUCTURE ir... • .4.I _ _ _ _ ro Notes: 1)SIGNS SHALL BE SECURELY MOUNTED ON(2)4"x4"POSTS. 2)OUTSIDE DIMENSIONS SHALL BE 45(8'. 3)CITY TO PROVIDE PROJECT DESCRIPTION,LIMITS,NAME OF COUNCIL MEMBER(S)AND GRAPHICS. 4)CONTRACTOR TO PROVIDE FINAL MOCKUP ON 11'5(17" 5)CONTRACTOR TO PROVIDE PHOTOGRAPH OF ACTUAL 45(8'SIGN FOR ENGINEER APPROVAL PRIOR TO INSTALLATION. 6)SEE SPECIAL PROVISIONS FOR ADDITIONAL DETAILS City of San Bernardino Public Works CONSTRUCTION INFORMATION SIGN MOCKUP STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION Welcome to the California DEPARTMENT OF INDUSTRIAL RELATIONS Back to search Description of apprenticeship Qualifications for apprenticeship How apprenticeship programs operate Steps an applicant should take Apprenticeship video -"California's Best Kept Secret" Description of apprenticeship Apprenticeship is a system of learning while earning, and "learning by doing." It combines training on the job with related and supplemental instruction at school. Today, it is utilized chiefly in the skilled crafts. Each program operates under apprenticeship training standards agreed to by labor and/or management in accordance with State and Federal laws, under which a person works with a skilled worker and gains on the job skills and "know-how" and in turn becomes an important part of the occupation and industry. In those crafts in which management and labor organizations exist, each selects an equal number of members to serve on the joint apprenticeship committee. The joint apprenticeship committee determines the standards for training of its occupation and supervises the training of apprentices. In many cases the local apprenticeship ations. But these are arn minimums and the local groups and/or statewi have de ompleae rds recommended by the advisory organiz autonomy in developing and administering their own programs. Qualifications for apprenticeship To be successful, the individual must have perseverance, ambition, and initiative. Like a college education, the successful completion of an apprenticeship term does not come easily, but is the result of hard work on the part of the apprentice. In practically every skilled occupation, more than fundamental knowledge of arithmetic is essential. The ability to read, write and speak well is beneficial in any walk of life, but in some apprenticeship occupations it is more important than in others. In some occupations, individuals seeking an apprenticeship will be at a decided advantage if they have taken shop courses, have some knowledge of mechanical drawing, physics, blueprint reading, drafting, higher mathematics, chemistry, electricity, welding or the like. Physical fitness, a good sense of balance, eye-hand coordination, color sense, agility, strength, ability to work at heights and mechanical aptitude are desirable qualifications in many skilled occupations and one or more of these areessential in others. Ability to work with others, good personality, and neat appearance are necessary in most trades, particularly where contact with the public is involved. In many skilled occupations, persons with a high school diploma or its equivalent are preferred. Prospective skilled workers usually like to work with their hands and to use various tools to build and repair things. They like to finish things once they have started and don't care how dirty or greasy the job, so long as they get it done. They enjoy visits to shops and factories and like to talk to mechanics about the jobs they do and the problems they meet in their work. In school, they get along well in shop, science, mathematics and mechanical drawing classes, and enjoy working on practical problems in the classroom and at home. These are only some of the factors that may indicate an aptitude for the skilled crafts. How apprenticeship programs operate The training is supervised by Joint Apprenticeship Committee (JAC) - sometimes called Joint Apprenticeship and Training Committee (JATC), or a Unilateral Apprenticeship Committee (UAC). Training is "spelled out" in apprenticeship standards developed by the local apprenticeship committees, with the assistance of consultants of the Division of Apprenticeship Standards, and registered with the State. The processes of the trade and the number of hours to be spent learning each process are defined. The period of training is from 1 to 6 years, depending upon the trade. Most programs are for 4 years. Apprentices start at a percentage of the skilled worker's wage and receive increases at regular intervals. Starting rates are usually 35% to 50%, and increases are given every six months in most trades. Apprentices attend classes of related technical instruction, usually in the public schools. This instruction, supplementing the training on the job, gives apprentices a comprehensive understanding of the theoretical aspects of their work. Related instruction is one of the fundamental features of apprenticeship and has been developed and accepted as standard practice in every trade. In most cases this means attending classes at night 4 hours each week, for at least 108 hours a year. The instruction includes such subjects as safety laws and regulations, mathematics, drafting, blueprint reading and other sciences connected with the trade. In class apprentices learn the theories of their trade; each day on the job they learn its practice, under the supervision of skilled workers, instruction in the use of the tools of the trade is also given apprentices early in their training; in most trades they are not allowed to use any power-driven machinery until well advanced in their training. Apprentices are usually required to furnish their own hand tools. Each apprentice signs an apprentice agreement either with a JAC, UAC or an individual employer. This agreement is filed with the Division of Apprenticeship Standards. Upon successful completion of training, they are issued a "Certificate of Completion" by the State of California. In a number of occupations and industries apprentices receive, in addition to their regular wages, fringe benefits covering vacation pay, health and welfare, pensions, etc. Through collective bargaining in a number of instances, employers also pay certain regular amounts into apprenticeship funds, which are administered by boards of trustees. Coordinators of apprenticeship and field representatives are employed by these boards to supervise the training of apprentices in a given trade or area, process apprentice applications, keep records of progress, and the like. Where fund offices and staffs have been established, they have been of great value to the JACs, apprentices and the industry. Industry coordinators and apprenticeship consultants of the Division of Apprenticeship Standards visit establishments to determine on-the-job progress of apprentices, seek new apprenticeship openings, and discuss problems with apprentices, supervisors and employers. The role of the state, through the Division of Apprenticeship Standards, is consultative and developmental. The field and technical staffs of the Division assist management, labor, JAC's and UAC's by seeking to promote and develop additional training programs, by providing technical data through research on current trends and training practices to improve and enlarge existing programs, and by serving as the registratiorr and certification agency for apprenticeship in California. The Division carries out the regulations formulated by the California Apprenticeship Council, which is charged by law to "foster, promote, and develop the welfare of the apprentice and industry, improve the working conditions of apprentices, and advance their opportunities Division 3,3r Labor ,employment;"of the State of California.) forn'a) Apprentice Labor Standards Act of 1939, as amended—Chapter 4 of The Council's regulations are spelled out in Title 8, Chapter 2 of the California Administrative Code. Of particular interest are the sections pertaining to non-discrimination in apprenticeship. Sec. 212 defines the contents of apprenticeship standards to be approved by the Division of Apprenticeship Standards, including paragraph (b) (13): "Provision for fair and impartial treatment of applicants for apprenticeship, selected through uniform selection procedures." Sec. 215 provides in part: "Selection procedures must be in writing, approved by the apprenticeship program sponsor, and must meet objective standards." Apprenticeship programs must comply with the State of California Plan for Equal Opportunity in Apprenticeship Adopted and amended by the California Apprenticeship Council on November 28, 1983, as though expressly set forth herein and shall be considered as an appendix hereto and appropriately marked as such, including the month and year of adoption. The Division's State Plan developed to meet the requirements of revised 29 CFR 30 is spelled out in the booklet, "State of California Plan for Equal Opportunity in Apprenticeship," which also contains administrative guidelines for implementing the Plan. Steps an applicant should take 1. Select an occupation for which you have an aptitude or some previous experience and the physical ability to perform. 2. Find out if you meet the minimum qualifications for that occupation. 3. Decide whether you can work under the required job conditions, some of which may be hazardous, dirty, uncomfortable or otherwise unpleasant. 4. Apply for an apprenticeship either directly to an employer in the occupations, the JAC, UAC, the appropriate union, or the California Employment Development Department. 5. Take aptitude or other tests where required. 6. If the apprenticeship committee has a waiting list of applicants, determine whether or not you are sufficiently interested in the occupation to wait for an opening, or whether you should seek other employment. 7. Some apprenticeship committees have applicants find their own employment with a firm which participates in the apprenticeship program. Conditions of Use I Privacy Policy Copyright © 2011 State of California CITY STANDARD PLANS .t-ry pp SAN 13E¢WA12..CM4C, STANDA=JD ES 1 ST f 14C3 TOPOOCAPHY bYMIIPOL.S - -4—_ cliroallit LANs O SIW6¢ MANHOLE --Ct.---- CITY LIMITS O"' SEWER CLSAHOUT a,iw tzIGNT OF WAY LINE DO STORM DRAW MANHOLE S . s CXIvTtwa 3EWLR 0007 TELEPWONE MANHOLE at VAZILT 4"C1` —IV EXISTING WATER LINE ® LGJ GAS MAIJNOLt OR VAULT tS"CONC;--CO EXISTING STORM DtzMN WQ EC WAVE. MANHOLE OE YAULT Azuµ 6 EXISTING GAS LINE Q EC ELECTRIC MAlLWOLE OR VAULT T — UMD'GD. TEL.ccH4DUIT ¢ PP* gLECTRIC OQ. TELEPHONE POLE 12"L.D.COtNea-IRS. LXisT. 1¢¢IGATIOt t UN¢ ® ELECTRIC TOWee —1 V E %ND'41 . ELEcTRfC COND. E---- bowP Gu' S.L. " STREET LIGHTING PIar. HYDEANT 514. -— 4 TRAFFIC SIGNAL 1=1"/M WATER.. METEC. F• l• FUZE ALARM Dtw.4_ WATER, VALVE Witt KC—_ n CULVERT COS VALVE -0- -0- -or v v v 6OARD FBIJCE. r-•C (LXCTZOLtEit (UPRICSHT) —x x x—x- EAME•ED WIRE PENCE ---O ICLIMTR.cnitur. ON MAST AEM) 0 0 p 0 CHAIN LINTS PIINICE TIZArrIC $14104AL way ELI 'MEW FENCE pC TtuFFIC .SIGNAL (ow MAST ARM) C BLOCK WALL DP/ PULL bOlt 3.... • oR E i RAILILOAO TRACII9 ® TEAPVPG StGMAL CON1KOLLSE. i mono TRAFFIC SIGNAL DETECTOR �■wtt�. I HEDGE �-� WALK•WAIT SIGNAL ��...��it �.---•-•� OItZECTION FLOW DIRT 0 PAR1ftNG METER. 51 TRAFFIC chars -� • Uti DIRECTION FLOW 'AY. ♦ STREET NAME. 9$4M i 71r-_r- - Ana' TOP OF SLOPE 4 STOP swim - .yL---AL ---AL--"I. ^ TOE OF SLOPE E.CQiO�sSl/JC1 AjjI Q` - - - - - GuAaO ■1AILUAIG o E.R. CROSSING SIGNAL rC.0 SIDEWALK (DASHED) * SPatMI4t.ER HEAD c �' _ n R C.G. OQIVEWAY A DELTA, ANGLE PO11ST e Ix c P.C.0.CU1L5 4, GUTTER 0 POINT ON TAt.IGeNT `i .; SWIMS . TREY (DEC1DUOQS) S d U•S•MAIL. SOX ti j■ y o ‘5247 PALM ye.: tVERC$EEN(PIME,ETO) 8 - St.CT10W CORNER kI 8 }9 I!4 CO0.MM vo li z PCC 5014 j BUILD11.14 APPZOV D STANDARD uNC0Yfi2E • _ Ne,i. .11.>L 19 6 PLAN ; CITY OF SAN bEQNARDIIJO -PUBLIC WOQISS DEPT. CITY ENCI EESz. GENERAL NOTES: 26 V NOTE v. CONCRETE MUST BE AT LEAST /8" __N 6. �� 5.3 SACK MIX(520-C-2500) CURING CONPOUNO SNAIL 0! -+-�++ r AND HOLD 2500 P.S.I. IN SPRAYED UNWORNLY ON ALL - POSED 28 DAYS. SURFACES PRIOR TO EVAPOR ION N Of SURFACE WATER. FLAT 4 EXPANSION JOINTS AT ENO 0 RETURNS A STRUCTURES W ND R.¢ PLANE JOINTS EVERY 10 FT. 3. SLOPE q8 OR AS INSTRUCTED. R-a R2,473" • a • 1.. 0:037 CU.YO. PERLMIFT. "so.- . - 4 b p' o a e -L_ ° - . ° . . - . s o TYPE "B" P.C.C. CURB a GUTTER 244" /8" 4 ~ ,. FLAT? �R 0 j ' 1 Rm ' SLOPE 1:18 :J R-¢ w A. s q . 4 t 910• • N O.43/ C[1 YD. • PER 1 bt/, FT, _.1.--. D I1 TYPE "C" P.C.C. CURB a GUTTER „ (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) /0i- -.64 . R/.. ,tt-lr• i2' 24- R ` " RA•T' s •_ 0.03/ CU. YD. v ' a + • ° PER//AI F'T • 0.04,7 Ca Yo. • • PER L/N. FT- - 4 TYPICAL SECTION - . i •.____L ROLLED CURB TYPE "A" IAPPRO ED BY THE CIITLYCENGINEER) P.C.C. CURB CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. APPROVED. STANDARD MAy 2 7 19$Z, PLAN TYPICAL SECTION- P. C.C. CURB & GUTTER T zoo CI ENGI EER PEiPA1LSSABLE ALTERA/ATLVE CURB FACEMAY _ ECR EC /5' WRY ACCORD/NO 4. TD PLA�t/ dI do Ni \v. 8°CONCRETE I j I% o A /5' \/.5' EXPANS/ON JOINT STS LGHT . AGRADE E'rPANS/ON JO/NT "F-FLOW O/R#d7•0.Q PLAN . OF CROSS GUTTER F/LL WPMAS.pN.417/C A, JO/NT SEALER 'P°B 1_ iro;a0 f,C f 7:77- . Mawr!' • j ' Acsare h► ' STEET TROWEL PN/SN • - ...•• •• a" • F 0 " E • F �O�' 4:7.._ — F EXPANSION JOINT /" -.4.- r ° /' NOTE. STRA/6NT GRADE 8 COA/CWETE BETWEEN B C.R. 'S MAY BE AL TEREO OA/EXCESS/1/E SECTION "A-A" G24 DES. 3G' p N. R.3 A____ ` '1 , 0.072 CU.119. D 36" P.C.C. CROSS GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) CITY OF SAN BERNARDINO-PUBLIC WORKS DEPT APPROVED, STANDARD 36" & 7 2" CROSS GUTTER `day 27 1982 PLAN CITY ENGINEER J /01 C ENG EER ATV"PI ,fiwV/SVAI 1 [ �l 7PA. .6,WT !0.! VAR/ES ,i_et- Co' /fr. e_rr icdc /ocsrxw it 51,y/A/I 5 Urilrrr 7 QWc# idE,KEWED "WE _MAW' CASE A" PPL'mP1rED &aA(4L.0 LOCATIOAL. 1/AR/ES L. 4"avooSrkvensa rG,•NW. OSEsow 0r A.C. 31"M/N/cc ' L P fkD/N MS ALCM A9E/VALK L CASE 'Er MAY DE USED. I.)WHEN 'OUTAGE /9 LESS T/YAN /00',4N0 SAME SECT/QN EX/STS AN MTH J/DE9 OF,COT. P.)FOB' ME• /DE,I INS ..9/OEAVA/K9. —---- --t--- GENERAL NOTES: AVOW: 4 ANIMw AKAL" f.)09NC'APE7E CLAd.1 -.5.119-c-X500 ly i/1 t.)trrf. YEV E Apatvrs ro ritr(N ------ C4�B.a/NTAS o/RECT6vsr I TAW. A S/NBACe BE `4I S)CVQUE5 COMPOUND S .w.i. I �, PBOOTAS rO 9P.Fl4YE0 !'V/ .P+pL Y 0A1.441.°i; I/oA x EXfli5B P BlIgicla65 PP'TO THE Ef.4110 477CA/ OF J6Arigileb"#J4TE2. • .Be FAKE TYR/CAL SIDEIi/AL k Ti 'ANS/T/ON CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. D STANDARD ,1983 PLAN SIDEWALK L 0. - iiTY NG NE DRIVEWAY 6" MIN- PL.\ A -+- SCORING LIVES MIN DEPTH 4'e" v , 4 I lJ 1- - a N ea i 4 4 4 Z a..6 C.4 " 4 W =a 6 v a ` Y" FXP. JOINT o ° a 4 4 d ° 4 /RIDGE °5 1 d - a` 4,j s a 4 tl� t " 4I0 A d a i 0 a RIDGE .N Li - 4 Ui4 �$ R I la d $ d 0 VI r t a Q a m 4 o c.) d[ c J, "CCQ d X=2'-6" FOR CURB 4 e ° 1 UNDER 10". X=3`-0" FOR CURB X - A "' - x 10" AND OVER. 6" 16' - 20' 1 6" PLAN TOP OF CURB S/W-\\ SAW CUT EXIST. CURB & GUTTER GUTTER X a x ,.-..._ .� _ GRADE BOTTOM OF CURB 6" 16' - 20' 6" CURB OPENING = W + 1'-O" ELEVATION NOTES: 1. CONCRETE CLASS 520-C-2500. 2. WEAKENED PLANE JOINTS TO MATCH CURB JOINT AS DIRECTED BY THE ENGINEER. PL-\\ 3. CURING COMPOUND SHALL BE SLOPE NOT TO EXCEED 12)§% SPRAYED UNIFORMLY ON ALL I EXPOSED SURFACES PRIOR TO 4'-0" MiN 6" MIN THE EVAPORATION OF SURFACE WATER. 2� SLOPE Y4" FT 4. SCORING UNES TO BE PLACED ■t - WinEWiEg PRIOR TO EVAPORATION OF SURFACE WATER. ° :r 0 EXP 5. SUBGRADE SHALL BE COMPACTED TO A a JOINT MINIMUM 90% RELATIVE COMPACTION. SECTION A-A 5 LPDATED,REVISED R;REDRAWN STD cPc 6/22/2007 NO. REV121•N BY _DATE AP' •YID CITY OF SAN BERNARDINO APPROVE V- -el STANDARD DEVELOPMENT SERVICES—PUBLIC WORKS/ENGINEERING 4 NO. RESIDENTIAL 203 DRIVEWAY APPROACH If CITY ENGINEER 1 of , TYPE I PLAN ONSITE DRIVE AISLE r , 1 CURB FACE X Y O 8" 2.5' 2.5' u MEAA/pz.c va h s/■ Ew.1.LX 10" 3.0' 2.0' 4 k A 6"Rae. ___ —— WNF.AfE .sirewosenve �.�r. ? k: [ i# E d ' OCCUR,' r- mo#— 1 —_ye • 1 It r— Y o 1 (rwr) t I w U EXISTING OR PROPOSED ..� Rit2GF IB I r SIDEWALK I i i t i i 1Ii� CURB PACE i Y I� x A M X � EXISTING OR PROPOSED FULL HEIGHT CURB 1 1 `1 _ I • I • CURB AND GUTTER ( TYPICAL) 24' MIN. — 36' MAX. TYPE II PLAN ONSITE DRIVE AISLE s 7 CURB FACE X Y 8" 2.5' 1.0' o ` ,.. ,N 414Me Ny kcrce-W Aht 10" 3.0' 1.0' i .aos a 4 4" N1m pa — A _ OGa • de4 A f4A/oERAt/6_ >.,, � x�. ,PC.C. S/G1El!/ALrt -- ------ — — ——— ———_' —— . - - -�; - 1 4I _1I _ _ -__ 3 IrL 4NE~G I 1 4 N 64°.Jf < u' I Y L *. <r �y I in 410 /� 1 3 j RioGE P °v ( °6I '�` 1 / EXISTING OR PROPOSED SIDEWALK I Po ) I M I r J r t CURB FACE I �, \EXI$TIRG OR PROPOSED jY; X . 3' A W 3' X �Y CURS AND GUTTER PULL HEIGHT ' "�'T� 24' MIN. 36' MAX. 4 1 CURS (TYPICAL) CITY OF SAN BERNARDINO / PUBLIC WORKS DEPARTMENT APPROVED: It- 2 9 ,1986 STANDARD COMMERCIAL DRIVEWAY APPROACH dL 204 PLAN ITT E I EEII SHEET 1OFIMP'S PARKWAY WIDTH a PROPERTY LINE .•� f4 'NAY.. 9.23' MIN. 4.• ' --4 �-•-.� HANDICAP ON-SITE DRIVEWAY !Y-PA!! '4 SLOPE 1� /RT• +gy[/►T ISAX. CGMPACTEO AWL � Exi` •k ire SECTION A-A (FOR PARKWAYS 14' OR LESS ) PARKWAY WIDTH GREATER r/IAN /S[' - -2 PaoPERTy L/A/E 9Z5 M/N. 440' sy-AMOS 0 / "'/fr._ 'k�"/F>.,vAX. - oN s/rB A wi/EWAY s,LOP6 � ..ti: - - COMpAOrzo FALL SLOP!Nor TO Exe a /O,( SECTION A - A (FOR PARKWAYS GREATER THAN 14' ) NOTES: 1. SCORING LINES SHALL BE EQUALLY SPACED AT 10' O.C. MAXIMUM. THEY SHALL BE 3/4" DEEP AND SHALL BE PLACED PRIOR TO LOSS OF FREE WATER. 2. THE 4'-WIDE HANDICAP BY-PASS SHALL BE FREE OF OBSTRUCTIONS AND SHALL SLOPE NO MORE THAN 1/4" PER FOOT. 3. DRIVEWAY APPROACH SHALL BE CONCRETE 520-C-2500 UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. IN INDUSTRIAL OR COMMERCIAL AREAS WHERE THE REQUIREMENT FOR SIDEWALK HAS BEEN WAIVED, THE 4'-WIDE HANDICAP BY-PASS SHALL BE DELETED. 5. TYPE II APPROACH SHALL BE USED TO FACILITATE INGRESS/EGRESS ON HIGH SPEED/HIGH VOLUME STREETS (35 MPH OR GREATER) WHERE DIRECTED BY THE CITY ENGINEER. CITY OF SAN BERNARDINO/PUBLIC WORKS DEPARTMENT APPROVED /2- 2 ,1916 STANDARD PLAN COMMERCIAL DRIVEWAY APPROACH Ad 104 04 CITY EN INE siserzorlu rs ACIPUY Dowe/ ' NOTES anchor_, I .�_ I , Connection pipes and out/et pipe maybe placed • '✓ I- in any position around the wa//s. LL -- -�- ' 4 Rod. Oak 6' ,,i Curvature of the lip andside walls at_gutter .!1+I a — r-- Dowel openinysha//be formed curved forms. ,���� V -.scoring Line Dimensions: V=3=a"ua/ess otherwise.specified. At °=�/// \ -c - ---, Floor ofbosinsho//be troweled toahard A I(/ , \1 'v I ■ A smooth surface ondsho//s lope from oil �-., - _II I - - I , , I - --J directions to the outlet. ��� ) " ; I 4 IN Manhole shall be ploced along the bock wail.. -�� .a (I --- Outlet i }��� /v pipe shall be trimmed to the fins/shape and length before concrete is poured. A .r--Dowel Protection bar: Where the curb face is - 4"Rod greater than /O" install protection bar --_ --111-f- - : r- :, per Dwg. No.4/l ,; , Steps: If V is 3=6"or less, none required. %-°owe/ Anchors 8 1 If V is 3=6"to 4=0 place one step/2" Rial PLAN above floor If V is more /hon 4'-O", ,o/ace steps /7"apart, with top step 6" be/ow top of cover slob. Manhole Frame ardCover (Gob.) .Surface of exposed concrete shall -Rod-.,per Alhambra Ale./53/ Anchor " P or approved egg/at)... ,1, -4'-G Foce Angle conform in slope,grade, color, finish and Dowel ,--, ---1 Rag. :4 Rod; , scoring to existing or proposed curb 1 a. _i g and sidewalk adjacent to catch basin. .o• ��' / iE Curb lace at catch basin opening sho// i y I , ;j:: 2 F►,. w `, 'Q be /hat of/he existing curb p/us 4" a / C/ear ' I� v Roodwo, or as otherwise shown. n i s'• i. I c--Y-_ Id' �. Dowel-1 iitep. See i ' Pro/ecoon For wall/door steel rei,hforcrng,see j'5' 4' i Notes L- t Bar-See Ow No.9L18. �_. ---, 3 -2" Notes 9' ;; •:• Crane Veyor .S• anclord manhole frame • 6 " /Cover /✓o. C,zOfr maybe Jultstituted .�— for L�/tlornbrc7 h� /53/ .°• - Slope to outlet from : . .. :� all directions-, -Subgrade optional with contractor: SECTION A-A „ SCALE: 3/4 =I.-ON B -f'.3 bars cp- ,f- 90.. . STEEL LIST DESCRIPTION REO'D. DETAIL OF 03 Bars 4'-4''long if DOWEL A'3 Bars 3'-//" - 4 0'3 Borg l'-7" " .3 foce Angie 4'-a- long / Jteps,.4"plain,round,galvanized See Mole Porno's. See detoi/ 4 frame end Cover Set / Protec/ion Bar See Note Wal/d floor steel reinforcing See Note Rex 2 Mace//aneow ReviswitA/a i/-i-7 Rev/ ,Pewie a 6'/i,daec/No. 1s .4.1.4410...,No. Revis/ d Approved Do e CITY OF SAN BERNARDINO -PUBLIC W312.158 DEPT. STANDARD APPROVED PLAN CATCH BASIN NO. I - q 1972 44."-' 1. 403 CITY EN 1NEER r�Monhofe Frame and Cover (Go/v.) / per Alhambra No. /53/ or approved l equal. ,-Dove/ Anchar , ' lt "Radws _�` L '/4"Radius-, Anchor-, :%4Radius Dowel , I ,-Foce Angle • 1 r -F- �c iJ _ 4"Radius .f- _„IILLI" 4 I N'', -t`o,Rocdwwoy �D � I ---Dowel J.� /2� I�t e Gear' 1, cs " I I I III Dowel----i- ..' '-Proieetion8er yT I I ;ter. ¢" R,t•'L -__;,� See Notes 6`�l 6" 6 6" 6" Scoring Line } I Step.SeeAlofes .!t t Suppor/, .1"' -fee Notes 42 u •'. 3'-2" T _ I_ a 1 � 3" T 19 1 //, ` ` _ /'/ ---Andror 4 3"Radius. ° _r. � _ IA °'� \ -=====a1 A Slope to outlet from =— ot �I 1Ife/ ' II - r4 ) _I 11 ji . I 1 i1,• a. . e. . . .a. A \ �. ' --JI 'er' ;•a.• .. ib- ms �`S.$ ���o It Sub grade optional with contractor 1 •.. I I SECTION A-A •! rim eg NOTES 1 Connection pipes and outlet pipe maybe placed in any position around the walls. - 4-..-117-1-—14 . ' I Dowe/ Curvature of the /ip and side c+'c//s o/guffer 1 %. opening sho// be formed by curved forms. :4 Raius Dimensions: t=6"i f V is 4.-0"or less L • -r tf-/O"ifVisbB-0"or4mored e O- --Dowe/ Anchor--' pm Y=4'-0"unless otherwise no/ed. F/oor of bosin sholl be troweled to a hard smooth .surface andshm//s lope fronr all directions PLAN directions to me out/et. Manhole shall beplaced along back wall near outlet. Ouffe/pipe shall be trimmed fn the final shape and length before concrete is poured Protection bar: Where the curb face is greater STEEL LIST than 10', ins/o/l protection bar as shown DESCRIPTION REGeD on Dwg. No.4/1 S/eps: If V is 3'-6"or less, none required s'3 Bars, 7'-10" long 3 If Y is 3'-6"to 4'-0; place one step ie"o6ove floor If V is more than 4.-0"place steps 3 Bars, 3'-/l" long 14 /7"apart,w:fh top step 6"below lop of cover 0'3 Bars, 3'-2" long 2 slob. *3 Bors, 2'-//" long 6 Surface of all exposed concrete sha//conform in slope,grade,co/or, fih/sh, and scoring *3 Bars, P-7"long 3 to existing or proposed curb and sidewalk Face Angle, B'-O"/ang 1 adjacent To the basin. Steps,34'Plairi,round,ga/vonised sit o 0 l4/a//L floor steel reinforcing see Dwg. No. 408 Dowels See Detail 4 Curb face a/catch basin openings snail be/hot Frame and Cover Set / of the existing curb plus 4"except 0s Protection Bar SeeNote otherwise shown. Wall&Floor 5/eel reinforcing See Note Supports pc: Dwg. No. 410 Galvanized Support / *3 bars 0 Rev 3 Revised Note ,- - Rev.2 Rev.'sed Notes Imo.�.0;4� //- 7 DETAIL OF DOWEL Row 1 Reused cSto..da-d No. j�/ '"GGYI.. No. Rev43tort Approved a.hi CITY OF SAN BERNARDINO- Pub. W% 5. DEPT. APPROVED STANDARD r CATCH BASIN v4.1-, 4, PLAN N 0. 2 CITY ENGINEER 404 L 1- Voriob/ems K /elI r _ _I :, H ' F/o w --SlrGr- do --Equal Curbfacesit'"f��l �_ \6 r,3N note 3 c ,�5f°SINN"6r°deor-sd9e ne �Poin/M �3 Round off Stroi"nt Grade orsee note"f" , ; See note••b:� re" 4. re" -� See note"b" H w PLAN SECTION H-H Top of Curb Normal Gu/ler Line , 1,12"1_ Catch Basin �i Variable' OPenrng NOTE 5 ELEVATION o. Local Depression shall be Typel un/ess otherwise specified on general ,o/on. TYPE 1 b. F/evo/ions of outer corners (Line of outside edges extended) shown on genera/plan. If no elevations are specified, the outer edge of Loco/ Depression shall conform/o finished s/reetsurface. c. Onsi/ 6' 8' _ I , i 1 /2' 1 -j r,. C.F. 1 i I rGF, d. W= 4 feet unless otherwise spec/tied 11 1 L_ # _ L. = 6 I ,_•-1 I _ r F = 3 feet when o curb face isshown Fl --SirGr. Equo/Curb Str.Gr.— Flow of pain)"X", otherwise F=K a Faces U^ ` k= 5 feet unless otherwise specified yob y,<V istr.Gr. •c irc _ ; A = Area of Loco/Depression. T --Ridge Line-- o e. A curb face shown on the general t �� s`- Straight Grade orseenole"f" -;.� L p/on/ess than k distance below see A/o%b' i�/8"..1 Ile I,'-see Na/e 'b" basin Shall be applied at point X"with F= 3 feel. PLAN f Special de/ails governing/he construction of this Loco/Depression on vertical curve shown on genera/ ,o/an. Top of Curb-� g f: _ 3000 p.s.i. of 28 days. �, i2'CofchBasinI r2 "I 1 Opening ELEVATION TYPE 2 R.. rev',ied c.S'/oac%.-ai No. . ' Bi�L� No, Res viaio7 App�eveel ate CITY OF SAN BERNARDINO-MI.1C WORKS DEW. APPROVED _ STANDARD LOCAL DEPRESSIONS b ? .f.:: p N CITY ENGINEER 407 Top of Catch a" basin et N I i in angle IED o LL: 1111111 742' Protection----1 1 le d bar ifflic, I m 10 p..:•.., .: I s SECTION SHOWING 6 1 SUPPORT IN PLACE I l (�I '1 ,>Adjustoble Stirrup C.F. C.F. "B" U III ,' ---7° for curb faces from 10"/o 16" 10" Q I. 4° for curb faces I I " I7 " I " over /6" 12" 18" I " -L _ --, 0 - - 13" 19 " 2" I 14" 20" 3" lzi h IS" 21 " 4" ---i'�0 Galvanized 16" 22" 5" c I L.- Steel Ql u III NOTES —s. One stirrup for protection when h I curb fo c e (C. F.) is more than =- --Nut or Bolt Head /0"and no/ more than /6". When curb face is more than /6"and not more than e2", second stirrup 6" be/ow first stirrup os shown . Reg I Pe w.;ed e9 ,o6..d No, 4 No. I Rev.;.vni App-°red pop e CITY OF SAN BERNARDINO —PUBLIC W0¢155 DGPT• APPROVED STANDARD 6 — 9�2 PAN DETAIL OF BOLT SUPPORT ` FOR C ATC H BAS I NS E EER 4.10 Top of Catch Z" basin ' : :�j /o : 1 �: N I. 1 in angle IED v II Pro tection-- ""1 . U bar I ■ MK m 110 ::' -;- ,®;;. - IIIII , SECTION SHOWING 1> SUPPORT IN PLACE I 1 ! III � ,Ad'/ urlcb/e Stirrup i C.F. C.F. °B" V II ,I 1' ,--7° for curb faces from l0"to 16" 10" Q I* 4° for curb faces I I " 17 " I " over /6" 12" 18" I " �— - . O - - 13" 19 " 2" F- I 14" 20" 3" 1 15" 21 " 4" I --1„0 Go/vonized 16” 22" 5" I '- Steel Q ! L NOTES - II One stirrup for protection when u curb face (C. F.) is more than =— --Nu/ or Bolt Head /0"and no, more Phan /6'. When curb face is more than /6"and not more than e?", second stirrup 6" be/ow first stirrup os shown . Rev I(.P.ued J .deal 'V . f4,04 No. Revrioiv App' ' 09 CITY OF SAN BERNARDINO -PUBLIC Wout45 DEPT. APPROVED STANDUP DETAIL OF BOLT SUPPORT �� � 9�2 FUN FOR CATCH CITY GI NEER ` 410 R C BASINS F/o/fen anchor sufficient /o prevent turning —\ 3/4" Std. Go/v. \ [ wrought steel pipe., \ t`{ "x Bra53 4 yy Go/v. Bar '/ Sockef sef screw See Nofe3 ‘iii \ i f`� Voriob/e \ Dri//*"hole\ 2" 2" �� h s ` U4"deep �_= =�� �' C e- :MEM Assi;* -34" Std Go/✓. Wrought Steel Coup/in9-'\`, ` • ( Drill qnd to for i"x p" brass Coup ling to fi/snug over entire length.) s too set s w tie couo/in centered on 9/�Y4 of non-tapered,!/d.pipe thread DETAIL OF ANCHOR ! 4-Topof Catch Bosin r 1 A _ I. • ELEVATION — — --:--f . .d• "X" Length I "X" Length I "X" Leng/'4 ��. ,%�. SECTION A- A • 1. All bars sho/lbe 4"Got✓. ho/rolled steel `:� , ,D per A.S.T.M. Designation A-7-SOT. 0 \\.�� � .� .. Bar/eng/hs sha/1 qof exceed 21' and \��N■�7:.4 sho//be cut to fi f in field. lYh en 'W" c4 /s over 2/', protection bar shalt consist When C.F erceeds�0 SECTION SHOWING of two ornoore sechoos depending upon/eng/h /6" /ace /over ANCHOR LOCAT/ON of basin. Local/on of special suppor/bar9 ��a 'a and oddifional brass socket setscrew shod 6"below�upperr * AT C.B. Wq L L be determined by the Engineer bar. ii a`' NUMBER Of ...*el \ C.f. 'D' CP. "W" BOLT NUMBER OF V \\ l0" —•- SUPPORTS "X'LENGTHS _ pl1 — 11~ 6" l7" S'to/0 / 2 \� Cr 12" 6" /B" /0'to/5' 2 3 \ l3' 7" l9" /S'to 20' 3 !, ?'.. /4" 6 20" 20'to 25' 4 5. q. • '. :., is" 9' 2l" A../r....,;./At.,10.J No.frate"„:10/41.e5 fo 30' S 6 � .•:; a No. Revision O�re TC CITY OF SAW bE12.1.UA12DIUO PUlbLIC. WOCLKS DEPT. PQ0TECT1014 5Arz APP�VE� r x1972 STANADNRD FOR -- ,z .t.,.. ,..,1 CATCH BASINS CITY ENGINEER 411 /--- P/o/ten onchor sufficient /o prevent turning —\ 3/4" Std. Go/v. \ wrought steel pipe., \ N"x 1" BrQ$5 4"�6o/v. Bay /',; \t\{Sockef se screw See Notes .) ' fVoria6/e i \ Drill*"hok2`� • \ y4"deep --,-__--z.-_--- -'-• h ...../ 5.. 't. I I 5" I �■....... `44" Vol. Go/v: Wrou h/Sled Cou P/in 9-/\ '� ( Drill qndto for 8"xrbrass Coupling to fit snug over entire length. `� socket set s� w / 34 of non-/apereds/d pipe thread) centered on Me cou�o%ng DETAIL OF ANCHOR rTopof Cotch Basin ii ' i 1 I TA ELEVATION a.,•A:. :d•••:: "X.. Length I "X" Length I „X" Length ./�•d .-..\\. 6. y .. 8 — . tl SECTION A- A NOTES: ■ ;' . •' ,: •:: .••1. All bars sho//be W.Go/v hot rolled steel 4 per A.S.T.M. Designo/ion A-7-SOT. 0 •`\:.17'.-7= .-:: Bar tens/Ks shot/got exceed 2/', and ` \\....�� .41:, sho//be cut'fo fit in field. !4/h en 'W" is over 2/', protection hors/So/icons-is/ When CE erceea4� SECTION SHOWING of/wo orrnore sections depending upon/eng/h /6 AA /ace /older ANCHOR LOCATION of basin. Location of special suppor/bars , '� and oddi/iono/brass socket setscrew shod 6"be%wiupper V * AT C.B. WA LL be de/ermined by the Engineer bor. II ah NUMBER OF Kw., \ CF 'D" Cf. "W" BOLT NUMBER OF V \\ /0„ SUPPORTS "X'L ENGTNS O?� — /l" 6" 17" .5'to/0' / 2 _ \� c. 12" 6" 18" /0'to IS' 2 3 \ 13' 7" /9" •/S'to 20' 3 4 ?•:. /4" 6 20" 20'to 25' 4 5 q'' _' /s" 9' 21" A v.I ew.ieJ Auic%.d No•Y�9 • .•,jlj/,,,p5 /o.30' 5 6 '' d'.'•.•d! 16" _ /0" 22" No. Re✓sion A/o,...r.al to CITY OF SARI 6ERIJA2DIUO PUBLIC. wocaK5 aEPT. P R. 0TE CT l O 14 13AIZ APP�VE i 19'TZ STANDARD FOR (7 e- ,mot_`.., CATCH BASINS CITY ENGINEER 411 • OTES it, A concrete collar 1's required nhe. e tl)e change in c)rode asceeds 0.10 ft. par foot. Z, Where pipes or di parent d i arneFers aro joined v.;tli a conor.sta collar, t.,and T shall be,those of the larger pipe . •cp D', or fl2 whichsysr is greater. 3 For pipe larger than 6s"o special collar detail is reel. l2„ L. T 4 ps . For p, ei3e not listed use next site larger It3" 1.0' S' 9 Om41- reinforcing an pipes 24-"and less in diameter und Z4" IP' G' on all pipes where onglaA is less than 10 3 •" 16' 6` G, Wh„sre re+r.F•rciny is required the dlarne+sr of 415" 1.5• 10` the circular ties shall be D4 .x wall EhialSresS\+$N 57` I.15' 10'• GO 1.15 11" Z When al is equal to or Ices than 1►2, on invert* fore l7b I I• cad when !101 is great-er them 02, join 5offit•e . 8,Pipe may be. corrugated metal Pipe,concrete pipe, or reinforced concrete pipe.. 4.0'12" —111411%.{./2 I „ • 1z3:5 Concrete Mix J ryP ~ I 41111111111171111171111141111ft ar New or Ex,'sr, Pipe Neu. or 1 • A it4 is,IZ 13'54 Circular 'Ties JA .1JYd N.• bit, Rewsienr App..rwd 47.4 CITY OF 4AM 6[R,MAQDINO•Puei.lc woaly5 SEPT APPa�EO STANDARD CQ MCZ.TL C Ot. t E, '�=' FOLZ. PI ODES ,2 1NC4.4 ES _ • . 412 THROL)G H GG 1NC4-4ES GiTY EWat)EER . ■ • At bars"z .oboof and Co boors *4( t6"o.C.or 2 below open,ng T closer ID- .min. .. 'l. 3" Moo:1 os :1 _ xe 1' (See Nei-e. 3) -'l i mi. -r e d A , varier. a, 1....._...112',4;n, d. r lkrya ; '1 .• �j i �._. �� `� t bars-2 above cowl *4.Q lb"o.c.or T 4k-.4 @ l e o.c. 2 bslew opening oser. 4 la•e.c.Or elo:el. �lGCTIQAI >�-, ���' 1�04 c bears Q if A1.._.YC$ V I. ReinFonoirr} l tits':rlsrar_a-ron, Face of 15 . tr " � 11 _attia a-. Hawn. r Z. lasiuif in ds-Fc ce.of eateP+basin- eon vkl Ira Cow Id CTIefts pit cof qt pnrsmsB a-opening nd be,nt ' I moron wane• snsln tone a boo.il;s.ncercang auk*eel for a iAi Face gof•catch basin wan Shall be 3 C e Emu_sholl.ka peur.4 weenolilhic with cofel, hiss sf-edge or duiksl;d+ctt::b Can- stc urn ncr$e a1nat a curved D basri-z and corns-with-et radAss of 3". 2 6.0.,A,opersinq 4. Floor OF s}rucl•ure shall he s+asl•trswaled4espn:.9Tine 't 5. C +ions shall be eonstruehed when . (a)Pipes 2"N,ru"CS"in di•nneh.r,inlet or oultet d� Angle A- tbsiar.'ss rss=.oP natal.. basin. o,c (es.W.l+a s)- (b)Angie 41,-for pilaw 24"Tru 3o•'in dinmeter, • //// 11'Mm, is TO•or i s55. ,. ere Min. t1`coal os ( Pipes,9S"+Hru 12"in diammie"-,role%or oullo4 •oa A (See Note 3) a I+,r u the .Side watt of catch basin. •41< IMIK .VarKr. fr h �/ kl\ . /-4q4111, *4-ak ta,"4:Lc...-. closer \` .0 bury ir PLAA! SIDE ce aw.c.1 iou e T C bars bars^ a T C Pars`ora ID 4, 41" T'/ ' 1s'• 4�t� 4%' Ws.. It" 4 It u 0 U" 5' o li • 44i • 54" t- o Sir' 0 d Go'. 16,''x. .v. /4941 Rw.ted JJlwrdore 4 .l..&4 )Ktal4Alr ri" T" l• C7• I4 Tt" II" No. 1 Rsvidion' 'fI AP CITY OF SAN oluo-Pusuc-wozw,s aUPT APP gD STANDARD No CONNgCTION 7'0 g el-.' �9 41 4, CATC 114 iA+1 hi poly pi PEE* S.., .)4.4,e_Ja II 114)C-164 L c ''$¢V 7Z 'mom 4 tr Carl ENGINEER j • ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL MOUNTED TO SIGNAL POST 1 ABBREVIATIONS ;•111 " .f, '+'� 1l Avenue =Ave I t��+ tI ' Alley =Alley 1I1� .,�J _' 1 d11L( l: ''-'11�3ti '' ll Boulevard =Blvd f (�� " Center =Ctr Circle =Cr Court =Ct CITY LOGO A BORDER, 7¢` FROM Drive =Dr ALL EDGES Highway Hwy Lane =Ln 14" Place =P1 BLADE , . =� I Parkway =Prkwy Rood =Rd (SIGNALIZED) 4 ,` �.. li State Route =Rte INTERSECTION ‘ I '1 ?'"ip'_� l 1 Street =St — Troll =Way=Tr WaCITY LOGO 6 2° Way ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL :4 itr- BLADE "'i ./�:1, 1R° °1`a 1 3/8` (UNSIGNAUZED) # INTERSECTION ly "g T CITY LOGO h" BORDER, 1b" FROM TOP c t� I 3)¢" �I -ne" DIA & BOTTOM SIGN BLADE MOUNTING � HOLE PATTERN . .„,,t1 1 '' `' 1 CITY LOGO 2” 2" 4" NOTE: STREET NAME & NUMBER SHALL 24" MIN BE CENTERED BOTH VERT & HORIZ 36" MAX OR AS (WITH 2Y{" CLEAR ON ENDS) ON APPROVED SIGN BLADE. MIN LETTER SPACING = 75% (F.H.W.A. STANDARD) 6° I 1 (9") SIGN BLADE SHALL BE 8 GAUGE (.128) FLAT ALUMINUM ALLOY WITH A .w DOUBLE FACE FINISH WHITE LETTERS & BORDER ON GREEN BACKGROUND. SIGN BLADE SHALL BE FABRICATED USING HIGH INTENSITY REFLECTIVE 1 4 SHEETING AND PERIMAN OVERLAY. (SEE SHT 2 FOR INSTALLATION). (14") (18") SIGN BLADE SHALL BE 8 GAUGE (.128) FLAT ALUMINUM ALLOY SINGLE FACED WITH WHITE LE■ ILItS & BORDER ON GREEN BACKGROUND. SIGN BLADE SHALL BE FABRICATED USING HIGH INTENSITY REFLECTIVE SHEETING AND PERIMAN OVERLAY. (SEE SHT 4 FOR INSTALLATION). i_ I I 't c a I San Bernar 1 Ino DETAIL I UPDA1ED.REVISED •REIMANN STD c 11/e/2' CITY LOGO NO. REVISION BY DATE APP OVER CITY OF SAN BERNARDINO APPRO D N V. 4,w STANDARD DEVELOPMENT SERVICES—PUBLIC WORKS/ENGINEERING NO. STREET NAME SIGN 0 ENG1FEIER 5 ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL B 'DE jveda da. (UNSIGNAUZED) INTERSECTION ® 0 a , g "; 4 orj 19 ® ATTACH SIGN BLADES TO SIGNAL POLE AT 96" FROM SIDEWALK USING BRACES WHEN SIGN BLADE IS 36" OR LONGER IN LENGTH. I I it \ 0 SIGN-TO-SIGN BRACKET; TELESPAR 514TCF200 (FOR SIGNS UP TO 1$" LG), RII TELESPAR 12OTCX200 (FOR SIGNS OVER 18" LG.).j� .280" WIDE SLOT. VANDAL-PRUF BOLTS 2NVPA12. � � O POST-TO-SIGN BRACKET; SUPR-LOK 2N97 SQX2. .280" MADE SLOT, VANDAL PRUF BOLTS 2NVPA12. I I ` f cc SIGNPOST; TELESPAR 2' SQ 12 GA. HELD TO A 2Y4" SQ x 30" 30 GA. H.D. • D °0 ANCHOR. • 0 w * u ® FOUNDATION; PORTLAND CONCRETE CLASS 500-C-2500 MAX SLUMP=5". • 00 {-3, ago N is. • R m D • X •U Q NOTE: 24" T o USE ZUMAR INDUSTRIES • —L (OR APPROVED EQUAL). t. I 'I- z rn DRIVE RIVET '1 ' co ANCHOR: J TELESPAR 2Yi" SQx30" 0 H.D. t UPDATED.ROWED t REDRAW S10 eft 11/6/2007 NO. REVISION ... _ BY O T& AP•ROVED _ CITY OF SAN BERNARDINO APPROVED Atir✓ At 24407 STANDARD DEVELOPMENT SERVICES--PUBLIC WOR!'KS/ENGINEERING NO. STREETNAME SIGN O Y 3 t J3a- z OF 5 66" MIN 1"t RADIUS t1Y LOGO TAIL} � WHITE GREEN (SEE DE " [IeT[12tEl to to i] gcc) WIDE WHITE 6 1" BORDER-4.•4 MIN- BORDER UNE 6" 6' MIN `ION - ILLUMI \IATED STREET NAME SIGN DETAIL FOR MAST ARM INSTALLATION NTS No 4 I Sau Beroar i 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. UPDATEp REVISED Is REDRAWN SM cPo 11/1/200 NO. MOON BY D.T€ AP•ROVED CITY OF SAN BERNARDINO APPROVED AIDE G, ta,7 STANDARD DEVELOPMENT SERVICES—PUBLIC WORKS/ENGINEERING NO. STREET NAME SIGN an a t. 33' 504 3OF5 0 CITY STREET SIGN Q SIGNFIX MEDIUM EXTRUSION (SX0073) 03 3M DOUBLE BACK TAPE 0 SIGNF1X MODIFIED CHANNEL CLAMP (SX 0222) 0 STEEL BANDING a MAST ARM BRACKET (SA -1000) (SA - 1000 EXTENSIONS) l►� I ZAP MANUFACTURING, INC. ill 0 VIEW B NTS tiALTERNATE INSTALLATION Q J F- B E. IA© 4 Z B �, A .==i); I I, --- -,------.... 4 . r Q tri a. 1'- -I - q i .., SIGNAL POST o x VIEW A MAST ARM .. NTS INSTALLATION PREFERRED 6 a fx � '7? D rn NOTE: - cn R USE ZAP MANUFACTURING, INC. ``' (OR APPROVED EQUAL) FOR o MAST ARM PREFERRED a INSTALLATION. o 0 USE ZUMAR PRODUCTS i (OR APPROVED EQUAL) FOR — l---4. ALTERNATE INSTALLATION. 1 umiIn.RENt5E0 a REDRAW STD at »/4!21X17 NO. REVISION ' BY DATE APPROVED CITY OF SAN BERNARDINO APPROVED MOY. G1 mow? STANDARD DEVELOPMENT SERVICES-PUBLIC WORKSYENGINEERING NO. 504 STREET NAME SIGN arr 4 of g F-- 1 1 l 1 BCR IF .... 2' c�i * .---2 1 c / : . - - MAJOR - - -STREET /' 1jBcR ct m (------ //'� $ -►BCR / k / .• i UV Z U re • ■) m - - - - MINOR— — — STREET - - al 0 m "T" INTERSECTION "+" INTERSECTION "L" INTERSECTION LEGEND DOUBLE SIGNS WITH OR WITHOUT R-1 i 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 1 UPDATED,WAND*REDRAWN 310 *Po 11/e/2007 4O. R> EON BY DA r- APPROVED CITY OF SAN BERNARDINO APPRO ED NOV D.T STANDARD DEVELOPMENT SERVICES—PUBLIC WORKS/ENGINEERING NO. STREET NAME SIGN arr 3'A. 504 3 OF5 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS WA Bros- \Br.om. ? A A ? 4 A E I 8.3%* 1wS%* I E L 8.3% 5%* • G • ' \ GF ,c. O o �� RIDGE` + 2% _ �� RIDGE' I` O EC R s'-' 004, m R • , G� R Ill LOW LINE —alms' I BC FLOW LINE �. I B L► STANDARD APPROACH ANGLED APPROACH ISEE NOTE 2 d1 I ;f d2 E—: SECTION SECTION A- A B-B W, ft 8' 10' 15' 20' 25' 30' W, mm (2400mm)(3000mm) (4500rnm) (6000mm' (7500mm) (9000mm) dl, ft 0.33' 0.42' 0.63' 0.83' 1.04' 1.25' MAX (100 mm) (125 mm)(188 mm) (250 mm; (313 mm) (375 mm) d2, ft 0.17' 0.25' 0.25' 0.25' 0.25' 0.25' MIN (50 mm) (75 mm) (75 mm) (75 mm) (75 mm) (75 mm) NOTES: 1. FOR CASE A, THE RADIUS OF THE CURB RETURN, R, IS EQUAL TO THE PARKWAY WIDTH. 2. ALLEY INTERSECTION SHALL BE PCC, CLASS 520—C-2500 (310—C-17), 6" (150 mm) THICK. CURB SHALL BE INTERGRAL TYPE "A". 3. ASTERISKS,*, SHOW MAXIMUM GRADES. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROWIAAIED BY INE STANDARD PLAN PUBLIC WORKS STANDARDS IN ORED OOK COMMITTEE ALLEY INTERSECTION 130-2 1964 REV.1999.2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 x CURB AND GUTTER U m CURB FACE filMI"A EDGE OF GUTTER i SEE NOTE 3 3 PCC ON CMB Z O SEE NOTE 3 F a tii F `' A F- L' IA r_AC PVMT W/2 w L W/2 c. TYPICAL BUS PAD SEE NOTE 2 W SEE NOTE 3 / [... PCC \ wasititimmiellik„ SIDEWALK I m _....a/ AC PVMT ` CURB \ _-- CMB AND GUTTER SECTION A-A SEE NOTE 11 ? E PCC EXISTING SIDEWALK E E E SEE NOTE 4 11 N N l w PCC _ .m ;.�� Yr +:: ;4:• CURB M w3] ..at o:� GUTTER } : .-.•Ec•, • . ..c.. till m .. 3/4 20 mm ma• EXISTING CURB !''-"—� •• :1,!,_m �.;ii ao ..,_....• AND GUTTER CMB CMB SEE NOTE 5 SECTION B-B SECTION C-C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY 111E STANDARD PLAN PUBLIC WORKSSTANDARDS INC. OREENBOOK CO CONCRETE BUS PAD 131-2 1993 REV. 1999. 2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 w E E Ix cv EXISTING GUTTER I s•-:' _ WIDTH OR W E 12' � v 2' (600 mm) o mm AC PAVEMENT C7�O SEE NOTE 6 PCC , JOIN F a m PCC N. W W , 14 at EXISTING CURB :17°. n mr SEE NOTE 4 ,...• CMB CMB SECTION D—D SECTION E—E SEE NOTE 14 c!" O i VOCISI PCC 1 TO 8 BATTER .1 m 7,111w CMB SECTION IDIES; 1. DIMENSIONS: (UNLESS OTHERWISE SHOWN) L = 85' 26 m) T = 8" 200 mm W = 10' (3 m) B = 6" (150 mm 2. USE SECTION B-B FOR EXISTING CURB AND GUTTER THAT IS TO REMAIN. USE SECTION C-C FOR NEW CURB AND GUTTER. USE SECTION D-D FOR EXISTING CURB THAT IS TO REMAIN. 3. USE SECTION E-E FOR EXISTING AC PAVEMENT. USE SECTION F-F FOR NEW AC PAVEMENT. 4. ENGINEER�SHALLMBE WHERE PCC EXISTING CONCRETE SURFACES PRIOR TO CONCRETTE PLACEMENT. 5. IF B + T IS 2. 300 mm (12"), CMB CHALL EXTEND UNDER NEW CURB AND GUTTER. 6. CONSTRUCT LONGITUDINAL WEAKENED-PLANE JOINT TO MATCH ADJOINING EXISTING GUTTER WIDTH, OR 2' `600 mm-) IF NO ADJOINING GUTTER EXISTS. 7. USE 2"x4" (50x100) HEADER TO FORM 3-1/2" (90 mm) STEP. TOP OF HEADER SHALL BE SET TO LINE AND GRADE. 8. ALL EXPOSED PCC CORNERS SHALL BE ROUNDED WITH A 1/2" (15 m) RADIUS. 9. SURFACE OF CONCRETE SHALL HAVE A ROUGH TRANSVERSE BROOM FINISH. 10. WHERE DESIGNATED BY THE ENGINEER, UNDESIRABLE SUBGRADE MATERIAL SHALL BE REMOVED AND REPLACED WITH CMB. 11. WHERE NEW CURB AND GUTTER IS CONSTRUCTED ADJACENT TO EXISTING SIDEWALK, SIDEWALK SHALL BE REMOVED AND REPLACED TO NEAREST SCORELINE. 12. CONSTRUCT TRANSVERSE WEAKENED PLANE JOINTS IN BUS PAD PAVEMENT AT APPROX. 10' (3 m') INTERVALS. 13. CONSTRUCT TRANSVERSE WEAKENED PLANE JOINTS IN BUS PAD PAVEMENT AT ALL EXISTING CURB/CURB & GUTTER CONSTRUCTION JOINTS AND WEAKENED-PLANE JOINTS. 14. AT THE OPTION OF THE ENGINEER THE EXISTING PAVEMENT MAY BE NEATLY SAWCUT AROUND THE DIMENSIONS OF THE BUS PAD AND CONCRETE POURED DIRECTLY USING THE EXISTING PAVEMENT AS A FORM. THE CONCRETE EDGES SHALL BE ROUNDED WI II„„ A 1/2- (15 mm) RADIUS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CONCRETE BUS PAD 131-2 SHEET 2 OF 2 NOTES: 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1" (25 mm) DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH, FLOOR OF MANHOLE CHAMBER SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED. 5. DIMENSIONS: W = 7' (2m) B = 20" (500 mm) Y = 24" (600 mm ) V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5' (3.5 m). V 1= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PLANS. H = NOTED ON THE PLANS. A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 6. PLACE CONNECTOR PIPES. AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MNIMUM 3" (80 mm) PIPE EMBEDMENT, ALL AROUND WITHIN THE CATCH BASIN WALL, AND 3 (75 mm) RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70' OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 7.. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED ON THE FRONT WALL OF THE MANHOLE CHAMBER OR THE DOWNSTREAM WALL OF THE MANHOLE CHAMBER AND THE MANHOLE MOVED DOWNSTREAM 12" (300 mm). STEPS SHALL BE SPACED 12" (300 mm) APART. THE TOP STEP SHALL BE 7" (175 mm) BELOW THE TOP OF THE MANHOLE AND PROJECT 2-1/2" (65 mm). ALL OTHER STEPS SHALL PROJECT 5" (130 mm). 8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' (2.1 m) ON CENTER (MAXIMUM) ALONG THE BACKWALL. 9. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 630 24" (610 mm) MANHOLE FRAME AND COVER 635 STEEL STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB OPENING CATCH BASIN WITH MANHOLE IN STREET 307-3 SHEET 2 OF 2 E BARS-2 ABOVE & 2 BELOW OPENING C BARS #4 0 18" M 3M 0 450 mm) ti� O.rt 12" (300 mm) MIN . . >f 0": 4• -� 3" (75 mm) MIN t.:.?:.:.:.. ''?v `��4y F / A 12" 300 mm MIN ° t -914/44■4 r.C. Adh./ N lig V►.►.� AIN :.:%: A ♦* BARS-2 ABOVE & 2 BELOW OPENING f y' 8" / \"\ 13M® 1 O 450 mm) ( O 18" 113M 0 450 mm) 9 C BARS SECTION A-A / e .3 PLAN CORNER CONNECTION •,,,‘ D BARS-2 ABOVE & •CO Q�Q 2 BELOW OPENING Hwy 6 12" 12" .41re s? f*. mm) N / (300 mm) MIN A \it 4�.1 3" (75 mm) R` k... ,)‹z„..‘ .., 01101416.=11111114=11nrimitiWrigrAvaarAN4110 N. 1...6<. _ Nh, \: . .. ..'. 018" 3M O 450 mm) / C BARS co h L PLAN SIDE CONNECTION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROMULGATED BY TIE PUBLIC WORKS STANDARDS.INC.. MONOLITHIC CATCH BASIN CONNECTION 308-2 OREFNB0OK COMMITTEE IBM REV. 199g. 2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 STRUCTURAL DATA C D&E C D&E B t BARS BARS B t BARS BARS 12" (300 mm) 4" (115 mm) 42" (1050 mm) 7 1/2" (190 mm) 15" (375 mm) 4-1/4" (115 mm) E 45" (1125 mm) 7 3/4" (190 mm) 18" (450 mm) 4-1/2" (115 mm) E 48" (1200 mm) 8" (215 mm) E 21" (525 mm) 5" (140 mm) - 51" (1275 mm) 8 1/2" (215 mm) 2 24" (600 mm) 5 1/4" (140 mm) E, 54" (1350 mm) 9" (240 mm) 0 27" (675 mm) 5 1/2" (140 mm) 4. 57" (1425 mm) 9 1/4" (240 mm) 30" (750 mm) 6" (165 mm) c0 60" (1500 mm) 9 1/2" (240 mm) 33" (825 mm) 6 1/4" (165 mm) O 63" (1575 mm) 10" (260 mm) 0 36" (900 mm) 6 1/2" (165 mm) 66" (1650 mm) 10 1/4" (260 mm) " 39" (975 mm) 7" (190 mm) 69" (1725 mm) 10 3/4" (280 mm) 72" (1800 mm) 11" (280 mm) FOR B GREATER THAN 72" (1800 mm) SEE PLANS NOTES 1. REINFORCING STEEL SHALL BE 1-1/2" (40 mm) CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2" (50 mm) CLEAR OF OPENING. 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3" (75 mm). 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN (B) ANGLE A FOR PIPES THROUGH 30" (750 mm) IN DIAMETER IS LESS THAN 70" OR GREATER THAN 110'. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MONOLITHIC CATCH BASIN CONNECTION 308-2 SHEET 2 OF 2 r—illso-A CASE A r----1 CURB OPENING 2' 600 mm WD I"'—CATCH BASIN PLAN WH R NO XST GUTTER B —— CURB FACE\ ; I r-0.1. _= POINT A' POINT 'B' POINT S POINT D/ POINT E qi ik A/GHr G 'T 7 E co ROGf) RADE 104 YO POINT F - B POINT G N K (•-111■•A L N FLOW FLOW OPEN I POINT D POINT A POINT C PROFILE POINT B r— 1 CURB OPENING CASE B I WD I CATCH BASIN PLAN c ,--.. — POINT A POINT B POINT C 4+ POINT D POINT E -- POINT F POINT G N L L N FLOW I ( FLOW —— POINT A OPEN POINT POINT B POINT C PROFILE U a W s E E al E E y. w Be 0 O q Oo N v OD O i SECTION A—A SECTION B—B SECTION C—C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION OKIED BY STANDARD PLAN PR0 FUEN LITOS�AND�D3 INC. LOCAL DEPRESSIONS AT CATCH BASINS _ °�� 4 313 3 ,994 REV. 1999, 2005,2000 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4 CASE C CUR C B-SIDE wD p CURB-OPENING PLAN GRATING I/GRANG CATCH BASIN w/ CATCH BASIN POINT Al POINT B' \ POINT D/ POINT E I POINT C S G YAO� STRA/GH7 SAO -- AIGVALI� V Y G E' POINT F ' LC C7 POINT G N L L N D - GRATE I I OPEN I -- POINT A POINT B I POINT D PROFILE POINT C r-i►D r•"`" CASE D r -1 CURB OPENING PLAN I WD CATCH BASIN /------' POINT Air POINT 8 CI S POINT D POINT E GRATING MANHOLE �4/cy & DEBRIS )kPdINT IN STREET 4Z(T C,Q m SKIMMER }- 40 F POINT F —1' STRAIGHT GRADE LeLPOINT G N K I EEY L N D GRATE OR MANHOLE I OPEN POINT A POINT 8 L 11 I POINT 0 PROFILE POINT C w 0 w a m= E g + GRATING it E r o MANHOLE .? r 1111111111111 • ' • SECTION D-D, SECTION E-E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN LOCAL DEPRESSIONS AT CATCH BASINS 313-3 SHE T2OF4 r 1 CURB OPENING CASE E I w D-I-- I CATCH BASIN rewc I I PLAN lirdir-&. POINT I --- POINT C POINT E LAC STRAIGHT GRADE i VALLEY I K K CASE F wD r a...c PLAN CURB-SIDE CURB-OPENING STRAIGHT GRADE GRATING I 1 CATCH BASIN w/ STRAIGHT GRADE VALLEY CATCH BASIN 111111111111111 GRATING VALLEY " POTNT B U-= POT C PONT E _ POINT P POINT R LAC K K CASE G C CURB OPENING PLAN STRAIGHT GRADE E. -I CATCH BASIN VALLEY I WD I STRAIGHT GRADE VALLEY _ _ ---- - =----=- POINT C 1„= = +��POINT B - MANHOLE ____ POINT E __ IN STREET POINT P POINT S LAC K GRATING K I & DEBRIS SKIMMER OPEN POINT B (CASE F AND G) POINT C (CASE E AND G PROFILE POINT B (CASE E) POINT C (CASE F CASFS F, F. G, STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN LOCAL DEPRESSIONS AT CATCH BASINS 313-3 SHEET3OF4 NOTES: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2" (15 mm) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. AT POINTS B AND C, THE CURB FACE SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H. (SEE APPLICABLE CATCH BASIN STANDARD PLAN.) 3. IN EXISTING STREETS WHERE NO PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND 0, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H, H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS. G = 24" (600mm) K = 5'-O" (1500 mm) L = 6'-0" (1800 mm) M = 4'-0" (1200 mm) N = 5'-O" (1500 mm) WD = CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN LOCAL DEPRESSIONS AT CATCH BASINS 313-3 SHEET 4 OF 4 , F I Di I F EDGES TO BE EDGE OF CONCRETE ROUNDED TO ro„, 3" (75 mm) R D BARS 3" (75 mm) OC [t.' tl I)" #3(#10M) TIE BA' r e P R=ID OF SPUR C At\ JC 4-#6(#19M), E BARSA -J�a IJ `, ■IJ13-3" (975 mm) LONG, `` 1 f;� i � 4-�l4 13M, H SEE NOTE 2 I'' _ % ��`1 BARS (/-0') =���:: 1 —#3(#10M) TIE BAR BAR mm) LONG D BARS ,� ,';1 4'-0 3" (75 mm) OC, SEE NOTE 9 Pk= 3-#4 (())#13M) J BARS 4'-8" (1.2 m) �� CONTINUOUS. AD ITIONAL OC DETAIL "N" F D2 F BARS 6" EDGE mm) OC (RINGS AND COVER NOT SHOWN) PLAN OF MANHOLE, SEE NOTE 2 (SEE NOTE 1) (SHAFT NOT SHOWN) MANHOLE FRAME STREET AND COVER PER GRADE SPPWC 630 �iii 24" (610 mm) ' Z w 5"x2 E 0 PIPE SEAT LEVEL, MANHOLE SHAFT 1111 (125 mm x 50 MR' Q SEE NOTE 8 PER SPPWC 32 PIPE SEAT H 53 I-1 3'-0" (900 mm E BARS w i` E BARS a _ TIE BARS to .Ll !'1 PTA, of N f3,STEPS � 75 mm TE BAR iwito o D BARS 5" (125 mm 2'-x' Y-4 F �� ��� J BARS ROUND EDGES l i'� 700 u� TO 3" (75 mm) R �`�Ikkeigal---/4/, SPRING LINE on�`, � INLET t` (450 mm)18" 0C BO ELEVATION tL GRADE POINTS,\ WAYS TO BE USED APPLIES T SEE NOTE 4 WHEN D mm) 0- SECTION B-B (1500 mm) O' SECTION A-A CONCRETE RINGS STREET GRADE PER SPPWC 324 5"x1" (125 mm x 25 mm) . RING SEAT OMIT THIS ' 2 H BARS STEP IN W PAVED _F-=---:.1:7 SEE TABLE STREETS �M � : VARIABLE ,,4%!1111111F-40, H BARS fi1.50 mm 6" (150 mm E BARS LL 16" 400 mm) FOR #3 or #4 (10M) PAVED STREETS, F L, TIE BARS 2'-2" (650 mm) FOR UNPAVED STREETS J BARS lag ROUND EDGES TO 3" (75 mm) R SECTION C-C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRIED BY MANHOLE PIPE-TO-PIPE STANDARD PLAN PUBLIC WORKS STMOAROS INC. °' 'B'°"r"' MAIN LINE ID=36' (900 mm) OR LARGER 320-2 REV. 1999 USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET 1 OF 4 i TABLE OF VALUES FOR F D2 F 36" (900 mm) 6 1/2" (165 mm) 39" (975 mm) 7" (180 mm) 42" (1050 mm) 7 1/2" (190 mm) 45" (1125 mm) 7 3/4" (195 mm) 48" (1200 mm) 8" (205 mm) 51" (1275 mm) 8 1/2" (215 mm) 54" ( 1350 mm) 9" (230 mm) 57" (1425 mm) 9 1/4" (235 mm) 60" (1500 mm) 9 1/2" (240 mm) 63" (1575 mm) 10" (255 mm) 66" ( 1650 mm) 10 1/4" (260 mm) 69" (1725 mm) 10 3/4" (275 mm) 72" (1800 mm) 11" (280 mm) 78" (1950 mm) 11 3/4" (300 mm) 84" (2100 mm) 12 1/2" (320 mm) 90" (2250 mm) 13 1/4" (335 mm) 96" (2400 mm) 14" (355 mm) 102" (2550 mm) 15 1/2" (395 mm) 108" (2700 mm) 16" (405 mm) 114" (2850 mm) 16 1/2" (420 mm) 120" (3000 mm) 17" (430 mm) 126" (3150 mm) 17" (430 mm) 132" (3300 mm) 17 1/2" (445 mm) 138" (3450 mm) 17 1/2" (445 mm) 144" (3600 mm) 18" (455 mm) TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX MIN MAX MIN A-A 2'-10 1/2" (867 mm) 3'-6" (1060 mm) C-C 11" (282 mm) 8 1/2" (217 mm) 16" (410 mm) 15" (380 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE PIPE-TO-PIPE 320-2 MAIN L NE D = 36" ( 900 mm) OR LARGER SHEET 2 OF 4 NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2" (867 mm) FOR PAVED STREETS OR 3'-6" (1060 mm) FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C-C AND DETAIL "N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C-C. WHEN DIAMETER Di IS 48" (1200 mm) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF DRAIN STORM � 1 L PLACE E BAR S YMMETR SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTERLINE CASE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2=96" (2400 mm) OR LESS, L=5'-6" (1.7 m), P=5" (130 mm) B. D2 OVER 96" (2400 mm), L=6'-0" (1.8 m), P=8" (210 mm) L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 6" (150 mm) OC. 4. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615, GRADE 40), AND SHALL TERMINATE 1 1/2" (40 mm) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 8. THICKNESS T SHALL NOT THAN� KA TO PROVIDE A BE LESS THAN THE TABULAR LEVEL SEAT BUT VALUES FOR F SHOWN ON SHEET 2. 9. D BARS SHALL BE #4 (#13M) FOR D 2=39" (975 mm) OR LESS, #5 (#16M) FOR D2= 42" (1050 mm1 TO 84" (2100 mm) INCLUSIVE AND #6 (#19M) FOR D2= 90" (2250 mm) OR OVER. 10. CENTERLINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TO 15" (375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" (600 mm) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL INSI USED OR THIS MANHOLE: EXCEPT IF T MAIN A. MAIN LINE = 36" (900 mm) EXCEPT THE LINE RCP DOWNSTREAM OF MANHOLE IS 36" (900 mm) TO 42" (1050 mm) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33" (825 mm) OR LESS SPPWC 321 SHALL BE USED. STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION zno—A MANHOLE „PI E oT0-m I OR LARGER JG L MAIN LINE ID = 36 90 , SHEET 3 OF 4 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTERLINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 30" (750 mm). 13. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 18. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 36" (914 mm) WITHOUT REDUCER 630 24" (610 mm) MANHOLE FRAME AND COVER 633 36" (914 mm) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE PI E-TO-PIPE 320-2 MAIN LINE ID = 36" (900 mm) OR LARGER SHEET 4 0F 4 C. MAIN UNE RCP OR ARCH,SEE NOTE MONOLITHIC J c",41 , SEE NOTE 1• H H 0 1, 't/ HtH 80 mm (3' MIN 1 0 i = I / C. LATERAL/ I � I I // CONNECTOR PIPE / n■I�r / G BARS lyt I V; 'el 1.1116; 150 mm) OC■relj 84 v W E Z_ MOUND lk r�� •¢ OR 14.1018" Z j 0 EDGE a: a O�IE g m) w p RO 3" R Y►_' v w a W • (75 mm)I Omni! E AND F BARS Z N w to .- terillir O 3"16M O 75 mm) OC, U m SEE NOTE 8 I E _ STATION POINT TABLE OF J-- r— __I v CONNECTOR PIPE I 3 MIN VALUES FOR T I SEE NOTE 3 °'`. I ) on mm) I STATION POINT B T LATERAL SEE NOTE 3 12' (300 mm) 5" (130 mm) PLAN 15" (375 mm) 5" (130 mm) 18" (4.50 mm) 5" (130 mm) 21" (525 mm) 5" (130 mm) fin?: 24" (600 mm) 5 1/2" (140 mm) SPUR O 4501 mm) 27" (675 mm) 5 1/2" (140 mm) C TIE BAR 30" (750 mm) 6" (150 mm) G BARS #4 O 6" 33" 825 mm 6 1/2" (170 mm) REINFORCING STEEL (#13M O 150 mm) 38" (800 mm) 6 1/2" (170 mm) 39" (975 mm) 7" (180 mm) E SPRING / / ' , �' [ 1 5" 130 mm m N E TIE BARS Nvi - g LINE ` i j/EDGES �..•_ CE BRS �` ) EL R >r���� G BARS �' 1 EL I S / O 3" (" -+r�� 4 . \` • F BARS #5 (4c16M) / 0 3" (75 mm OC / CONCRETE CRADLE, UNDISTURBED H H 450-C-2000 (265-C-14), I- EARTH SEE NOTE 9 SECTION Z—Z SECTION M—M STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PU9UC y�ASTMIDA=D3 INQ JUNCTION. tTRUCTURE-PIPE TO p 331-3 O^�°°19 NIT IDZ24 O mm) OR OD>1/2 1964 Itct4 1999.ttroa.2009 USE W1H STANDARD ECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF NOTES 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 24" (600 mm). B SHALL NOT EXCEED 0.75 D OR 39" (975 mm). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PLANS FOR LATERALS APPLY AT THE INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PLANS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTERLINE. 4. VALUES FOR A, B, C AND D SHALL BE SHOWN ON THE PLANS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PLANS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PLANS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 45', B IS LESS THAN OR EQUAL TO 24" (600 mm) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN 0.5 D: OTHERWISE, SPPWC 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 12" (300 mm) ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, (ASTM A 615M, GRADE 300), AND BE PLACED 1 1/2" (40 mm) CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 6" (150 mm). 11. FLOOR OF THE SPUR SHALL BE STEEL—TROWELED TO THE SPRING LINE OF THE SPUR. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN JUNCTION STRUCTURE-PIP TO PIPE 331-3 INLET ID=24 (600 mm) OR OD>1 2 MAIN UNE ID SHEET 2 OF 2 CALTRANS STANDARD PLANS • 2010 STANDARD PLAN A88A 4 m a ..� "y, o°°° io 2E HE. oa m � � m m O ■ E O E moo e+ p�- =33 Ls (' N w u 12' "1 J L Wm o O m m mO WOO J .° a // P2-8 cm -1.i +v 8 E O °s - , Qo O/ *&,.-_'',, aEppE Ob WD OY c 8 b� m_°2 'ma "u -Uc o$ . ~" 3°3:1' mg"c mo V . °9 to Vigo- g+n oi � .13 +t- zg W':,f.'!° . H. -6 m * E$ 4F, rn og° jYb :2 a oE5 EL . ° O J °m—Et ma- Go °` Lm m JE -c u; n _,6 mq z k.h -rill?, +c at of aY s_m ti 'et _ .—'kll t O 3 LL Ei.: q ° +D V-4 4.1 rE m0 0 0m Z z Q�W r•obai <_VuU� w+a 4 11 wa wwq bT it 379! o Eim og m ii° g0 0 in m FN1: c : PEA s�� m,- fx ^'i O i1�G �5 01rnl+' UL g `- :-} E! ?At,'wk, IOtm GOo C° p } u Q + 0 l',2 L-15 P60 0 On }Q Lcw aO 0 c?O 00En °5 D L +0 Cy V l'. 4--3+Oo '000 -E V t O 2." 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N __—'-- (0 W I- — �--_= 11 -- ---- II Q 4 z H11 _ - J -o WU �� W s= I. z o J I> f .el - W l I~ z m J N N a <Z J+ � �_---- --- — _ _ _ i> r v) 2• 0T i J ii II Q _ __ ---------- T _=_∎amp N - w N �. II I.- N 4 II - i G Il ` -, . r 7-11 N + e • � N .0 1 I`1 I f C/ e + + ° a ., - a 17 CALIFORNIA MUTCD STANDARDS California MUTCD Page 3A-4 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Jerre 3A-1O1(CA). Centerlines-2 Lane Highways FOR SPEEDS 65 km's (4C, riph OR LESS DETAIL 1 POCKY 14.14.(4e 3) i2i4er SO; Al 17471 Centerline pattern for use on two-lane streets pT ��f (tT p an M l il (normally used on local streets d DETAIL 2 14.114.411) LI)■ it4 s_u s t-u dd LS a Centerline pattern with pavement markers for t I p j. (Hit) inn i(Sit use on two-lane streets and highways. DETAIL 3 DETAIL 4 KUm(Sft) tees 244 a Ulm (2.44012.44•1 Alternate to Detail 2. For use at problem t d1q OM I �' l ON locations here It difficult to and --► Q ate i' maintain centerline because of R�a� sand, • FOR SPEEDS r km :t5 OR MORE DETAIL 5 1414e$411% Centerline pattern for use on two-lane streets 13.n a(12 111 rose as(NM Mil and hi (normally used on local streets DETAIL 6 14.114101114 markers for f 4 m ( 3.#e SAS.4 Centerline pattern with pavement ( f 1 {fail use on two-lane streets and highways. 0 DETAIL 7 UM s AM Alternate to Detail 6. For use at problem `-- La I us. I PUT 1 loons where it is difficult to and maintain centerline becausir of mo sand, Q 0 fit i U �i -1-a.r( LEGEND 100 mm(4 in)Yellow 0 Two4tery Yellow ReiroleneeaVit IBS DIrvcdon of Travel 0$en-1 ehors6eetira Yellow likIrkern NOT TO SCALE January 21,2010 Chapter 3A—General Part 3-Markings California MUTCD Page 3A-7 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-104(CA). No Passing Zones - Two Direction DETAIL 21 POLICY Two-direction no-passing pattern for use on "� = two-lane streets and trigs(money used on local streets and highways). See Note 2. �.�. 15 min(3 W DETAIL 22 1 7.320(24f11 I 7.32m C14 4 I 0 -�"im g in) Two-direction no-passing pattern with pavement —73mm(3in) markers for use on two-lane streets and ® as a 6s) highways. See Notes 1 and 2. •••• DETAIL 23 +. I 7.32m(2411) ( 7.32m(24 ft) I 0 0 0 0 0 0 0000000_7—_ mm p in) Alternate to Detail 22. For use with either Detail 000000 000000 4orO 7. —e• 112m(414—I I— -1 I-122m(4It) NOTES: 1. Pavement markers shown shall be off the placed solid line M Detail 22 may be placed on the line. State highways�line be placed on streets and highways under localai jurisdktion. LEGEND 140 mm(4 In)Yellow U Two-Way Yellow Markers —► Direction of Travel Yellow Markers NOT TO SCALE Chapter 3A—General January 21,2010 Part 3-Markings California MUTCD Page 3A-9 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-108(CA). Right Edge Line and Right Edge Line Extension Through Intersections DETAIL 27B POLICY Right Edge Line Right Edge Line pattern for use on all State highways may be used on local streets and —► highways. It Is generally dropped at the i beginning of the intersection flares on m _to m(2 tn) conventional highways. See also Detail 27C. On ramp s ft mma h�lgt�din advance of the exit Edge of Traveled Way DETAIL 27C Right Edge Line Extension Through Intersections I I P MIA(12 fq I E3 q I intersections h pattern for use to extend the right CI 1Wo 3i6m(72fU X91m edgeline through an intersection where climatic C7 G7 conditions, such as areas of heavy fog, may require additional guidance. LEGEND i 100 mm(4 in) White --0 Direction of Travel NOT TO SCALE (This space left intentionally blank) Chapter 3A—General January 21,2010 Part 3-Markings California MUTCD Page 3A-16 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-112(CA). Channelizing Line and Lane Line/Centerline Extensions DETAIL 38-C.hann eIIZhlg Line POLICY dtannetizing tine for use on Left-Turn or { 200 mat(8 While Line ht Turn lanes on State highways. Pavement I ....–=50 d„0� traffic should be place on the El I 73200410 I 132,14411 I Tin Traffic --I. DETAIL 38A-Channelizing Line I T channelizing line for use on Let Tum or I 200 nun(8 in)White Line �t-Tum lanes on local streets and highways and freeway off-ramp terminals. DETAIL 388-Channelizing Line at Exit Ramps 0 0 al 1--w Null a ink Typical Markers saa�shown may also be placed { 20o mm(8 M White Line 1_ on the line. 5anmaiM 732 m (2181 I 011 IJI I 732 m(4 ft) 1 1 DETAIL 38C-Alternate to Detail 38 and 38B 1888881888881 E E 7,32 m(241) DETAIL 39-Bike Lane Line I 158 nnn(a in)White Line I DETAIL 39A-Bike Lane Intersection Line lea 311 m(lefli n e®(net) tit 4 1 1 I 1 I 1.44m 122. .01p. 1 pin i !4 M 1 139 emn(ii WANE Lime DETAIL 40-Lane Line Extension Through Intersections p The Lane Line Extension Intersections 8is mi 1.3 m r1 tine is used to extend the through an I (1 I)! PM 1 198 mre(4 in)White Line might otherwise be confusing to the motorist DETAIL 40A-Alternate to D 40 0 0 lio t 0 0 0 0 i 112.i While Markers DETAIL 41-Centerline Extension Through intersections Ei= Ma The Centerline Extension -Through Intersections 11410 $tD I mea(4 in)Yellow Line Nee is used to extend the corderffre llwough_an interim:don that might otherwise be - rstra ba the motorist DETAIL 41A-Alternate to Detaff 41 0 0 ft 0 0 o 0 MOT TO SCALE I tea I l beer Mow Markers Line _ M D ( ( White e ► while Markers — of Travel Yellow Markers 0 One- y Clear Retroreflective Markers January 21,2010 Chapter 3A—General Part 3-Markings California MUTCD Page 3B-1 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) CHAPTER 3B.PAVEMENT AND CURB MARKINGS Section 3B.01 Yellow Centerline Pavement Markings and Warrants, Standard: Centerline pavement markings,when used,shall be the pavement markings used to delineate the separation of traffic lanes that have opposite directions of travel on a roadway and shall be yellow. Option: Centerline pavement markings may be placed at a location that is not the geometric center of the roadway. On roadways without continuous centerline pavement markings,short sections maybe marked with centerline pavement markings to control the position of traffic at specific locations,such as around curves, over hills,on approaches to highway-railroad grade crossings,at highway-railroad grade crossings,and at bridges. Standard: The centerline markings on two-lane,two-way roadways shall be one of the following as shown in Figure 3B-1: A.Two-direction passing zone markings consisting of a normal broken yellow line where crossing the centerline markings for passing with care is permitted for traffic traveling in either direction; B. One-direction no-passing zone markings consisting of a normal broken yellow line and a normal solid yellow line where crossing the centerline markings for passing with care is permitted for the traffic traveling adjacent to the broken line,but is prohibited for traffic traveling adjacent to the solid line; and C.Two-direction no-passing zone markings consisting of two normal solid yellow lines where crossing the centerline markings for passing is prohibited for traffic traveling in either direction. The centerline markings on undivided two-way roadways with four or more lanes for moving motor vehicle traffic always available shall be the two-direction no-passing zone markings consisting of two normal solid yellow lines as shown in Figure 3B-2. Guidance: On two-way roadways with three through lanes for moving motor vehicle traffic,two lanes should be designated for traffic in one direction by using one-or two-direction no-passing zone markings as shown in Figure 3B-3. Standard: Centerline markings shall be placed on all paved urban arterials and collectors that have a traveled way of 6.1 m(20 ft)or more in width and an ADT of 6,000 vehicles per day or greater. Centerline markings shall also be placed on all paved two-way streets or highways that have three or more lanes for moving motor vehicle traffic. Guidance: Centerline markings should be placed on paved urban arterials and collectors that have a traveled way of 6.1 m(20 ft)or more in width and an ADT of 4,000 vehicles per day or greater.Centerline markings should also be placed on all rural arterials and collectors that have a traveled way of 5.5 m(18 ft)or more in width and an ADT of 3,000 vehicles per day or greater.Centerline markings should also be placed on other traveled ways where an engineering study indicates such a need. Engineering judgment should be used in determining whether to place centerline markings on traveled ways that are less than 4.9 m(16 ft)wide because of the potential for traffic encroaching on the pavement edges,traffic being affected by parked vehicles,and traffic encroaching into the opposing traffic lane. Option: Centerline markings may be placed on other paved two-way traveled ways that are 4.9 m(16 ft)or more in width. If a traffic count is not available,the ADTs described in this Section may be estimates that are based on engineering judgment. January 21,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-2 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Standard: Centerline patterns shall be selected from those shown in Figures 3A-101(CA)and 3A-104(CA). Raised retroreflective pavement markers shall be used to supplement the centerline markings on State highways,except in snow areas. Support: On horizontal curves with radii less than 1000 m(3280 ft)and without street lighting,Detail 22 instead of Detail 21 can be helpful in improving the delineation for centerline markings as it includes retroreflective raised pavement markers. Detail 22 can be applied in advance of the approach to the curve per Table 2C-4 and continued throughout the length of the curve. Refer to CVC 21460 for Double Lines. Refer to CVC 21460.5 for Two-Way Left-Turn Lanes. Standard: A left edge line shall consist of a solid 100 mm(4 in)wide yellow line,yellow reflective pavement markers or a combination of line and markers as shown in Figure 3A-105(CA). Option: Two normal solid yellow lines may be used as a left edge line on a divided roadway for more emphasis when motorists tend to use the shoulder for a through lane or where encroachments onto the shoulder occasionally occur. Support: Left edge line patterns for median islands are shown in Figure 3A-107(CA). Section 3B.02 No-Passing Zone Pavement Markings and Warrants, Standard: No-passing zones shall be marked by either the one direction no-passing zone pavement markings or the two-direction no-passing zone pavement markings described previously and shown in Figures 3B-1 and 3B-3. When centerline markings are used,no-passing zone markings shall be used on two-way roadways at lane reduction transitions(see Section 3B.09) and on approaches to obstructions that must be passed on the right(see Section 3B.10). Guidance: ..a; -- ---- - -- --- - .. _ ! . • !! - , .. Standard: If the gap between successive no-passing zones is less than the sight distance for the prevailing speed shown in Table 38-1,the no-passing zone shall be continuous. Where centerline markings are used,no-passing zone markings shall be used on approaches to highway-rail grade crossings in conformance with Section 8B.20. Option: In addition to pavement markings,no-passing zone signs (see Sections 2B.29,2B30,and 2C.35)may be used to emphasize the existence and extent of a no-passing zone. Support: Section 11-307 of the"Uniform Vehicle Code(UVC)Revised"contains further information regarding no-passing zones.The"INC"can be obtained from the National Committee on Uniform Traffic Laws and Ordinances at the address shown on Page i. Standard: On two-way,two-or three-lane roadways where centerline markings are installed,no-passing zones shall be established at vertical and horizontal curves and other locations where an engineering study indicates that passing must be prohibited because of inadequate sight distances or other special conditions. On three-lane roadways where the direction of travel in the center lane transitions from one direction to the other,a no-passing buffer zone shall be provided in the center lane as shown in Figure 3B-4.A lane transition shall be provided at each end of the buffer zone. The buffer zone shall be a median island that is at least 15 m(50 ft)in length. January 21,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-3 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Guidance: For three-lane roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the lane transition taper length should be computed by the formula L=0.62 WS for speeds in km/h(L=WS for speeds in mph).For roadways where the posted or statutory speed limit is less than 70 km/h(45 mph),the formula L=WS2/155 for speeds in km/h(L=WS2/60 for speeds in mph)should be used to compute taper length.Under both formulas,L equals the taper length in meters(feet),W equals the width of the center lane or offset distance in meters(feet),and S equals the 85th-percentile speed or the posted or statutory speed limit,whichever is higher. Standard: The minimum lane transition taper length shall be 30 m(100 ft)in urban areas and 60 m(200 ft) in rural areas. On roadways with centerline markings,no-passing zone markings shall be used at horizontal or vertical curves where the passing sight distance is less than the minimum necessary for reasonably safe passing at the 85th-percentile speed or the posted or statutory speed limit as shown in Table 3B-1.The passing sight distance on a vertical curve is the distance at which an object 1.07 m(3.5 ft)above the pavement surface can be seen from a point 1.07 m(3.5 ft) above the pavement(see Figure 3B-5). Similarly,the passing sight distance on a horizontal curve is the distance measured along the centerline(or right-hand lane line of a three-lane roadway)between two points 1.07 m(3.5 ft)above the pavement on a line tangent to the embankment or other obstruction that cuts off the view on the inside of the curve(see Figure 3B-5). Support: The beginning of a no-passing zone at point"a"in Figure 3B-5 is that point where the sight distance first becomes less than that specified in Table 3B-1.The end of the no-passing zone at point"b"in Figure 3B-5 is that point at which the sight distance again becomes greater than the minimum specified. Support: Refer to CVC 21750 through 21759 for overtaking and passing. Refer to CVC 21460 for Double Lines. CVC 21752 restricts passing(driving on left side of a two-way roadway)when approaching within 30 m(100 ft)of or when traversing any intersection or railroad grade crossing. CVC 21752 also restricts passing(driving on left side of a two-way roadway)when the view is obstructed upon approaching within 30 m(100 ft)of any bridge,viaduct,or tunnel. The patterns and policy for intersection markings are shown in Figure 3A-109(CA). Standard: No-passing zone patterns shall be selected from those shown in Figures 3A-103(CA)and 3A-104(CA). Guidance: The no-passing zone markings at intersections,when used,should be between 30 m(100 ft)and 90 m(300 ft)in length at the approach to an intersection and placed in a pattern as shown in Figure 3A-109(CA). Section 3B.03 Other Yellow Longitudinal Pavement Markings Standard: If reversible lanes are used,the lane line pavement markings on each side of reversible lanes shall consist of a normal double broken yellow line to delineate the edge of a lane in which the direction of travel is reversed from time to time,such that each of these markings serve as the centerline markings of the roadway during some period(see Figure 3B-6). Signs(see Section 2B.25),lane-use control signals (see Chapter 4J),or both shall be used to supplement reversible lane pavement markings. If a two-way left-turn lane that is never operated as a reversible lane is used,the lane line pavement markings on each side of the two-way left-turn lane shall consist of a normal broken yellow line and a normal solid yellow line to delineate the edges of a lane that can be used by traffic in either direction as part of a left-turn maneuver.These markings shall be placed with the broken line toward the two-way left-turn lane and the solid line toward the adjacent traffic lane as shown in Figure 3B-7. January 21,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-4 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Option: Pavement marking arrows may be used in conjunction with the two-way left-turn lane markings as shown in Figure 3B-7. Guidance: Signs should may be used in conjunction with the two-way left turn markings(see Section 2B.24). Standard: If a continuous median island formed by pavement markings separating travel in opposite directions is used,two sets of double solid yellow lines shall be used to form the island as shown in Figures 3B-2 and 3B-4.Other markings in the median island area shall also be yellow,except crosswalk markings which shall be white(see Section 3B.17). On State highways,reversible lanes shall be separated by physical barriers or delineators. Support: A two-way left-turn lane is a lane reserved in the center of a highway for exclusive use of left or U-turning vehicles. Refer to CVC 21460.5. It is normally used where there are many points of access. Standard: The two-way left-turn lane markings shall be selected from those shown in Figure 3A-108(CA). Option: Optional treatments at signalized,major and minor intersections as shown in Figure 3B-7(CA)may be used. Two-way opposing pavement arrows may be used as shown in Figure 3B-7(CA).The arrows may be supplemented by Two-Way Left Turn Lane(R67(CA))sign at new installations and problem locations. Guidance: A gap in the markings should be made at all intersections. Support: For left turn channelization,see Figure 3B-101(CA)and Department of Transportation's Highway Design Manual, Section 405.2.See Section 1A.11 for information regarding this publication. Channelized left-turn lanes in combination with continuous raised-curb medians are used instead of two-way left- turn lanes(TWLTL)if one or more of the following conditions exist: • Average daily traffic volumes exceed 20,000 vehicles per day • For remediation where there is a demonstrated crash problem, • Wherever a need is demonstrated through engineering study. Section 3B.04 White Lane Line Pavement Markings and Warrants Standard: When used,lane line pavement markings delineating the separation of traffic lanes that have the same direction of travel shall be white. Support: Examples of lane line markings are shown in Figures 3B-2,3B-3,3B-7 through 3B-13,3B-22,3B 21 3B- 23(CA),and 3B-26. Standard: Where crossing the lane line markings with care is permitted,the lane line markings shall consist of a normal broken white line. Where crossing the lane line markings is discouraged,the lane line markings shall consist of a normal solid white line. Option: Solid white lane line markings may be used to separate through traffic lanes from auxiliary lanes,such as uphill truck lanes,left-or right-turn lanes,and preferential lanes.They may also be used to separate traffic lanes approaching an intersection. Wide solid lane line markings may be used for greater emphasis. Standard: Where crossing the lane line markings is prohibited,the lane line markings shall consist of two normal solid white lines. Lane line markings shall be used on all freeways and Interstate highways. January zl,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-5 (FHWA's MUTCD 2003 including Revisions1 and 2,as amended for use in California) Guidance: Lane line markings should be used on all roadways with two or more adjacent traffic lanes that have the same direction of travel.Lane line markings should also be used at congested locations where the roadway will accommodate more traffic lanes with lane line markings than without the markings. Standard: Lane tine patterns shall be selected from those shown in Figure 3A-1 02(CA).Detail 9 or 10(65 km/h(40 mph) or less)or Detail 12 or 13(70 km/h(45 mph)or more)shall be used on State freeways,expressways,freeway ramps,freeway to freeway connectors and collector roads,except when used in snow areas,the raised pavement markers will be recessed. Section 3B.05 Other White Longitudinal Pavement Markings, Standard: A channelizing line shall be a wide or double solid white line. Option: Channelizing lines may be used to form channelizing islands where traffic traveling in the same direction is permitted on both sides of the island. Standard: Other pavement markings in the channelizing island area shall be white. Support: Examples of channelizing line applications are shown in Figures 3B-8 3B-8(CA),3B 9 3B-9(CA),and 3B- 13. Channelizing lines at exit ramps as shown in Figure 3B4 313-8(CA)define the neutral area,direct exiting traffic at the proper angle for smooth divergence from the main lanes into the ramp,and reduce the probability of colliding with objects adjacent to the roadway. Channelizing lines at entrance ramps as shown in Figure 3B 9 3B-9(CA)promote reasonably safe and efficient merging with the through traffic. Standard: For exit ramps,channelizing lines shall be placed along the sides of the neutral area adjacent tot the through traffic lane and the ramp lane.With a parallel deceleration le tion lane,a One (8 roam of do entire white lane drop line shall be extended from the beginning the for i ' f o '' "the length of the full-width deceleration lane as shown in Figure 3B-8 3B- 8(CA). Option: White chevron markings may be placed in the neutral area for special emphasis as shown in Figure 3B g 3B-8(CA). Guidance: For entrance ramps,a channelizing line should be placed along the side of the neutral area adjacent to the ramp lane. For entrance ramps with ce a oparallel ne half the entire length of the full-width acceleration ation lane the s shown in channelizing line for a distance 3B 9 3B-9(CA). Option: placed to extend the For entrance ramps with a tapered acceleration lane,lane line marking s may e p channelizing line,but not beyond a point where the tapered lane meets the near side of the through traffic lane as shown in Figure 3B-9 38-9(CA). Standard: be used in advance of lane Lane drop markings as shown in Figure 341A 3B-10(CA)may drops at exit ramps to distinguish a lane drop from a normal exit ramp or from an auxiliary lane. Option: The lane drop marking may consist of a wide,white dotted line with line segments 0.9 m(3 ft)in length separated by 2.7 m(9 ft)gaps. Guidance: January 21,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-6 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) If used,lane drop markings should begin 800 m(0.5 mi)in advance of the theoretical gore point. If the dropped lane is an auxiliary lane 0.8 km(1/2 mi)or less in length,the lane drop line should extend throughout I the entire length. Option: Where lane changes might cause conflicts,a wide solid white channelizing line may extend upstream from the theoretical gore point. Standard: The lane drop line pattern shall be as shown in Figure 3A-111(CA). Support See Figures 3A-111(CA), 38-8(CA),38-9(CA),3B-10(CA), 38-12(CA)and 3B-107(CA)for further details of markings and signing. Option: A 200 mm(8 in)wide single solid white line preceded by a 200 mm(8 in)wide dotted white line may be placed in advance of an intersection where the outside lane is dropped at the intersection,and as a result,creates a mandatory turn lane. Standard: If used,diagonal lines shall be the same color as the edge line. Section 3B.06 Edge Line Pavement Markings Standard: If used,edge line pavement markings shall delineate the right or left edges of a roadway. Except for dotted edge line extensions(see Section 3B.08),edge line markings shall not be continued through intersections or major driveways. If used on the roadways of divided highways or one-way streets,or on any ramp in the direction of travel,left edge line pavement markings shall consist of a normal solid yellow line to delineate the left edge of a roadway or to indicate driving or passing restrictions left of these markings. If used,the right edge line pavement markings shall consist of a normal solid white line to delineate the right edge of the roadway. Guidance: Edge line markings should not be broken for minor driveways. Support: Edge line markings have unique value as visual references to guide road users during adverse weather and visibility conditions. Option: Wide solid edge line markings may be used for greater emphasis. Standard: A right edge line shall consist of a solid 100 mm(4 in)wide white line. Guidance: The edge fine should be placed 50 mm(2 in)in from the edge of traveled way,approximately 3.6 m(12 ft)from the lane line or centerline on highway mainlines,ramps,and connectors.See Figure 3A 106(CA). Generally,the solid edge line should be dropped at the beginning of intersection flares. Option: In heavy fog areas,or locations where additional guidance would be beneficial,a dotted 100 mm(4 in)wide white right edge line may be continued across an intersection. Support: Edge line is not used at turnouts.See Figure 3B-108(CA). Standard: Exit and entrance ramps, including freeway connectors,shall be marked with a yellow edge line supplemented with yellow reflective pavement markers on the left and a white edge line on the right.See Figure 3A-105(CA). January 21,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-7 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Section 3B.07 Warrants for Use of Edge Lines Standard: Edge line markings shall be placed on paved streets or highways with the following characteristics: A.Freeways; B.Expressways;and C.Rural arterials with a traveled way of 6.1 m(20 ft) or more in width and an ADT of 6,000 vehicles per day or greater. Guidance: Edge line markings should be placed on paved streets or highways with the following characteristics: A.Rural arterials and collectors with a traveled way of 6.1 m(20 ft)or more in width and an ADT of 3,000 vehicles per day or greater. B.At other paved streets and highways where an engineering study indicates a need for edge line markings. Edge line markings should not be placed where an engineering study or engineering judgment indicates that providing them is likely to decrease safety. Option: Edge line markings may be placed on streets and highways with or without centerline markings. Edge line markings may be excluded,based on engineering judgment,for reasons such as if the traveled way edges are delineated by curbs,parking,bicycle lanes,or other markings. Edge line markings may be used where edge delineation is desirable to minimize unnecessary driving on paved shoulders or on refuge areas that have lesser structural pavement strength than the adjacent roadway. Standard: Edge lines shall be used on all State highways,except urban type streets with curbs and parking provisions. Option: The Two-Way Traffic(W6-3)sign may be used in conjunction with edge lines at locations where motorists could perceive that they are on a one-way roadway when, in fact,they are on a two lane,two-way highway.See Section 2C.34 for W6-3 sign. Section 3B.08 Extensions Through Intersections or Interchanges Standard: Pavement markings extended into or continued through an intersection or interchange area shall be the same color as the line markings they extend(see Figure 3B-11). Option: A normal line may be used to extend a wide line through an intersection. Guidance: Where highway design or reduced visibility conditions make it desirable to provide control or to guide vehicles through an intersection or interchange,such as at offset,skewed,complex,or multilegged intersections,on curved roadways,or where multiple turn lanes are used,dotted line markings should be used to extend longitudinal line markings through an intersection or interchange area. Option: Dotted edge line extensions may be placed through intersections or major driveways. Guidance: Where greater restriction is required,solid lane lines or channelizing lines should be extended into or continued through intersections or major driveways.However,edge lines should not be extended into or continued through intersections or major driveways as solid lines. A single line of equal width to one of the lines of the double line should be used to extend a double line through an intersection. To the extent possible,pavement marking extensions through intersections should be designed in a manner that minimizes potential confusion for drivers in adjacent or opposing lanes. Support: See Figure 3A-1 12(CA),Detail 40 and 40A for lane line extensions. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-8 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Section 3B.09 Lane Reduction Transition Markings Standard: Where pavement markings are used,lane reduction transition markings shall be used to guide traffic through transition areas where the number of through lanes is reduced,as shown in Figure 3B- 42-3B-12(CA).On two-way roadways,no-passing zone markings shall be used to prohibit passing in the direction of the convergence,and shall continue through the transition area. Guidance: For roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the transition taper length for a lane reduction should be computed by the formula L=0.62 WS for speeds in km/h(L=WS for speeds in mph).For roadways where the posted or statutory speed limit is less than 70 km/h(45 mph),the formula L=WS2/155 for speeds in km/h(L=WS2/60 for speeds in mph)should be used to compute taper length.Under both formulas,L equals the taper length in meters(feet),W equals the width of the offset distance in meters(feet), and S equals the 85th-percentile speed or the posted or statutory speed limit, whichever is higher. Where observed speeds exceed posted or statutory speed limits,longer tapers should be used. Option: On new construction,where no posted or statutory speed limit is established,the design speed may be used in the transition taper length formula. Guidance: Lane line markings should be discontinued one-quarter of the distance between the Lane Ends sign(see Section 2C.33)and the point where the transition taper begins. Edge line markings should be installed from the location of the warning sign to beyond the beginning of the narrower roadway. Support: Pavement markings at lane reduction transitions supplement the standard signs. Typical lane reduction transitions(four lane to two lane)and transitions from two lanes to four lanes are shown in Figure 38-12(CA). Section 3B.10 Approach Markings for Obstructions Standard: Pavement markings shall be used to guide traffic away from fixed obstructions within a paved roadway.Approach markings for bridge supports,refuge islands,median islands,and raised channelization islands shall consist of a tapered line or lines extending from the centerline or the lane line to a point 0.3 to 0.6 m(1 to 2 ft)to the right side,or to both sides,of the approach end of the obstruction(see Figure 3B-13). Guidance: For roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the taper length of the tapered line markings should be computed by the formula L=0.62 WS for speeds in km/h(L=WS for speeds in mph).For roadways where the posted or statutory speed limit is less than 70 km/h(45 mph),the formula L=WS2/155 for speeds in km/h(L=WS2/60 for speeds in mph) should be used to compute taper length.Under both formulas,L equals the taper length in meters(feet),W equals the width of the offset distance in meters(feet), and S equals the 85th-percentile speed or the posted or statutory speed limit, whichever is higher. Standard: The minimum taper length shall be 30 m(100 ft)in urban areas and 60 m(200 ft)in rural areas. Support: Examples of approach markings for obstructions in the roadway are shown in Figure 3B-13. Option: Where observed speeds exceed posted or statutory speed limits,longer tapers may be used. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-9 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Standard: If traffic is required to pass only to the right of the obstruction,the markings shall consist of a two- direction no-passing zone marking at least twice the length of the diagonal portion as determined by the appropriate taper formula(see Figure 3B-13). Option: If traffic is required to pass only to the right of the obstruction,yellow diagonal approach markings may be placed in the neutral area between the no-passing zone markings as shown in Figure 3B-13. Other markings,such as yellow delineators,raised pavement markers,and white crosswalk pavement markings, may also be placed in the neutral area. Standard: If traffic can pass either to the right or left of the obstruction,the markings shall consist of two channelizing lines diverging from the lane line,one to each side of the obstruction.In advance of the point of divergence, a solid wide white line or solid double normal white line shall be extended in place of the broken lane line for a distance equal to the length of the diverging lines(see Figure 3B-13). Option: If traffic can pass either to the right or left of the obstruction,additional white markings may be placed in the neutral area between the channelizing lines as shown in Figure 3B-13. Section 3B.11 Raised Pavement Markers Standard: A raised pavement marker shall be a device with a height of at least 10 mm(0.4 in)mounted on or in a road surface that is intended to be used as a positioning guide or to supplement or substitute for pavement markings or to mark the position of a fire hydrant. The color of raised pavement markers under both daylight and nighttime conditions shall conform to the color of the marking for which they serve as a positioning guide,or for which they supplement or substitute. Option: Blue raised pavement markers may be used to mark the positions of fire hydrants. Support: Retroreflective and internally illuminated raised pavement markers are available in monodirectional and bidirectional configurations. The bidirectional marker is capable of displaying the applicable color for each direction of travel. Guidance: Nonretroreflective raised pavement markers should not be used alone,without supplemental retroreflective or internally illuminated markers,as a substitute for other types of pavement markings. Directional configurations should be used to maximize correct information and to minimize confusing information provided to the road user.Directional configurations also should be used to avoid confusion resulting from visibility of markers that do not apply to the road user. The spacing of raised pavement markers used to supplement or substitute for other types of longitudinal markings should correspond with the pattern of broken lines for which the markers supplement or substitute. Standard: ... • .- . . 0. • . . • • • . . . ... .. • . 38.13 and 3B.14). The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A-112(CA).See Section 3A.05. Support: Figures 9-20 through 9-22 in the"Traffic Control Devices Handbook"(see Section 1A11)contain additional information regarding the spacing of raised pavement markers on longitudinal markings. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-10 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Support Raised pavement markers are not normally placed where snow plows would damage the markers and require an unusual amount of replacement. Guidance: When used in these areas,they should be recessed,as shown in Department of Transportation's Standard Plan A20-D.See Section 1A.11 for information regarding this publication. Advance Markers, Option: Advance Markers at exit ramps may be used to help motorists locate exit ramps in heavy fog areas. Support The Advance Markers consist of a 3-2-1 countdown pattern of one-way clear reflective pavement markers.The pattern consists of three markers placed on the right shoulder 640 m(2100 ft)in advance of the neutral area(gore),two markers at 425 m(1400 ft)and one marker at 215 m(700 ft).The markers are placed on a line perpendicular to the lane line at 0.3 m(1 ft)spacing beginning 50 mm(2 in)off the edge of traveled way. Location Markers for Fire Hydrants Option: Blue raised reflective pavement markers, may be placed on a highway,street,or road,to mark fire hydrant and/or water supply locations. Standard: The blue raised reflective pavement markers shall not be used for any other purpose. Local agencies shall not place blue reflective pavement markers on a State highway unless they first obtain an encroachment permit from the Department of Transportation.The agency responsible for the placement shall also be responsible for the maintenance and replacement.See Section 13060,of the Health and Safety Code. See Section 1A.11 for information regarding this publication. Guidance: In general,the blue reflective pavement markers should be placed 150 mm(6 in)from the centerline stripe,or approximate center of the pavement where there is no centerline stripe,on the side nearest the fire hydrant. When placed on expressways.freeways and freeway ramps,they should be placed on the shoulder,0.31 m(1 ft)to the right of the edge line,opposite the fire hydrant.Typical marker locations are shown on Figure 3B-102(CA). Option: Because fire hydrants adjacent to freeways may be out of the right-of-way and, in many locations,out of view from the freeway,some fire districts may want to install small supplemental signs(S9(CA)and S10(CA))or markings to identify the hydrant number or distance to the hydrant.These installations are optional and at the discretion of the Department of Transportation's Districts. Section 3B.12 Raised Pavement Markers as Vehicle Positioning Guides with Other Longitudinal Markings Option: Raised pavement markers may be used as positioning guides with longitudinal line markings without necessarily conveying information to the road user about passing or lane-use restrictions.In such applications,markers may be positioned between the two lines of a one-way or two-way no-passing zone marking or positioned in line with or immediately adjacent to single solid or broken centerline or lane line markings. Suppoft gap(sce Section 31111). Option: Where it is desired to alert the road user to changes in the travel path,such as on sharp curves or on transitions that reduce the number of lanes or that shift traffic laterally,the spacing may be reduced to N or less shown in Details 16, 17, 19,20,22 or 23 may be used. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-11 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Standard: The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A-112(CA).See Section 3A.05. Section 3B.13 Raised Pavement Markers Supplementing Other Markings Guidance: The use of raised pavement markers for supplementing longitudinal line markings should conform to the following: A.Lateral Positioning 1.When supplementing double line markings,pairs of raised pavement markers placed laterally in line with or immediately outside of the two lines should be used. 2. When supplementing wide line markings,pairs of raised pavement markers placed laterally adjacent to each other should be used. B. Longitudinal Spacing 1. When supplementing solid line markings,raised pavement markers at a spacing no grc .ter than- (sec 2. When supplementing broken line markings,a spacing no greater than 3N should be used.However, should be used. 3. When supplementing dotted line markings,a spacing appropriate for the application should be used. 4. When supplementing longitudinal line markings through at-grade intersections,one raised pavement marker for each short line segment should be used. N should be used. Standard: The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A-112(CA). See Section 3A.05. Option: Raised pavement markers also may be used to supplement other markings for channelizing islands or approaches to obstructions. Section 3B.14 Raised Pavement Markers Substituting for Pavement Markings Option: Retroreflective or internally illuminated raised pavement markers,or nonretroreflective raised pavement markers supplemented by retroreflective or internally illuminated markers,may be substituted for markings of other types. Guidance: If used,the pattern and color of the raised pavement markers should simulate the pattern and color of the markings for which they substitute. The normal spacing of raised pavement markers,when substituting for other markings, should be determined in terms of the standard length of the broken line segment. Option: The side of a raised pavement marker that is visible to traffic proceeding in the wrong direction may be red. Standard: If raised pavement markers are used to substitute for broken line markings,a group of three to five markers • . • • • • • • • • _ • • • • • • • _. shall be used.If N b Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-12 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) • • .. . • , : ; : : : • .At least one retroreflective or internally illuminated marker per group shall be used or a retroreflective or internally illuminated marker shall be installed midway in each gap between successive groups of nonretroreflective markers. The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A-1I2(CA).See Section 3A.05. Guidance: Raised pavement markers should not substitute for right edge line markings. Option: When substituting for wide lines,raised pavement markers may be placed laterally adjacent to each other to simulate the width of the line. Standard: If used on State highways,internally-illuminated raised pavement markers shall be installed by an encroachment permit and include a maintenance agreement as a provision of the permit for the service life of the markers. Section 3B.15 Transverse Markings Standard: Transverse markings,which include shoulder markings,word and symbol markings,stop lines, yield lines,crosswalk lines,speed measurement markings,speed hump markings,parking space markings,and others,shall be white unless otherwise specified herein. Guidance: Because of the low approach angle at which pavement markings are viewed,transverse lines should be proportioned to provide visibility equal to that of longitudinal lines. Standard: Pavement marking letters, numerals,and symbols shall be installed in accordance with the Pavement Markings chapter of the"Standard Highway Signs"book(see Section 1A.11). Crosswalk markings near schools shall be yellow, Refer to CVC 21368 and Part 7, Support: Refer to Department of Transportation's Standard Plans for pavement marking letters,numerals and symbols.See Section 1A.11 for information regarding this publication Section 3B.16 Stop and Yield Lines Standard: If used,stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required to be made. If used,yield lines(see Figure 3B-14 3B-14(CA))shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. Guidance: Stop lines should be 300 to 600 mm(12 to 24 in)wide. Stop lines should be used to indicate the point behind which vehicles are required to stop,in compliance with a STOP(R1-1)sign,traffic control signal,or some other traffic control device,except YIELD signs. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-13 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) The individual triangles comprising the yield line should have a base of 300 to 600 mm( 248 24 in) wide and a height equal to 1.5 times the base.The space between the triangles should be 75 to 300 mm(34e 12 in). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD(R1-2)sign or a Yield Here to Pedestrians(Rl-5 or R1-5a)sign. Guidance: If used,stop and yield lines should be placed a minimum of 1.2 m(4 ft)in advance of the nearest crosswalk line at controlled intersections,except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock crosswalks.In the absence of a marked crosswalk,the stop line or yield line should be placed at the desired stopping or yielding point,but should be placed no more than 9 m(30 ft)nor less than 1.2 m(4 ft)from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk,yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 m(20 to 50 ft)in advance of the nearest crosswalk line,and parking should be prohibited in the area between the yield line and the crosswalk(see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 m(40 ft)in advance of the nearest signal indication(see Section 4D.15). Support: Drivers who yield too close to crosswalks on multi-lane approaches place pedestrians at risk by blocking other drivers'views of pedestrians. Support: As defined in CVC 377,a limit line'is a solid white line not less than 300 mm(12 in)nor more than 600 mm(24 in) wide,extending across a roadway or any portion thereof to indicate the point at which traffic is required to stop in compliance with legal requirements. Standard: For all purposes,limit line(s)as defined per CVC 377shall mean stop line(s). A limit line shall be placed in conjunction with STOP (R1-1)signs on paved approaches,except where marked crosswalk exists. Guidance: If a sidewalk exists,the limit line should be placed in advance of an unmarked crosswalk area. Option: A limit line may be placed in advance of a crosswalk where vehicles are required to stop,in compliance with a STOP (R1-1)sign,traffic control signal or some other traffic control device. Support: If a marked crosswalk is in place,it would normally function as a limit line. Typical limit line markings are shown in Figure 3B-103(CA). Standard: The individual triangles comprising the yield line shall have a base of 0.6 m(2 ft)wide and a height of 0.9 m (3 ft).The space between the triangles shall be 0.3 m(1 ft). Support: Figure 3B-14(CA)shows typical yield line layout for streets and highways. Section 3B.17 Crosswalk Markings Support: Crosswalk markings provide guidance for pedestrians who are crossing roadways by defining and delineating paths on approaches to and within signalized intersections,and on approaches to other intersections where traffic stops. Crosswalk markings also serve to alert road users of a pedestrian crossing point across roadways not controlled by highway traffic signals or STOP signs. At nonintersection locations, crosswalk markings legally establish the crosswalk. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-14 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Standard: When crosswalk lines are used,they shall consist of solid white lines that mark the crosswalk.They shall be not less than 300 mm(12 in)nor greater than 600 mm(24 in)in width. Guidance: If transverse lines are used to mark a crosswalk,the gap between the lines should not be less than 1.8 m (6 ft). If diagonal or longitudinal lines are used without transverse lines to mark a crosswalk,the crosswalk should be not less than 1.8 m(6 ft)wide. Crosswalk lines,if used on both sides of the crosswalk,should extend across the full width of pavement or to the edge of the intersecting crosswalk to discourage diagonal walking between crosswalks(see Figures 3B-15 and 3B-16). Crosswalks should be marked at all intersections where there is substantial conflict between vehicular and pedestrian movements. Marked crosswalks also should be provided at other appropriate points of pedestrian concentration,such as at loading islands,midblock pedestrian crossings,or where pedestrians could not otherwise recognize the proper place to cross. Crosswalk lines should not be used indiscriminately.An engineering study should be performed before they are installed at locations away from highway traffic signals or STOP signs. Because nonintersection pedestrian crossings are generally unexpected by the road user,warning signs (see Section 2C.41)should be installed and adequate visibility should be provided by parking prohibitions. Support: Section 3B.16 contains information regarding placement of stop line markings near crosswalk markings. Option: For added visibility,the area of the crosswalk may be marked with white diagonal lines at a 45-degree angle to the line of the crosswalk or with white longitudinal lines parallel to traffic flow as shown in Figure 3B-16. When diagonal or longitudinal lines are used to mark a crosswalk,the transverse crosswalk lines may be omitted.This type of marking may be used at locations where substantial numbers of pedestrians cross without any other traffic control device,at locations where physical conditions are such that added visibility of the crosswalk is desired,or at places where a pedestrian crosswalk might not be expected. Guidance: If used,the diagonal or longitudinal lines should be 300 to 600 mm(12 to 24 in)wide and spaced 300 to 1500 mm(12 to 60 in) apart.The marking design should avoid the wheel paths,and the spacing should not exceed 2.5 times the line width. Option: When an exclusive pedestrian phase that permits diagonal crossing is provided at a traffic control signal, a marking as shown in Figure 3B-17 may be used for the crosswalk. Standard: Crosswalk markings near schools shall be yellow as provided in CVC 21368.See Part 7. Option: Pedestrian crosswalk markings may be placed at intersections,representing extensions of the sidewalk lines,or on any portion of the roadway distinctly indicated for pedestrian crossing.Refer to CVC 275. Guidance: In general,crosswalks should not be marked at intersections unless they are intended to channelize pedestrians. Emphasis is placed on the use of marked crosswalks as a channelization device. The following factors may be considered in determining whether a marked crosswalk should be used: • Vehicular approach speeds from both directions. • Vehicular volume and density. • Vehicular turning movements. • Pedestrian volumes. • Roadway width. • Day and night visibility by both pedestrians and motorists. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-15 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) • Channelization is desirable to clarify pedestrian routes for sighted or sight impaired pedestrians. • Discouragement of pedestrian use of undesirable routes. • Consistency with markings at adjacent intersections or within the same intersection. Option: Crosswalk markings may be established between intersections(mid-block)in accordance with CVC 21106(a). Guidance: Mid-block pedestrian crossings are generally unexpected by the motorist and should be discouraged unless,in the opinion of the engineer,there is strong justification in favor of such installation.Particular attention should be given to roadways with two or more traffic lanes in one direction as a pedestrian may be hidden from view by a vehicle yielding the right-of-way to a pedestrian. Option: When diagonal or longitudinal lines are used to mark a crosswalk,the transverse crosswalk lines may be omitted. Standard: However,when the factor that determined the need to mark a crosswalk is the clarification of pedestrian routes for sight-impaired pedestrians,the transverse crosswalk lines shall be marked. Option: At controlled approaches,limit lines(stop lines)help to define pedestrian paths and are therefore a factor the engineer may consider in deciding whether or not to mark the crosswalk. Where it is desirable to remove a marked crosswalk,the removal may be accomplished by repaving or surface treatment. Guidance: A marked crosswalk should not be eliminated by allowing it to fade out or be worn away. Support: The worn or faded crosswalk retains its prominent appearance to the pedestrian at the curb,but is less visible to the approaching driver. Standard: Notification to the public shall be given at least 30 days prior to the scheduled removal of an existing marked crosswalk.The notice of proposed removal shall inform the public how to provide input related to the scheduled removal and shall be posted at the crosswalk identified for removal.Refer to CVC 21950.5 Option: Signs may be installed at or adjacent to an intersection directing that pedestrians shall not cross in a crosswalk indicated at the intersection in accordance with CVC 21106(b). White RED XING pavement markings may be placed in each approach lane to a marked crosswalk,except at intersections controlled by traffic signals or STOP or YIELD signs. Section 3B.18 Parking Space Markings Support: Marking of parking space boundaries encourages more orderly and efficient use of parking spaces where parking turnover is substantial.Parking space markings tend to prevent encroachment into fire hydrant zones, bus stops,loading zones,approaches to intersections, curb ramps,and clearance spaces for islands and other zones where parking is restricted_Examples of parking space markings are shown in Figure 3B 18 3B-18(CA). Standard: Parking space markings shall be white. Option: Blue lines may supplement white parking space markings of each parking space designated for use only by persons with disabilities. Support: Additional parking space markings for the purpose of designating spaces for use only by persons with disabilities are discussed in Section 3B.19 and illustrated in Figure 3B 19 3B-19(CA). Support Refer to CVC 22500 through 22522 for parking space markings. Refer to Section 2B.39 for Parking Regulations. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-16 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Policy on Parking Restrictions Option: Local authorities may,by ordinance,provide for the establishment of parking meter zones and cause streets and highways to be marked with white lines designating parking spaces.Refer to CVC Section 22508. Standard: Where the proposed zones are on State highways,the ordinances shall be approved by the Department of Transportation. Local authorities shall furnish a sketch or map showing the definite location of all parking meter stalls on State highways before departmental approval is given. Support: The District Directors have been delegated the authority to approve such ordinances. The desirable dimensions of parking meter stalls are 2.4 m(8 ft)by 7.3 m(24 ft)with a minimum length of 6.1 m(20 ft). Guidance: At all intersections,one stall length on each side measured from the crosswalk or end of curb return should have parking prohibited.A clearance of 1.8 m(6 ft)measured from the curb return should be provided at alleys and driveways. At signalized intersections parking should be prohibited for a minimum of two stall lengths on the near side and one stall length on the far side.See Figure 38-18(CA). Standard: The departmental approval for the installation of the parking meters shall be covered by an encroachment permit. Option: Local authorities may by ordinance permit angle parking.Refer to CVC 22503. Support: Department of Transportation does not approve ordinances establishing angle parking on State highways. Diagonal parking stalls are not permitted on State highways. Section 3B.19 Pavement Word and Symbol Markings Support: Word and symbol markings on the pavement are used for the purpose of guiding,warning,or regulating traffic_ Symbol messages are preferable to word messages. Examples of standard word and arrow pavement markings are shown in Figures 3B 20 3B-20(CA)and 3B 21 38-21(CA). Normally,pavement word and symbol markings supplement standard signing. Standard: Word and symbol markings shall be white,except as otherwise noted in this Section. Guidance: Letters and numerals should be 1.8 m(6 ft)2.44 m(8 ft)or more in height. Word and symbol markings should not exceed three lines of information. If a pavement marking word message consists of more than one line of information,it should read in the direction of travel.The first word of the message should be nearest to the road user. Except for the two opposing arrows of a two-way left-turn lane marking(see Figure 3B-7),the longitudinal space between word or symbol message markings,including arrow markings,should be at least four times the height of the characters for low-speed roads,but not more than ten times the height of the characters under any conditions. The number of different word and symbol markings used should be minimized to provide effective guidance and avoid misunderstanding. Except as noted in the Option,pavement word and symbol markings should be no more than one lane in width. OPtieEki The SCHOOL word marking may extend to the width of two approach lanes(see Section 7C.06). January 21,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-17 (FHWA's MUTCD 2003 including Revisionsi and 2,as amended for use in California) Guidance: 1.- e . - - -• ... ._ be 3 m(10 ft) or more in height(sec Section 7C.06). Standard: If used,the SCHOOL pavement marking shown in Figure 38-20(CA)and 7C-101(CA)shall be used and it shall be restricted to a single lane(See Section 7C.06). Word and symbol markings near schools shall be yellow as provided in CVC 21368.See Part 7. Option: Pavement word and symbol markings should may be proportionally sealed spaced to fit within the width of the facility upon which they are applied. Option: On narrow,low-speed shared-use paths,the pavement words and symbols may be smaller than suggested,but to the relative scale. Standard: The International Symbol of Accessibility parking space markings may shall be placed in each parking space designated for use by persons with disabilities.A blue background with white border may shall supplement the wheelchair symbol as shown in Figure 3B 19 38-19(CA). If used, new construction of accessible off-street parking spaces,and,loading and unloading areas shall include pavement marking details shown on Figure 38-19(CA),or as shown on the Department's Revised Standard Plan A9OA.The loading and unloading area shall be marked by a border and hatched lines.The border shall be painted blue and the hatched lines shall be painted a suitable contrasting color to the parking space (blue or white paint is preferred). If used,new construction of accessible on-street parking shall include a blue painted curb,as shown on the Department's Revised Standard Plan MOB.If on-street parking designated and designed for persons with disabilities includes a loading and unloading area, it shall be marked by a border and hatched lines.The border shall be painted blue and the hatched lines shall be painted a suitable contrasting color to the parking space (blue or white paint is preferred). Loading and unloading areas shall include the words"NO PARKING"within the blue border and shall be painted in white letters no less than 0.3 m (12 in)high(See detail in Figure 38-19(CA)).Refer to California Code of Regulations Title 24,Section 11298.4. Standard: Where through traffic lanes approaching an intersection become mandatory turn lanes,lane-use arrow markings(see Figure 3B 21 3B-21(CA))shall be used and shall be accompanied by standard signs. Lane use,lane reduction,and wrong-way arrow markings shall be designed as shown in Figure 3B 21 38-21(CA). Guidance: Where through lanes become mandatory turn lanes,signs or markings should be repeated as necessary to prevent entrapment and to help the road user select the appropriate lane in advance of reaching a queue of waiting vehicles. Option: Lane-use arrow markings(see Figure 3B 21 38-21(CA))may be used to convey either guidance or mandatory messages.The ONLY word marking(see Figure 3B 20 38-20(CA))may be used to supplement lane-use arrow markings(see Figure 3B-22). In situations where a lane reduction transition occurs,the lane reduction arrow markings shown in Figure 3B 21 3B-21(CA)may be used. Guidance: Where crossroad channelization or ramp geometries do not make wrong-way movements difficult,a lane-use arrow should be placed in each lane of an exit ramp near the crossroad terminal where it will be clearly visible to a potential wrong-way road user(see Figure 3B 23 3B-23(CA)). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-18 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Option: The wrong-way arrow markings shown in Figure 3B 21 3B-21(CA)maybe placed near the downstream terminus of a ramp as shown in Figures 3B 23 38-23(CA)and 3B 24 to indicate the correct direction of traffic flow and to discourage drivers from traveling in the wrong direction. A yield-ahead triangle symbol or YIELD AHEAD word pavement marking may be used on approaches to intersections where the approaching traffic will encounter a YIELD sign at the intersection(see Figure 3B- 25). Support: Lane-use arrow markings are often used to provide guidance in turn bays(see Figure 3B-22),where turns may or may not be mandatory,and in two-way left-turn lanes(see Figure 3B-7). Arrows: Standard: Where a turning movement is mandatory,an arrow marking accompanied by a regulatory sign shall be used.However,when an additional clearly marked lane is provided for the approach to the turning movement, the sign is not required.Refer to CVC 22101. Support: Examples of entrance/exit ramp terminal signs and pavement markings are shown in Figure 3B-23(CA). Guidance: The Type V arrows and warning signs, as shown in Figure 38-104(CA),should be used at locations where motorists could perceive that they are on a one-way roadway when,in fact,they are on a two lane,two-way highway. Following are some typical situations: • Construction sites where a two-lane highway is being converted to a freeway or an expressway. • Two-lane,two-way highways where ultimate freeway or expressway right-of-way has been purchased and grading for the full width has been completed. • Two-lane,two-way highways following long sections of multi-lane freeway or expressway. Exit Ramp Arrows: Standard: A minimum of two pavement arrows shall be placed on each freeway exit ramp lane. A Type V arrow shall be the first arrow, on the ramp,in the direction of travel when exiting the freeway. Where a mandatory movement is required,a Type I,II, Ill,IV,VII,or VIII arrow shall be placed with its point approximately 6.10 m (20 ft)preceding the limit line,crosswalk or"STOP"pavement legend.Where no mandatory movement is required, a Type V arrow shall be used at this location. All other additional arrows,when used,shall be a minimum of 7.32 m(24 ft)in length. All arrows shall be placed in the center of the lane and spaced approximately 30 m(100 ft)to 90 m(300 ft) apart. Guidance: The actual position and spacing should be determined in the field to provide the optimum visibility for traffic that may attempt to enter the exit ramp in the wrong direction. Support: See Figures 3B-21(CA)and 3B-23(CA). Entrance Ramp Arrows: Standard: A minimum of one Type I arrow,not less than 5.49 m(18 ft)in length,shall be positioned in the center of each freeway entrance ramp lane so that it is clearly in view of a right-way driver. Guidance: The distance between arrows,when more than one per lane is needed,should be 30 m(100 ft)to 90 m(300 ft).The Type V arrow should not be used on entrance ramps. Support: See Figures 3B-21(CA)and 3B-23(CA). Additional information on signing of ramp terminals is shown in Section 2E.50. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-19 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Turn Lane Arrows: Standard: One directional arrow,a minimum of 2A4 m(8 ft)in length,shall be placed in the center of each turning lane near the point of entrance. Option: High approach speeds may justify the use of a longer arrow.Two or more arrows may be placed in long turning lanes. Support See Figures 3B-7(CA)and 38-101(CA). Support Refer to Section 2E.50 for Wrong-Way Traffic Control at Interchange Ramps. Option: Word and symbol markings may include,but are not limited to,the following.Other words or symbols may also be used under certain conditions. A.Regulatory: 1. STOP 2. RIGHT(LEFT)TURN ONLY 3. 40 km/h(25 MPH) 4. Arrow Symbols B.Warning: 1. STOP AHEAD 2. YIELD AHEAD 3. YIELD AHEAD Triangle Symbol 4. SCHOOL XING 5. SIGNAL AHEAD 6. PED XING 7. SCHOOL 8. RXR 9. BUMP 10. HUMP C. Guide: 1. US 40 2. STATE 135 3. ROUTE 40 Standard: Except at the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line(see Section 3B.16) and STOP sign(see Section 2B.04).At the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line. The word STOP shall not be placed on the pavement in advance of a stop line,unless every vehicle is required to stop at all times. The yield-ahead triangle symbok or YIELD AHEAD word pavement marking shall not be used unless a YIELD sign(see Section 211.08)is in place at the intersection.The yield-ahead symbol marking shall be as shown in Figure 3B-25. Guidance: A STOP pavement marking should be placed on all but minor approaches to State highways not controlled by signals. Option: Pavement markings with appropriate figures may be used to supplement speed limit signs.See Section 2B.13. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-20 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Section 3B.20 Speed Measurement Markings Support: A speed measurement marking is a transverse marking placed on the roadway to assist the enforcement of speed regulations. Standard: Speed measurement markings,if used,shall be white,and shall not be greater than 600 mm(24 in) in width. Option: Speed measurement markings may extend 600 mm(24 in)on either side of the centerline or 600 mm(24 in)on either side of edge line markings at 400 m(0.25 mi)intervals over a 1.6 km(1 mi)length of roadway. When paved shoulders of sufficient width are available,the speed measurements markings may be placed entirely on these shoulders.Advisory signs may be used in conjunction with these markings(see Figure 3B 4)3B-105(CA)). Support The California Highway Patrol patrols certain highways with both helicopters and fixed-wing aircraft.The purpose of the patrol is to monitor traffic,provide motorist assistance and initiate appropriate enforcement action. In order to make the air patrol effective,the California Highway Patrol and Department of Transportation have agreed upon markings and signs as shown in Figure 38-105(CA). Option: Speed measurement markings may be placed on the right shoulder in areas patrolled by aircraft as requested by the California Highway Patrol. Standard: Where there is an equation of more than 30 m(100 ft) in a 1.6 km(1 mi)posting,a white'X'pavement marking shall be placed at each end of the section to indicate the markings are less than 1.6 km(1 mi)apart. Guidance: The SPEED ENFORCED BY AIRCRAFT(R48-2(CA))sign should be used for both directions of travel and should be spaced at 40 km(25 mi)intervals. Pavement marking should be placed on the shoulder in one direction only, except where the opposing roadway is widely separated. Option: In areas where identifying features are widely separated,white 0.91 m(3 ft)high post kilometer(mile)numbers may be placed at 8 km(5 mi)points where needed for aircraft reference. Standard: Markings shall not be on the traveled way. Option: If routes with narrow shoulders are requested for marking, the standard marking shape may be modified to provide an equivalent area without encroaching on the traveled way or the Alternate Marking System described. Support: The Alternate Marking System is a 200 mm(8 in)wide solid white longitudinal line,6.1 rn(20 ft)in length and in line with the right edge line.It is preceded and followed by a 6.1 m(20 ft)gap in the right edge line. Section 3B.21 Curb Markings Support: Curb markings are most often used to indicate parking regulations or to delineate the curb. Standard: Signs shall be used with curb markings in those areas where curb markings are frequently obliterated by snow and ice accumulation unless the no parking zone is controlled by statute or local ordinance. Where curbs are marked,the colors shall conform to the general principles of markings(see Section 3A.04). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-21 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Guidance: Except as noted in the Option,when curb markings are used without signs to convey parking regulations, a legible word marking regarding the regulation(such as"No Parking"or"No Standing")should be placed on the curb. Option: Curb markings without word markings or signs may be used to convey a general prohibition by statute of parking within a specified distance of a STOP sign,driveway,fire hydrant,or crosswalk Guidance: Retroreflective solid yellow markings should-be placed on-the nests of raised medians and curbs of Support: Refer to Chapter 3C(Object Markers)for marking noses of raised medians and curbs of islands. parking regulation. Refer to CVC 21458 quoted later in this section. Support: Since yellow and white curb markings are frequently used for curb delineation and visibility,it is advisable to establish parking regulations through the installation of standard signs(see Sections 2B.39 through 2B.41). Where the curbs of the islands become parallel to the direction of traffic flow,it is not necessary to mark the curbs unless an engineering study indicates the need for this type of delineation. Curbs at openings in a continuous median island need not be marked unless an engineering study indicates the need for this type of marking. Support: Refer to Section 2B.39 for Parking Regulations. In California,curb markings are not used for delineating traffic.They are mainly used for parking regulations. Standard: The color of curb markings shall conform to CVC 21458 quoted below: (a)Whenever local authorities enact local parking regulations and indicate them by the use of paint upon curbs,the following colors only shall be used,and the colors indicate as follows: (1) Red indicates no stopping,standing,or parking,whether the vehicle is attended or unattended, except that a bus may stop in a red zone marked or sign posted as a bus loading zone. (2)Yellow indicates stopping only for the purpose of loading or unloading passengers or freight for the time as may be specified by local ordinance. (3)White indicates stopping for either of the following purposes: (A)Loading or unloading of passengers for the time as may be specified by local ordinance. (B)Depositing mail in an adjacent mailbox. (4)Green indicates time limit parking specified by local ordinance. (5)Blue indicates parking limited exclusively to the vehicles of disabled persons and disabled veterans. (b)Regulations adopted pursuant to subdivision(a)shall be effective on days and during hours or times as prescribed by local ordinances. Parking regulations shall be covered by ordinance or order of the authority having jurisdiction over the street or highway. Option: Curb markings may supplement standard signs. Prohibitions or restrictions enacted by local authorities under Sections 22506 or 22507 may be indicated by marking curbs as prescribed by CVC Section 21458. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-22 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Policy on Parking Restrictions Support Loading Zones-Local authorities are authorized by Section 21112 of the CVC to license and regulate the location of stands on streets and highways for use of taxicabs and other public carriers for hire.Where such stands are located on State highways,and highway maintenance is not delegated to the local authority,the approval of the Department is required.The District Directors have been delegated authority to approve local ordinances establishing such stands. Loading zone ordinances restricted for certain segments of traffic such as"hotel patrons only will not be approved. Bus stand ordinances are generally approved. Standard: Whenever practicable,bus stands shall be located on the far side of the intersection. Section 3B.22 Preferential Lane Word and Symbol Markings Standard: When a lane is assigned full or part time to a particular class or classes of vehicles,preferential lane markings shall be used. Signs or signals shall be used with preferential lane word or symbol markings. All preferential lane word and symbol markings shall be white. All preferential lane word and symbol markings shall be positioned laterally in the center of the preferred-use lane. Support: Preferential lanes identify a wide variety of special uses,including,but not limited to,high-occupancy vehicle(HOV)lanes,bicycle lanes,bus only lanes,taxi only lanes, and light rail transit only. Standard: Where a preferential lane use is established,the preferential lane shall be marked with one or more of the following symbol or word markings for the preferential lane use specified: A.HOV lane—the preferential lane use marking for high-occupancy vehicle lanes shall consist of white lines formed in a diamond shape symbol or the word message HOV.The diamond shall be at least 0.75 m (2.5 ft)wide and 3.7 m(12 ft)in length.The lines shall be at least 150 mm(6 in) in width. B.Bicycle lane—the preferential lane use marking for a bicycle lane shall consist of a bicycle symbol or the word marking BIKE LANE (see Chapter 9C and Figures 9C-1 and 9C-3 through 9C-6). C.Bus only lane—the preferential lane use marking for a bus only lane shall consist of the word marking BUS ONLY. D.Taxi only lane—the preferential lane use marking for a taxi only lane shall consist of the word marking TAXI ONLY. E.Light rail transit lane—the preferential lane use marking for a light rail transit lane shall consist of the letter T. F.Other preferential lane use markings shall be identified in accordance with Section 3B.23. If two or more preferential lane uses are permitted in a single lane,the symbol or word marking for each preferential lane use shall be installed. Guidance: Engineering judgment should determine the need for supplemental devices such as tubular markers, traffic cones,or flashing lights. Support: The spacing of the markings is an engineering judgment that is based on the prevailing speed,block lengths,distance from intersections,and other factors that affect clear communication to the road user. Markings spaced as close as 24 m(80 ft)apart might be appropriate on City streets,while markings spaced 300 m(1,000 ft)150 m(500 ft)might be appropriate for freeways(Refer to HOV Guidelines)and 56 m(180 ft)for onramps(Refer to Ramp Meter Design Manual).See Section 1A.11 for information regarding these publications. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-23 (FHWA's MUTCD 2003 including Revision)and 2,as amended for use in California) .. - .. - . ' - .- - - .. .. . .. Support For State highways,see Department of Transportation's High Occupancy Vehicle(HOV)Guidelines and Ramp Meter Design Manual.See Section 1A.11 for information regarding these publications. High Occupancy Vehicle(HOV)lanes are lanes where usage is restricted to a dass of vehicle occupancy.HOV lane assignments could be made on a full-time or part time basi. Freeway mainline HOV lanes can be operated as physically separated,buffer separated,reversible, contiguous,or as contra-flow facilities.HOV lanes can also be operated on county roads or city streets. The HOV lane symbol(diamond shape)is shown in Figure 3B-106(CA). Section 3B.23 Preferential Lane Longitudinal Markings for Motor Vehicles Standard: Preferential lane longitudinal markings for motor vehicles shall be marked with the appropriate word or symbol pavement markings in accordance with Section 3B.22. Support: Preferential lanes can take many forms depending on the level of usage and the design of the facility. They might be physically separated from the other travel lanes by a barrier,median,or painted neutral area, or they might be concurrent with other travel lanes and be separated only by longitudinal pavement markings.Further,physically separated preferential lanes might operate in the same direction or be reversible. Option: Preferential lanes may be operated either full-time(24 hours per day on all days),for extended periods of the day,or part-time(restricted usage during specific hours on specified days). Standard: The following four items are presented in tabular form in Table 3B 2 3B-2(CA): A.Physically separated,nonreversible preferential lane--the longitudinal pavement markings for preferential lanes that are physically separated from the other travel lanes by a barrier, median,or painted neutral area shall consist of a single normal solid yellow line at the left edge of the travel lane(s),a single normal solid white line at the right edge of the travel lane(s),and if there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line(see Figure 3B-26a). B.Physically separated,reversible preferential lane—the longitudinal pavement markings for reversible preferential lanes that are physically separated from the other travel lanes by a barrier,median,or painted neutral area shall consist of a single normal solid white line at both edges of the travel lane(s),and if there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line(see Figure 3B-26a). C.Concurrent flow(left side)preferential lane—the longitudinal pavement markings for a full- time or part-time preferential lane on the left side of the other traveled lanes shall consist of a single normal solid yellow line at the left edge of the preferential travel lane(s)and one of the following at the right edge of the preferential travel lane(s): 1. . . . . • . . . • • • .. • ... . . . . .. : • : • • . • . - 2.A single solid wide white line where crossing is discouraged(see Figure 3B-26c). 3.A single broken wide white line where crossing is permitted(see Figure 3B-26d)at ingresslegress segments for physically separated full-time preferential lanes. 4.A single broken 100 mm(4 in)white line where crossing is permitted on preferential lanes that operate for only certain periods of the day.In these cases,markings shall conform to the purpose the lane serves a majority of the time. If there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-24 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) D.Concurrent flow(right side)preferential lane—the longitudinal pavement markings for a full- time or part-time preferential lane on the right of the other travel lanes shall consist of a single normal solid white line at the right edge of the preferential travel lane(s)if warranted and one of the following at the left edge of the preferential travel lane(s): 1. • : : . : ..:: . .. ;. • ..: • • : . • : • : : : : . 2.A single solid wide white line where crossing is discouraged(see Figure 3B-26c). 3.A single broken wide white line where crossing is permitted(see Figure 3B-26d)at ingress/egress segments for physically separated full-time preferential lanes. 4.A single dotted normal white line where crossing is permitted for any vehicle to perform a right turn maneuver(see Figure 3B-26e). 5.A single broken 100 mm(4 in)white line where crossing is permitted on preferential lanes that operate for only certain periods of the day.In these cases, markings shall conform to the purpose the lane serves a majority of the time. If there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line. Guidance: Option: When concurrent flow preferential lanes and other travel lanes are separated by more than 1.2 m(4 ft)3.6 m(12 ft)or more,chevron markings sheer may be placed in the neutral area. Guidance: If used,the The chevron spacing should be 30 in(100 ft)60 m (200 ft)or greater. Support: The striping pattern for the lane lines between the HOV lane and the adjacent normal flow lanes will vary depending on the condition.See Department of Transportation's High Occupancy Vehicle(HOV)Guidelines and Ramp Meter Design Manual for the appropriate HOV lane line striping patterns and markings.See Section 1A.11 for information regarding these publications. Section 3B.24 Markings for Roundabout Intersections Support: Roundabout intersections are distinctive circular roadways that have the following three critical characteristics: A.A requirement to yield at entry which gives a vehicle on the circular roadway the right-of-way; B.A deflection of the approaching vehicle around the central island; and C.A flare or widening of the approach to allow for proper operation as needed. Examples of markings for roundabout intersections are shown in Figures 3B-27 and 3B-28. Option: A yellow edge line may be placed around the inner(left)edge of the circular roadway. Guidance: A white line should be used on the outer(right)side of the circular roadway as follows: a solid line along the splitter island and a dotted line across the lane(s)entering the roundabout intersection. Edge line extensions should not be placed across the exits from the circular roadway. Where crosswalk markings are used,these markings should be located a minimum of 7.6 in(25 ft) upstream from the yield line,or,if none,from the dotted white line. Option: Lane lines may be used on the circular roadway if there is more than one lane. A yield line(see Section 3B.16)may be used to indicate the point behind which vehicles are required to yield at the entrance to a roundabout intersection. Standard: Bicycle lane markings shall not be provided on the circular roadway of a roundabout intersection. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-25 (FHWA's MUTCD 2003 including Revisions l and 2,as amended for use in California) Section 3B.25 Markings for Other Circular Intersections, Support: Other circular intersections include but are not limited to rotaries,traffic circles,and residential traffic calming designs. Option: The markings shown in Figures 3B-27 and 3B-28 may be used at other circular intersections when engineering judgment indicates that their presence will benefit drivers or pedestrians. Section 3B.26 Speed Hump Markings Standard: If used,speed hump markings shall be a series of white markings placed on a speed hump to identify its location. Option: Speed humps,except those used for crosswalks,may be marked in accordance with Figure 3B-29.The markings shown in Figure 3B-30 may be used where the speed hump also functions as a crosswalk or speed table. Support: 11 Per CVC 440, speed humps or bumps are not official traffic control devices. Section 3B.27 Advance Speed Hump Markings Standard: If used,advance speed hump markings shall be a special white marking placed in advance of speed humps or other engineered vertical roadway deflections such as dips. Option: Advance speed hump markings may be used in advance of an engineered vei Lical roadway deflection where added visibility is desired or where such deflection is not expected(see Figure 3B-31). Advance pavement wording such as BUMP or HUMP(see Section 3B.19)may be used on the approach to a speed hump either alone or in conjunction with advance speed hump markings.Appropriate advance warning signs may be used in conformance with Section 2C.24. Guidance: If used,advance speed hump markings should be installed in each approach lane. Section 38.101(CA)Diagonal and Chevron Markings Guidance: Diagonal and chevron markings should be used,when in the opinion of an engineer,it is necessary to add emphasis or to discourage vehicular travel upon a paint formed roadway feature such as an unusually wide shoulder area,a pedestrian refuge island,or a traffic divisional or channelization island. Diagonal lines,when used,should be installed between an edge line and traffic island,or between pairs of double yellow lines. Chevron markings,when used,should be installed between channelizing lines for traffic flows in the same direction. Support: The applicable channelizing lines for chevron markings are shown in Figure 3A-110(CA), Details 36,36A and 368 and pairs of lines shown in Figure 3A-1 12(CA),Details 38 and 38A. The diagonal lines or chevron markings are normally 300 mm(12 in)wide. Standard: Diagonal lines and chevrons shall be the same color as the line or lines to which they connect and shall point at a 45-degree forward angle. Diagonal lines or chevrons,if used,shall be the same color as the edge line. Option: The spacing between these lines may vary from 0.3 m(1 ft)in a pedestrian crosswalk to 60 m(200 ft)for vehicular traffic. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-26 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Section 3B.102(CA)Passing Lanes, Standard: When a passing lane is provided,a two-direction no passing marking(see Figure 3A-104(CA))shall be used when the Average Daily Traffic(ADT)exceeds 3,000.See Figure 3B-107(CA). Option: Passing in both directions may be provided by alternating the direction of the middle lane at about 1.6 km(1 mi) intervals. A one-direction no passing marking(see Figure 3A-1 03(CA))with one or more YIELD TO UPHILL TRAFFIC (R55(CA))signs may be used when the ADT is 3,000 or less. Section 3B.103(CA)Truck Lanes Standard: When a climbing lane is provided on an upgrade and it is necessary to prohibit trucks from passing slower moving vehicles,a 200 mm (8 in)solid white line shall be used in place of the standard lane line stripe. The TRUCKS RIGHT LANE ONLY(R53B(CA))sign shall be placed at the beginning of the restriction and at approximately 0.4 km(1/4 mi)intervals.When the restriction is necessary only during certain hours,the Specific Hours/Days Plaque(R82A(CA))shall be placed below the R53B(CA)sign. The TRUCKS RIGHT LANE ONLY(R53B(CA))sign shall be placed at the beginning of the restriction and at approximately 0.4 km(114 ml)intervals.When the restriction is necessary only during certain hours,the Specific Hours/Days Plaque(R82A(CA))shall be placed below the R53B(CA)sign. A TRUCK LANE(R4-6)sign shall be placed in advance of the truck lane.An END TRUCK LANE(R53A(CA)) sign shall be placed at the end of the restriction.See Figure 3B-12(CA)for signing and marking the end of an extra lane. Section 3B.104(CA)Turn Lanes Support: Refer to CVC 21460.5 for Two-Way Left-Turn Lanes. For details of two-way left-turn lanes,see Figure 38-7(CA). For left turn channelization,see Figure 38-101(CA)and Department of Transportation's Highway Design Manual,Section 405.2. See Section 1A.11 for information regarding this publication. Standard: Left-turn or right-turn lanes shall be separated from the through lanes by a single solid 200 mm(8 in)wide white line as shown in Figure 3A-112(CA). Section 3B.105(CA)Turnouts Guidance: Paved turnouts should be marked with a 200 mm(8 in)wide single solid white line between the through lane and the turnout.The line should not extend through the entry and exit areas.See Figure 38-108(CA)and Department of Transportation's Highway Design Manual, Section 204.5(4).See Section 1A.11 for information regarding this publication. Turnouts should be 60 m(200 ft)to 150 m(500 ft)in length including a short taper of 15 m(50 ft)at each end. Turnouts should not be longer than 150 m(500 ft). The right edge line should be dropped throughout the length of the turnout. Option: Turnout length may be increased 30 m(100 ft)on down grades over 3%. Section 3B.106(CA)Rumble Strips Support: Rumble strips are bands of raised material or indentations formed or ground into the traveled way,on the centerline or shoulders.Rumble strips call the motorist's attention to standard warning or regulatory devices or otherwise alert drivers by transmitting sound and/or vibration through the vehicle. Ianuary 21,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-27 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Option: Rumble strips may be used in the traveled way on California's streets and highways if the traffic engineer considers their use as the optimal solution to the identified problem. Rumble strips may be used upstream of stop-controlled or signalized intersections if one or more of the following conditions exist: • Engineering judgment indicates a special need due to sight distance restriction. • High approach speeds. • History of Ran-Stop-Sign crashes. Guidance: The use of rumble strips on State highways should be reviewed by the Department of Transportation's District Traffic Engineer or their representative. Option: Rumble strips may be incorporated into rehabilitation projects to replace existing rumble strips without an extensive review. Guidance: Requests should include a description of location,reasons for use,the alternatives which were considered,collision history and a discussion of standard traffic control devices which have been or are in place. Traveled Way Rumble Strips: Support: Rumble strips on the traveled way are 19 mm (0.75 in)or less in height if raised or 25 mm(1 in)or less in depth if rolled-in indentations,8.5 mm(0.33 in)+1- 1.5 mm(0.06 in)if ground-in indentations and generally extend across the travel lanes. A ground in rumble strip with the dimensions shown above has been field reviewed to confirm rideability for bicyclists&motorcyclists. There are several significant disadvantages to the use of rumble strips across the travel lanes.These include: • An abrupt rise in the roadway can present problems to bicyclists and motorcyclists.For this reason,there should be provisions made for cyclists to safely traverse through or around raised rumble strips. • Nearby residents may be subjected to noise. Typical locations where rumble strips on the traveled way have been used include: • End of a freeway. • In advance of toll booths. • Within a construction zone in advance of the workers. • In advance of a'T Intersection where the motorist is not expecting to stop. Shoulder Rumble Strips: Support: Shoulder rumble strips are 19 mm(0.75 in)or less in height if raised 25 mm(1 in)in depth for rolled-in indentations and 8.5 mm(0.33 in)+1-1.5 mm(0.06 in)for ground-in indentations that extend along the highway shoulder.The maximum width of shoulder rumble strips is 300 mm(12 in)for both rolled-in and ground-in indentations. Guidance: Where bicycles are permitted,shoulder rumble strips should not be used unless approximately 1.5 m(5 ft)of clear shoulder width for bicycle use is available between the rumble strips and the outer edge of the shoulder. Standard: Ground-in rumble strip treatments that are greater than 8.5 mm(0.33 in)+1-1.5 mm(0.06 in)depth shall not be installed on shoulders where bicyclists are allowed. Option: Research findings indicate that the use of rumble strips on shoulders of freeways in remote areas may reduce drift- off-road collisions.Drifting off the road is most likely to be a problem on freeways with few interchanges and long tangents.Rumble strips may be used on other roadway types as well to address drift off roadway collisions at locations where they are a concern.The rumble strips may consist of grooves rolled into the hot mix as part of a resurfacing project,ground-in indentation in Portland Concrete Cement or Asphalt Concrete in existing roadway shoulders,or the application of a raised and inverted profile thermoplastic. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-28 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Guidance: When roadways in remote areas are to be resurfaced,consideration should be given to the drift-off-road problem and the use of rumble strips considered. Option: Table 36-101(CA)may be used by the District Traffic Engineer as a guide to determine the appropriate rumble strip treatment for various shoulder types. Centerline Rumble Strips:, Support Centerline rumble strips are currently being used experimentally at 2 and 3 lane locations in California and across the nation as a tool to address drift across the centerline collisions. Option: The District Traffic Engineer may consider the use of centerline rumble strips with other considerations as a means of addressing drift across the centerline collisions. 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IA':iff Ir :lii1 i i I�1 I rh'lilirialliiii12' Sill0;ii. !11 ■AllIIltit; ! d ll �l'Y11 i INM. ∎ lli iltii4r11!ii i1 IRWIHIIIi,HINNl iit1 ! )iii l ®1(H! ice: I H iiiiiili!Ui1 ' IH ! 111'iI'ilIitit '!� i' iIS 1141111, I H� l , ri 1111,0Hi1M i1 1111;10/1 ill '�i'I∎:a!lilif 1 fI )iii ' livi'i13a111il1 MMIH 1 til )lulu °i'i 191! 1∎i; 1. • `MMlOfl! 1 , )*till i11n1 IM' 'M'R∎1 Il 1,! .Ill`1P l' !I! tl . ill '�111� 1 1 9IIii!u it ii iltpilii i'i lllE igiU iffi{Ili�11111 IZ11 'm: 1llil i!i IM 114EiINi'1iIIMMYNi �;N' .. tNml. ir1114iI4f *MOM atom 111111181112211111 Mae +1IIIi'tfr11I'111M' ''ai ac ija11,.i+BttlIUI11 VA.! ow MJ V 1111IIl1iiin turn) iOo,�Ii I (1$ iillJ,J Ilili WW Vas Yid, Mow *Ws OW 14W (410 11W A'V4 1 •'1k' Q,4I ` aM i:in i fni Uliai'Ni I + IOMio gnu r i Ili'�ti s1 itl Hr; 141 Fl1HI iISt1111 H insun1 iFIM fait 4'1 if1= A liaut _ PO 11))1)084 11 11:011f!ilii1I it $iNi1L it 1141 Is1 H:: 1116■11 1141 21111 8 1 'M 141111 1111 :11111 :1W l'SI 181 II:l III 1111gM11 ! ! M'1!IIII 11 1 11 !,01118 111 111 I On Oil'l it 16 I'i w i li t1ii lM M f 191 ; En ' t't ;1 1 0ii.0!Il i Li i Itil ' t∎5511,1 i i!lI I �I.51l1 iii i M 1:.1111 ii ttillO11iti : 1)155111 I`Ii`I ! I II 1511, 111 5 i .lid i. it t 01)0411 i� 11l iil I UPI . If'1N1i1-il1 ! M R 10.1 01 n 1 011'1' 1 ial 1"il,li.l0/�i!►"lti III gg 'MINIM) NSff1}11':I f. +l! I U41 F.:>0> lial a d'U'tu.Lw:lat.as 1111•1?:551110I Mow W444101iI OW 1d i55,i1il �W i1.i•HfiiMl1111 OM Maw Mum Mew Mime 14W OW OW (4W t! . a !'!sin l M ; = i 141; 104#10 tttlti ' l�ii) 1� *1l 1 I 'I; sl i1 1'al 14114 Matt i 4)111 11 e55 4 ti t . H +11:11 .. 011 li!0 +1i: i1 lit 1; ')iii 11 1 :' vi ;1'¢! OM 11!8 'Ili 1 ' 1 ii 'Sn 'A.! 1104,:11 i '1`55 II,H Ilk/ R 1 i U l ` WV !al i )1:03 rtlM 11 ( iii " tit IV II ∎11 05 2 0 ry ! _• =if IV W i50F511 VJ'tviti94 i$ia Miff ll i1+ii 11 I11ili . .110.1!,1U Wti11111MO Maw Wit IOW!! "..5*.. 14*tg) 0 M NI i i Alet 0 illOr er •it Er.* W J 111111 ten imaa mart Mao 11W 14$ OW (4W NOT TO SCALE NOTES: i. All letters and numerals signs and pavement mares approved ove by Department of Transf t alphabets for highway L The n details for various wards are also shown in Department of Tratwportation's Slandard Kans. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings Page 3B-63 California MUTCD (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 38-20(� SZ ofor Word Pavement Markings(Sheet of 2) a Sp l` l M1 ra, i t P t► I a i O m n iun:1111 lo raa� �+ 41 aJUIlai II IfAl Ma ni sassni ; ;e iNllutl 111 Ila shilly. itsitmoi11; II'i awn! II !! 17i i . #i i N; I Pall 1vi 1011{81 11 Iiii 1.)111111 !rut!1I elt'i1i16;k! 11, Hi !1�i ff I/. ; inn, 1r x'41 iY/il11i i t :II! MI I i/. • IwN''Illhi II1111M31ial IIti: 81 1111 1 M • MI1ni ilklii' _ i�i!Uilvi il;lilnl Ill l�M 'Moo MlIIII._7Mee inn PoiiUV Maw I IITM_2Ms f:1I1811:p ' iaio V rat:! 1 •in' VSHSI11' NW IaI_ V OW Mow -s MOM VIC OW OW OW OW t yy t VI I� I 611 lint!, w p ! 101881 Wi O :MUM 11818. 'ilia 1 ' /! RiIia rA lli�Tlw Ih;wi r I inBllaII S l�ia�l f ilk 41111 I SI 1 _ 1iMM'HN17 ;M/IILi� �; ilial- !Mils 1;11W '-- .311ON Mill :W1111111.1111: '1111' i is0 n. i Iiaa� VW _ i�11:10�1i�111k111' .tst Flip i Po l lUi i':i I Maw lWU 1P OW [`1 115', gip '55i0*Ilaiu01 (1W N W (1$ 11W ;IN! ii 11 1 1 1® 115 I /11 1 's 1j Mill 'I 'ii ioa i i i,IN`. All Is i 41,1'11'4, i,it an nu it kH:l ,;1111.ifs '51 v l •I L i a1M IiM II if:)/ 1= Mama a1618M1 1I'!5 1/as .■ 1',1I1 15 25s !p '.i1 .10* 011$ 11811,ii aiVal Niel Ali 11111,1r. OW 1>wiow Ms Mew- OW NW OW alarm .. ail•O OMB APR a • ilL.= -//.1 lin #tint /.A1 111 ii) ./. i 5*�pp a�10;U � �i '*-, !r/Ya1 Y 411 I MwWi+Vvd & g N ik'a1 Waite ai i INIMMINIF aim'0it Wes ; OW 1 i, .1 7 �e whom- OW ii Old.' OW MOTTO SCALE NOTES: signs t letters n� by Department of Transpoc . highway 2. The design details for various words are also shown In Department of Transportation's Standard Plans. S. Fialfostre"BIKE LANE"legends are shown on Fiore iC-i(CA). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-65 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Figure 38-21 (CA). Examples of Arrows for Pavement Markings(Sheet l of 2) --*1 IPA �- "� rp i' `�a ice- wgo -el -IC ' ' Z A , , A i ` __ ff ft 0 , = ' A- . as .: -'---- ' a H HfHt F XIS on lt III Oil ■ a ; H.. . E __... _ . laAil TYPE I ARROW `s - -�' II -►} -ul.ttq : ° w -- TYPE I ARROW I_s s TYPE TYPE I ARROW {FORK TYPE i ARAM USE MUM MUSE} Us wf1V taw 1O1 —T Mil Mal� t-th1..* __ _ aim.- a 1 Ma _ -41:- - 1 i i -_`; - 1.6 1..(t 4441 -0:».122) i i TYPE IV MARROW USE MOWS orwee r _ 1t ailn- a% I k.'111 A NOT TO SCALE ` a a H s ■ l 1.6■120 0W_104 k-m , ]M—ma41 tt 1._ a#wgfi 1.6..12 4 _ 1 �Mon p s TYPE R(B)ARROW TYPE Q s 1l- TYPE-ft(MARROW wawa USE MISR=SASE) NOTE: The design details for various arrows are also shown in[anent at Ti nsportant:Ws Standard Plans. Chapter 3B-Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-86 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California Figure 3B-103(CA). Examples of intersection Markings E 2 a- ' E E *- 1J3 m(6 ft 14 41-143 m(6 ?pgn. tt Rt-t 930 tt�1 fq E R1�1 mtiote S) i 4 (See Mote i) t- -o I I -a- (See Note 1)'R1t 1 t (See Note I) -►s a 1- R1-I (See Nobs 2) o 2-LANE MULTI-LANE LEGEND _.W Direction of Travel NOT TO SCALE NOTES: refer to Section 38.1$. The Umid Line on wide side roads on long rafters corners t. �be at a 4r±angle for traiNc fleshing a eight turn. 2 When a Stop Ahead placed�ts)� "tai e.pavement Mlle. malting may be (This space left intentionally blank) January 21,2010 Chapter 3B-Pavement and Curb Markings Part 3-Markings PROJECT LOCATION SURVEY DOCUMENTS SURVEY MONUMENT PRESERVATION GUIDELINES, CALIFORNIA LAND SURVEYORSASSOCL4TION & 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 ( 9= day of M , 20 (Z-s-between the City of San Bernardino(owner and hereinafter"CITY"),and I-1-i 1.LC--S C I7Tt-ACXl'�J�j (hereinafter "CONTkACTOR"). 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 PAVEMENT REHABILITATION ON FIVE CITY STREETS "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ); EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12807(SS 12-017); 15TH STREET,FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12808(SS 12-016); MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12809 (SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817(SS 11-003) in strict conformity with Plans and Special Provisions Nos. 12801, 12807, 12808, 12809 & 12817, and also in accordance with Standard Specifications for Public Works/Construction, 2009 Edition, on file in the Office of the City Engineer, Public Works Department, City of San Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. The CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the Plans and Special Provisions, and requirements of the Engineer under them. 3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on the basis of race, color, national origin, religion, sex, marital status, or ancestry in the performance of this contract, nor shall the CONTRACTOR or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy,as recipient deems appropriate. AGREEMENT: PAVEMENT REHABILITATION ON FIVE CITY STREETS: "K" STREET,FROM OAK STREET TO RIALTO AVENUE,PLAN NO. 12801 (SS 11-011 ); EVANS STREET, FROM WESTERN AVENUE TO MT. VERNON AVENUE,PLAN NO. 12807(SS 12-017); 15T8 STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE,PLAN NO. 12808(SS 12-016); MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT. VERNON AVENUE,PLAN NO. 12809( SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET,PLAN NO. 12817(SS 11-003) 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 present have hereunto set their hands the year and date first above written. CONTRACTOR CITY OF SAN BERNARDINO Name of Firm: IVLICREST CONTRACTING, 1;`4,. 11"—BY: 1 , I t..� C ' 7 C Y f ity Manager City of San Bern. dino BY: •.. TITLE: 'Glenn J. Salsbury-President ATTEST: MAILING ADDRESS: Hifcrest Contracting, Inc. �ieorgeann anna P O. Box 1898 � City Clerk Corona, CA 92878-1898 PHONE NO.:(°.$)) c)13—quo APPROVED AS TO FORM: ATTEST: / J• I' F. PENMAN, City Attorney diner G. Lindholrn-V.P./Secretary Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation, Secretary should attest. .iffl. . .PR MIL ., .r. ■w rr .. MIN Executed in Three Counterparts FAITHFUL PERFORMANCE BOND Bond No 7629385 PUBLIC WORK (The premium charged on this bond is$ 5,442 ,being at the rate of $$8.25/6.06/5.50 per thousand of the contract price) KNOW ALL MEN BY THESE PRESENTS: THAT,WHEREAS the City of San Bernardino State of California,entered into a contract dated April 26 , 2012 ,with Hillcrest Contracting,Inc. hereinafter designated as the"Principal," for the work described as follows:Pavement Rehabilitation on Five City Streets,"K" Street,from Oak St.to Rialto Ave.(SS 11-011),Evans St.,from Western Ave.to Mt.Vernon Ave.(SS 12-017),15th St.,from Western Ave.to Mt. Vernon Ave.(SS 12-016),Magnolia Ave.,from Western Ave.to Mt.Vernon Ave.(SS 12-005),Medical Center* ;and WHEREAS, the said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract. NOW,THEREFORE,We,the Principal,and Fidelity and Deposit Company of Maryland a corporation organized and existing under the laws of the State of Maryland ,and duly authorized to transact business under the laws of the State of California,as Surety,are held and firmly bound unto City of San Bernardino in the penal sum of Eight hundred ninety-eight thousand seven hundred forty-three and 20/100's Dollars($ 898,743.20 ), lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs,executors,administrators,and successors,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,That,if the above bounden Principal,his or its heirs, executors,administrators,successors or assigns,shall in all things stand to and abide by,and well and truly keep and perform the covenants,conditions and agreements in the said contract and any alteration thereof made as therein provided,on his or their part,to be kept and performed at the time and in the manner therein specified,and in all respects according,to their true intent and meaning,and shall indemnify and save harmless the City of San Bernardino its officers and agents,as therein stipulated,then this obligation shall become null and void;otherwise it shall be and remain in full force and virtue. And the said Surety,for value received,hereby stipulates and agrees that no change,extension of time,alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond,and it does hereby waive notice of any such change, extension of time,alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF,We have hereunto set our hands and seals this 26th day of April 2012 * Dr. , from Home St. to 16th St. (SS 11-003) Special Provisions Nos. 12801,12807, Hillcrest ontracting,Inc. 12808,12809, and 12817 Principal By Fide Deposit Company of Ma d rRF7100 1cA020 1 f By 1� ,/ Charles L.Flake ,Attorney-in-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA County of Orange } On 4-26-12 before me, Lexie Sherwood, Notary Public Date Here Insert Name and Title of the Officer personally appeared Charles L. Flake Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they LEXIE SHERWOOD executed the same in his/her/their authorized capacity(ies), COMM.#1856389 3 and that by his/her/their signature(s) on the instrument the V ° NOTARY PUBLIC•CALIFORNIA person(s), or the entity upon behalf of which the person(s) 't►j ORANGE COUNTY acted,executed the instrument. Comm.Exp.JULY 27,2013 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 o icial seal. Signature � ' P11.�%N Place Notary Seal Above Signature of N a 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): ❑ Partner—❑Limited❑General ❑ Partner—❑Limited❑General ❑ Attorney in Fact RIGHTTHUMBPRINT ❑ Attorney in Fact RIGHTTHUMBPRINT ❑ Trustee OF SIGNER ❑ Trustee OF SIGNER ❑ Guardian or Conservator Top of thumb here ❑ Guardian or Conservator Top of thumb here ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: C<:e4^ G cci�ii ki_r,v a� try v - • -_6:,,, 7v_ s a.v'� 0 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 CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT State of California County of Riverside ON May 2, 2012 before me, A.Crombach, Notary Public , personally appeared Date Here Insert Name and title of the Officer Glenn J. Salsbury, who proved to me on the basis of satisfactory evidence to be the Name(s) of Signer(s) person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the state of California that the foregoing is true and correct. Witness my hand and official seal A. CROMBACH rncpxrJ9ctD Y_ V NOTARY PUBLICALIFORNIA m RIVERSIDE COUNTY W Signature of Notary Public .1 m.o kxvComm Expires Nov,13.2014 A.Crombach, Notary Public OPTIONAL Though law does not require the information below, it may prove valuable to persons relying on the document and could prevent fraudulent removal of this form to another document. Description of Attached Document: Performance Bond Document Date: Number of Pages: Signer(s) Other Than Named Above Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer—Title(s): Glenn J. Salsbury - President ❑ Partner - ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: 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 WILLIAM J.MILLS,Vice President,and ERIC D. BARNES,Assistant Secretary, in pursuance of authority granted by Article VI,Section 2,of the By-Laws of said Company, ' are set forth on the reverse side hereof and are hereby certified to he in full force and effect on the date hrk.e, , des by nominate,constitute and appoint Richard A.COON,Charles L.FLAKE,David L.CULB •1 .n e S�w OOD,all of Anaheim,California, EACH its true and lawful agent and • ma, , ,r ,u .,°,�}� ► d deliver,for,and on its behalf as surety,and as its act and deed: any an. P 41, 1 s`, r_n• -xecution of such bonds or undertakings in pursuance of these presen i 11* , •.in ,a � ,as fully and amply,to all intents and purposes,as if they had been d = ,t i + . ac n ti ..*1 .,`h Et gularly elected officers of the Company at its office in Baltimore,Md., ' p • per , - • attorney revokes that issued on behalf of Richard A.COON, Charles L. FLAKE f a ew P.FLAKE,Lexie SHERWOOD,dated November 7,2005. The said Assistant certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By-L s said Company,and is now in force. IN WITNESS WHEREOF, 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 15th day of November,A.D.2006. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND OtP 'gyp OS,f ,4 It n O C J VW,. 3 e 4',,n,, By: Eric D. Barnes Assistant Secretary William J. Mills Vice President State of Maryland l ss: City of Baltimore f On this 15th day of November, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came WILLIAM J. MILLS, Vice President, and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to he 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. '''ii jr?lit t 0p s`• Constance A. Dunn Notary Public My Commission Expires: July 14,2015 POA-F 012-4150H Executed in Three Counterparts Bond No. 7629385 PAYMENT BOND PUBLIC WORK Section 3247-3252 inclusive,Civil code) (Premium included in Faithful Performance Bond) KNOW ALL MEN BY THESE PRESENT: That,Whereas City of San Bernardino has awarded to Hillcrest Contracting,Inc. as Principal,a contract for the work described as follows: Pavement Rehabilitation on Five City Streets,"K" St. from Oak St.to Rialto Ave.(SS 11-011),Evans St.,from Western Ave.to Mt.Vernon Ave.(SS 12-017), 15th St from Western Ave.to Mt.Vernon Ave.(SS 12-016),Magnolia Ave.,from Western Ave.to Mt.Vernon Ave.** AND WHEREAS,said Principal is required ad to furnish a bond in connection with said contract,to secure the payment of claims of laborers,mechanics,materialmen,and other persons as provided by law: NOW,THEREFORE,We the undersigned Principal and Surety are held and firmly bound unto the City of San Bernardino in the amount required by law,the sum of Eight hundred ninety-eight thousand seven hundred forty-three and 20/100's Dollars($ 898,743.20 )for which payment well and truly be made we bind ourselves,our heirs, executors and administrators,successors and assigns,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That if said Principal, his or its heirs, executors, administrators,successors or assigns,or subcontractors,shall fail to pay any of the persons named in Civil Code Section 3181, or amounts due under the Unemployment's Insurance Act with respect to work or labor performed by any such claimant, or for any amounts required to be deducted, withheld, and paid over the Employment Development Department from the wages of employees of the principals and his subcontractors pursuant to section 13020 of the Unemployment Insurance Code, with respect to such work and labor, that the Surety or Sureties herein will pay for the same in the amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In case suit is brought upon this bond, the said surety will pay a reasonable attorney's fee to be fixed by the court. ** (SS 12-005) , Medical Center Dr. , from Home St. to 16th St. (SS 11-003) Special Provisions Nos. 12801,12807,12808,12809, and 12817 PAY71001 CA0202f In witness Whereof,We have hereunto set our hand and seals this 26th day of April 2012 Hillcrest Contr cting,Inc. Principal By: — Fidelity and Deposit Company of Maryland By: I • L.Flake • ,Attorney-In-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA County of Orange } On 4-26-12 before me, Lexie Sherwood, Notary Public , Date Here Insert Name and Title of the Officer personally appeared Charles L. Flake Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the LEXIE SHERWOOD person(s), or the entity upon behalf of which the person(s) V COMM.(.- ;; , #1856389 acted, executed the instrument. 0 11'I NOTARY PUBLIC e CALIFORNIA n ORANGE COUNTY I certify under PENALTY OF PERJURY under the laws of Comm. Exp.JULY 27,2013 the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal. Signature ( ! i (l / di/ Place Notary Seal Above Signature of No ar 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): ❑ Partner—❑Limited❑General ❑ Partner—❑Limited❑General ❑ Attorney in Fact RIGHTTHUMBPRINT ❑ Attorney in Fact RIGHTTHUMBPRINT ❑ Trustee OF SIGNER ❑ Trustee OF SIGNER ❑ Guardian or Conservator Top of thumb here ❑ Guardian or Conservator Top of thumb here ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: S e- _ e.-e,J e.�. 't7' e7,e, .. •e=. :ay. d•e•er es,,./e>sJ.r7,er e.e s-e%s�. #>.,ey 0 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 CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT State of California County of Riverside ON May 2, 2012 before me, A.Crombach, Notary Public , personally appeared Date Here Insert Name and title of the Officer Glenn J. Salsbury, who proved to me on the basis of satisfactory evidence to be the Name(s)of Signer(s) person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the state of California that the foregoing is true and correct. Witness my hand and official seal A. CROMBACH WO ; A COMM. #1913119 m m -"lip,.S+R NOTARY PUBLIC-CALIFORNIA ..4 Signature of Notary Public RIVERSIDE COUNTY CD corn, Expires Nov.13.2014 A.Crombach, Notary Public OPTIONAL Though law does not require the information below, it may prove valuable to persons relying on the document and could prevent fraudulent removal of this form to another document. Description of Attached Document: Payment Bond Document Date: Number of Pages: Signer(s) Other Than Named Above Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer— Title(s): Glenn J. Salsbury - President ❑ Partner - ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: 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 WILLIAM J.MILLS,Vice President,and ERIC D.BARNES,Assistant Secretary, in pursuance of authority granted by Article VI,Section 2,of the By-Laws of said Company, +are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hrcet 0 r(Qs)s' 'by nominate,constitute and appoint Richard A.COON,Charles L.FLAKE,David L.CULB R' n ie p OOD,all of Anaheim,California, EACH its true and lawful agent and ' •:��,s�' ��° ` `� s ma , et d deliver,for,and on its behalf as surety,and as its act and deed: any an.a 6ri, ads\ -fln u xecution of such bonds or undertakings in pursuance of these presen - il� . ..•.in ,,�� ,as fully and amply,to all intents and purposes,as if they had been d t ac n. ,_s \3"-'`h gularly elected officers of the Company at its office in Baltimore,Md., ' p per, .. .fir . attorney revokes that issued on behalf of Richard A.COON, Charles L.FLAKE, C1_,10:4.". ,''a thew P.FLAKE,Lexie SHERWOOD,dated November 7,2005. The said Assistant ° e certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By-Ls said Company,and is now in force. IN WITNESS WHEREOF, 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 15th day of November,A.D. 2006. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND 00 DEPOS.,` 0 W i 5 Me r T _ yr v� r- '. 4, i By: Eric D. Barnes Assistant Secretary William J. Mills Vice President State of Maryland ss: City of Baltimore On this 15th day of November, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified,came WILLIAM J. MILLS, Vice President, and ERIC D. BARNES, 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. 0.r, , , Constance A. Dunn Notary Public My Commission Expires: July 14,2015 POA-F 012-4150H UI'ID:JK DATE(MM/DD/YYYY) ''"' " '' ' CERTIFICATE OF LIABILITY INSURANCE 05/01/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER 949-553-9800 NAME: FAx The Wooditch Company Insurance 949-553-0670 PHONE (A/C,No): Services,Inc. (Alc.No.EXtl' E-MAIL 1 Park Plaza,Suite 400 ADDRESS: Irvine,CA 92614 PRODUCER HILLCRE Marc Ramirez CUSTOMER ID 0: INSURER(S)AFFORDING COVERAGE NAIC# INSURED Hillcrest Contracting,Inc. INSURERA:OId Republic General Ins.Corp 24139 Ros Mar Equipment Co.Inc. INSURER B:Great American Ins.Co. 1467 Circle City Drive INSURER C: Corona,CA 92879-168 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: PE THIS IS TO THAT THE INDICATED.CERTIFY STANDING ANY REQUI EMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TOLWHICH TIHIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR URANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE IN R WVD POLICY NUMBER (MM/DD/YYYY) (MMIDD/YYYY) GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 10/01/11 10/01/12 DAMAGE TO RENTED 100,000 A X COMMERCIAL GENERAL LIABILITY X Al CG93281100 PREMISES(Ea occurrence) $ 5,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $ PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: – PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PF 0 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) A X ANY AUTO Al CA93281100 10/01/11 10/01/12 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ (Per accident) HIRED AUTOS NON-OWNED AUTOS UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 4,000,000 B T00025300300 01/31/12 10/01/12 $ DEDUCTIBLE $ RETENTION $ WC STATU- OTH- WORKERS COMPENSATION X TORY LIMITS ER AND EMPLOYERS'LIABILITY 10/01/11 10/01/12 E.L.EACH ACCIDENT $ 1,000,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N N/A Al CW93281100 — - — (MandaR/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,000 (Mandatory In NH) If yes,describe under E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) *Except 10 Days Notice of Cancellation for Non-Payment of Premium. RE:Pavement Rehabilitation on Five City Streets. City of San Bernardino is named as Additional Insured as respects General Liability per attached endorsement. glai CERTIFICATE HOLDER CANCELLATION SANBER3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of San Bernardino 300 North"D"Street,3rd FL AUTHORIZED REPRESENTATIVE San Bernardino,CA 92418 0.-A4(150;11) -----' ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD HILLCRE PAGE 2 NOTEPAD INSURED'S NAME Hillcrest Contracting,Inc. OP ID:JR DATE 05/01/12 *Should this policy be cancelled before the expiration date The Wooditch Company will mail 30(thirty)days written notice to those Certificate Holders which require such action per contract or agreement. POLICY NUMBER: Al CG93281100 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Location And Description Of Completed Opera- Or Organization(s): _ tions WHERE REQUIRED BY WRITTEN CONTRACT,BUT ONLY WHEN COVERAGE FOR COMPLETED OPERATIONS IS SPECIFICALLY REQUIRED BY THAT CONTRACT. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s)shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by"your work" at the location designated and described in the schedule of this endorsement performed for that additional insured and included in the "products- completed operations hazard". CG 20 37 07 04 ©ISO Properties, Inc.,2004 Page 1 of 1 ❑ • POLICY NUMBER: A1CG93281100 COMMERCIAL GENERAL LIABILITY CG 20 10 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location(s)Of Covered Operations WHERE REQUIRED BY WRITTEN CONTRACT. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. A. Section II —Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional exclu- organization(s) shown in the Schedule, but only sions apply: with respect to liability for"bodily injury","property This insurance does not apply to"bodily injury"or damage" or "personal and advertising injury" "property damage"occurring after: caused,in whole or in part, by: 1. All work, including materials, parts or equip- 1. Your acts or omissions;or mont furnished in connection with such work, 2. The acts or omissions of those acting on your on the project (other than service, mainten- behalf; ance or ropairs) to be performed by or on be- in the performance of your ongoing operations for half of the additional insureds) at the location the additional insured(s) at the location(s) desig- the covered operations has been completed; nated above. or 2. That portion of "your work" out of which the injury or damage arises has been put to its in- tended use by any person or organization other than another contractor or subcontractor en- gaged in performing operations for a principal as a part of the same project. CG 2010 07 04 ®ISO Properties, Inc.,2004 Page 1 of 1 3